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18-049 - BN Builders - Public Safety Plan: Justice Center Construction Management (Amendment A-G)
18-049(g) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 002 DATE: 10/01/2019 PROJECT NO.: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date OA 61 By Original Contract (without tax) Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Contractor /SA) 1.1A W-pr_s Title Pr( $ 34,049,999.00 7 $ 312,112.00 $ 249,653.00 $ 34,611,764.00 Original Contract Time: 546 days (December 18, 2020) Additional Contract Time for this Change Order: 0 days Updated Contract Time: 546 days (December 18, 2020) RIGINAL: City Clerk (1 of 2) Contractor (2 of 2) APPROVED BY THE CITY OF TUKWILA Deputy City Administrator SOJ Program Director cc: Finance Department (vdencumbrance) Project Management File PW Project Finance File / (11/2014) Exhibit "A" C ANGE ' lE CITY OF TUKWILA Project Name Project # TO CONTRACTOR: b' - SU . 1' Y ! F C ANGEs'} - PUBLIC SAFETY PLAN Justice Center CO # 02 A *% o`w..., 91630501 Contract# 18-049.1, Date 10/1/19 BNBuilders 2601 Fourth Ave, Suite 350 Seattle, WA 98121, COP/CCD ## Description Reason Code Amount COP 5003 Pothole SCL conduit at North Lotto enable reuse for electrical service UFC $3,072 COP 5004.1 Import structural material at North Lotto replace contaminated soil removed at JC-8 UFC $8,322 COP 5006 RFI 019 - Additional fire extinguishers to meet IBC code DC $2,899 COP 5024 ASI 006/ASI 006.1 - Revise under -slab vapor retarder to cap contaminated soil per Sound Earth UFC $11,895 COP 5026 Remove contaminated soils (1380.31 tons) encountered at former gas station property, JC-7 UFC $208,703 COP 5028 Decommission and remove fuel tank encountered at former house, JC-3 UFC $5,905 COP 5029 Remove septic tank encountered at former gas station property, JC-7 UFC $1,463 COP 5030 Decommission and remove fuel tank and oil/water separator encountered at former gas station property, JC-7 UFC $7,394 Change Order No. 02 $249,653 BNBuilders July 31, 2019 SheIs Obletz Johnsen Attn: Ethan Bernau 101 Yesler VVay Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Potholing for SCL Conduit (5003) Dear Ethan, BNBuilders hereby submits our proposal for potholing for the SCL conduit at the North Lot. The total proposal of this subject work is Three Thousand Seventy Two dollars $3,072.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5003 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim austineksoseaj.com) Geri Urbas (cieri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrciroup.com) BNBuilders 2601 4t1' Avenue, Suite 350 Seattle, WA 98121 T. 206.382.3443 F. 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/AS! #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Potholing for SCL Conduit COP #: 5003 DATE' 7/31/2019 IBP 31 00 Iliad 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,926 COI $2,926.00 $146.30 -$0.30 Total Change Request $3,072.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Date 5% BNB BNBullders TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: Subcontractor CP Breakdown Summary Iliad Pot hole electrical north lot I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: MP 04 4 Date: 4/23/2019 A. DIRECT LABOR COSTS B. MATERIAL COSTS C. EQUIPMENT COSTS D. SUBTOTAL DIRECT WORK ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) (Total A, B, C, and D Above) 1,327 190 973 2,490 G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ $ $ - $ - $ III. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) 15% 374 B. Fee on Subtier Subcontractor Direct Costs (Item H) 6°/0 IV. SUBTOTAL. V. TOTAL VI. UNIT PRICE TOTAL SUBTOTAL (Total of Parts I, II, Ill Above) Liability Insurance Bond Costs TOTAL (Total of Parts I, II, III, IV Above) TOTAL $ 2,864 33 29 2,926 COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Work Description: Iliad Pothole electrical N lot Cost Event #: 4 CP#: Document # MP 04 Date: 4/23/2019 Spec Section Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost $/hour Cost- 5/Unit Costs $/Unit Costs Vac truck 4 hr 4 265.31 $ 1,061 0.00 $ - 205.00 $ 820 $ - Spoil disposal 3 ton 0.5 265.31 $ 133 32.95 $ 99 153.07 S 77 $ - structural fill. 3 tan 0.5 265.31 $ 133 30.45 $ 91 153.07 $ 77 $ - $ $ - $ - S- $ $ - $ - $ - $ $ - $ - S - $ $ - 5 $ - $ - $ - $ - S - $ - $ - $ - $ - $ - $ - $ - $ - S $ - $ - $ - $ $ - $ $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - S - $ - $ $ - $ - $ - $ - $ $ - $ - $ $ - $ - $ - $ - 5. - $ - $ - $ - 5 - $ - $ - $ - S - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - S - $ - $ - Total Cost of Work A. Total Cost of Unit Price Work. $ 1.327 B. S. 190 C. $ 973 D. $ 2,490. PROJECT: SUBJECT: TYPE: 10 fraitsmitta City ofTukwila Justice Center DATE SENT: 4/18/2019 73-17158-00 TIC RFI#OD3.1_Additiona|Site mso' 003.1 Potholing (Electrical & Gas Lines) RFI Answered TRANSMITTAL ID' UOOgO VIA: Info Exchange 1) There's existing conduit in the southeast corner ofthe North Lot (see attached drawing) that was previously used to power the west Trav8|Odge building. It was recommended by 5CLtofeed the new service for the north parking lot using this conduit instead oftrenching back to the existing SCLvau|t near the NW corner of 150th. To obtain accurate information about how this conduit was routed, potholing is needed. 2) Potholing is needed to obtain accurate information on the existing gas/water|ine inthe southeast corner ofthe South lot (see attached p|ans) for coordination of the new water line. This potholing is not in original scope. There will be additional coat associated with this scope. Please provide quantity and locations for potholing. Response (Answered)from: Michael werseth (KPprConsulting Engineers {Vxu}) Refer to attached. 1} Recommend one pothole at the location shown in the attached sketch. 2) KCVVD 125 has not accepted the proposed alignment of the water main. Potholing related tothe water rna8O will not be authorized until a water main alignment has been chosen. FROM NAME COMPANY EMAIL PHONE 2OG-451- Sabrina Ames DLR{Snuup sannes§�d|rgroup.conn 6094x73_6094 TO 'N4^s rCOMPANY EMAIL PHONE - bi|| brnwn0�bnbui|dersz Bill Brown / BNBui|d�rs ' / 206-382-3443 om Page 1 of 2 DESCRIPTION uFCONTENTS / Q� DATE ` ' 1| go � DATE: ID: TransmWtt.ol 4/18/2O19 OOOyO TITLE NoMoew SCALE SIZE T]CRFI#QU3.l_Additiona| 4/15/2019 ' Site Potholing (Electrical Q' GasLinea)xpdf } Steven Schmitz (DLR Group) G Ash|eyAarts (BNBui|ders) Ethan Bernau (Shie|s Ob|etz]ohnsen) Geri Urbas (BNBu||ders) Jeff Clark (BNBui|ders) Sabrina Ames (QLR Page 2 of equest for In or BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: April 12, 2019 Submitted To: Steve Schmitz Submitted By: Bill Brown DLR Group, Inc. BN Builders, Inc. 51 University Street 2601 4th Avenue, Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: (206)382-3443 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Additional Site Potholing (Electrical & Gas Lines) Discipline: Civil Document Reference: See attached Spec Section: Subcontractor: Subcontractor RFI No: Question Date Required: 4/24/ 2019 1) Theres existing conduit in the southeast corner of the North Lot (see attached drawing) that was previously used to power the west Travelodge building. It was recommended by SCL to feed the new service for the north parking lot using this conduit instead of trenching back to the existing SCL vault near the NW corner of 150th. To obtain accurate information about how this conduit was routed, potholing is needed. 2) Potholing is needed to obtain accurate information on the existing gas/water line in the southeast corner of the South lot (see attached plans) for coordination of the new water line. Note: This potholing is not in original scope. There will be additonal cost associated with this scope. Please provide quantity and locations for potholing. Answer 1) Recommend one pothole at the location shown in the attached sketch. 2) KCWD 125 has not accepted the proposed alignment of the water main. Potholing related to the water main will not be authorized until a water main alignment has been chosen. M Herseth (KPFF) 4/17/2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 POTHO E FOR ELECTRICAL CONDUIT NOTE SIZE AND DEPTH 1, ' •' • s Isonts-rscrt /// it LIATCHUNE;iplE DWG DAGO UTILITY NOTES 1 NEE a 00 GA atom DM KM 00002*0100025442100001110150041140 .1411,ENT Or 011.5 MO =HY STAKIORES WV ion 0,11,11, Vara INSVICI 125 vAlli-Y 2let tentiti 3 02(0*01100550100040011411110200 ultay mos 10 ANTI GOT a MINT OFTSCII. MM. 51-101,11110.0 at ID et (0�01100500011E0400 LE, .1.0 OF VA.. MESS NOM ONERXISC IMO LEGEND —t 1— EIED ran REDNANT arcrAtu MUG NANGED. al<ITAND tam+DEr PO KEY PLAN 811 CaH 824',1 N11111 00 DRAWING PACKAGE AG EGGi UTILITY PLAN -NORTH C4.01 BNBuilders July 10, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Structural Import at North Lot (Removed SMA-.1) Contaminated Soils) Dear Ethan, BNBuilders hereby submits our proposal for the structural import material at the North lot to replace the contaminated soil that was removed. The total import is 184.32 tons. The total proposal of this subject work is Eight Thousand Three Hundred twenty-two dollars $8,322.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5004.1 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek©soseaLcom) Geri Urbas (geri.urbaspbnbuilders.com) Steve Schmitz (sschmitz@dlrgroup.com) BNBuilders 260'1 4111 Avenue, Suite 350 Seattle, WA 98121 T. 206382,3443 F: 206.3823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BN Buliders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5004.1 DATE: 7110/2019 DESCRIPTION OF CHANGE: North Lot - Structural Import for removed contaminated soils. Total import 184.32 tons BP 02.41 Rhine $7,925.76 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $7,925.76 $396,29 -$0.05 Total Change Request $8,322.00 To the best of my knowledge and belief, certify that all costs listed above are correct. Contractor Signature Date Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders CCD/ASI #: COP #: DATE: 5004.1 7/10/2019 DESCRIPTION OF CHANGE: North Lot • Structural Import for removed contaminated soils. Total import 184.32 tons Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Total Unit Cost Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $7,925.76 $7,925.76 $0.00 $0 00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $7,925.76 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0 00 Total Subcontractor Change Request $7,925.76 To the best of my knowledge and belief, 1 certify that all costs listed above are correct. Contractor Signature Date Included 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: CP #: Date: 0 5004.1 7/10/19 Description Quantity Unit Prod. Hours A,1. Labor A.1. Labor Premium B. Material Unit Cost. $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Contaminated Soils 184.32 $ $ - 43.00 $ 7,925,76 - $ - $ - $ - $ -- $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ $ - $ - $ - $ - $ - $ - $ $ - $ $ - $ $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ $ - $ - $ - $ - $ - $ $ $ - $ - $ $ - $ $ $ $ - $ - $ - $' - $ - $ - $ - $ - $ - $ $ - $ - $ - $- Total Cost of Work A. $ - '$ - $ - B. $ - C. $ 7,925.76 Company Date Ticket# Qty. (Tons) KRR 4/25/2019 975787 30.30 KRR 4/25/2019 975890 31.37 KRR 4/25/2019 975951 32.55 KRR 4/25/2019 975924 28`37 KRR 4/25/2019 975926 32.67 KRR 4/26/2019 875840 30.06 KANGLEY ROCK RECYCLING ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. Kangley Rock & Recycling Locations KANGLEY PIT (Plant if 21) 32500 SE Kent-Kangley Rd.. Ravensdale, WA 98051 BLACK RIVER (Plant # 22) - (206) 658-0912 510 Monster Rd. Renton, WA 98055 LAKE FRANCIS (Plant # 23) - (206) 658-0872 22501 SE Lake Francis Rd. Maple Valley, WA 98038 Cedar Mountain Reclamation 17877 Cedar Grove Rd, SE, Maple Valley, VVA 08038 Plant #20 - (206) 658-0913 DELIVERY TICKET ACCOUNTING (905) 752-25(6 FAX (206) 762-2358 SALES & ORDER DESK 1'425) 226-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT TE DA: CUSTOMER NO. ORDER NO13 PROJECT PLANT # CUSTOMER NAME CUSTOMER P.O. JOB NO, .„.... DELIVERY TICKET NO. ..i'42,,":. f•Ji - ''ili 'i t '47". ill..,.. '% 5,;N.A..1 B! .:Vt) ,.-f ::, ,.. it, COLLECT ON DELIVERY (C.O.D.) 0 CASH 0 CHECK # El CHARGE CARD # ' EXP. 1 SPECIAL INSTRUCTIONS 0 VISA 0 MASTERCARD El DISCOVER QUANTITY : , ' • '-tim, DESCRIPTION . ' T TONS . .,„ ....... TOTAL . . , , . yNIT•PRIcE . , AMOUNT .2-t,,.:...-o " .. i-, '''....< ,,,,,..:7,,,..e4:t..n. ,,, - '.,..,: 'i, 1--`,::. '.,' ,3- .:m.,-.<U.2, Irct:.0?-c;...' ._ -.. -..'„?0,•:A? . ',„:„it, ;;',5-1,, • DRIVER 71.ICK.NO. ORDERED BY . _, REMIT PAYMENT TO " 9125 10th AVE. S. SUB TOTAL DISPATCHER TAX CO,DE„, , '--v w,,,•( TIME pu,, , SEATTLE, WA 98108 z :..;..,..., TERMS ON REVERSE . . SALES TAX . . RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK & RECYCLING, A DIVISION OF GARY MERLINO CONSTRUCTION COMPANINC. FOR ANY, DAN/WOE-TO HIS REAL OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED'ABOVE,,DETAtS ONREVERSE BALANCE FORWARD - CUSTOMER SIGNATURE .il.:17"'.-.• '- -:::''''----l' - TOTAL PRINT NAME DATE AMOUNT REV 04-2009 t..)S-IOIVE A COPY KANGLEY ROCK & RECYCLING ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLIN() CONSTRUCTION COMPANY, INC. Kangley Rock & Recycling Locations KANGLEY PIT (Plant 41 21) 32500 SE Kent-Kangley Rd.. Ravensdale, WA 98051 BLACK RIVER (Plant Pi 22) - (206) 658-0912 510 Monster Rd. Renton, VVA 98055 LAKE FRANCIS (Plant # 23) - (206) 658-0872 22501 SE Lake Francis Rd. Maple Valley, WA 98038 Cedar Mountain Reclamation 17877 Cedar Grove Rd. SE, Maple Valley, WA 98038 Plant #20 - (206) 658-0913 DELIVERY TICKET Al.GOUNTING (206) 762-2566 FAX .(06) 762-2358 I SALES & pppER DESK_ (.4?5) • MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE. '5'.'s4i,.:!.5.,2.9;.'1.;--' CUSTOMER NO. 7,6y-4„a• ORDER NO.g'* t-,-- r'',...-7. PROJECT PLANT # '..-i'.:? CUSTOMER NAME ''-,:filf. V'95,1. •i.i'.i.".4::: CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS__ _ _ , A .....0. - ..'..-:.'1:' ,,,ic:R.S,:f.:',._K.,i0kAL: 'i--,-,A, '.'ic.. & •ii.5.07ft i COLLECT ON DELIVERY {C.O.D.) CASH 0 CHECK # 10 CHARGE CARD # EXP. / SPECIAL INSTRUCTIONS 0 VISA 0 MASTERCARD El DISCOVER 1. -.'01-10171.TY..... : UAL 'debt . .. 1:)-scRIF7191 , TONS . . ,- • TAL' . UNIT FiRICE AMOUNT 1-n,:::.gi l'N 4:2021P-i:.: PCA Cf.:.)-S -1:' ,-,.T-Pf-'-:; ,•!'.;., A 3!.':--;:, Ef.,--4t,fR.C.q-'17ENTAU. "...:-',1! :3'1 ...--- / .1, DRIVER TRyctc NO .. ORDERED BY REMIT PAYMENT 9125 10th „ TO AVE. Si . SUB -TOTAL DISPATCHER TAX cppg YVA 5 TIME pu5 . SEATTLE, WA .9;.1.'i , TERMS ON 98108 REVERSE SALES TAX RELEASE -- CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK & RECYCLiNG, A DIVISION OF GARY i'viERLIN0 CONSTRUCTION COMPANY .1,,NC FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE DETAILS.:9N,,REVERSE: BALANCE FORWARD CUSTOMER SIGNATURE :,,,,ti-f:.> , . ---------,-----:::,:.....--.., „ . . . • TOTAL PRINT NAME DATE AMOUNT REV 04-2009 C US TO MEA OOP `-(' KANGLEY ROCK & RECYCLING ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLIN° CONSTRUCTION COMPANY. INC. Kangley Rock & Recycling Locations KANGLEY PIT (Plant # 21) 32500 SE Kent-Kangley Rd., Ravensdale, WA 98051 BLACK RIVER (Plant # 22) - (206) 6513-0912 510 Monsler Rd. Renton, WA 98055 LAKE FRANCIS (Plant # 23) (206) 658-0872, „. 22501 SE Lake Francis Rd. Maple Valley, WA 98038 Cedar Mountain Reclamation 17877 Cedar Grove Rd. SE, Maple Valley, WA 98038 Plant #20 - (206) 658-0913 DELIVERY TICKET AccouNt(NG (206) 762-2566 FAX (206) 762-2350 SALES & ORDE9 DESK (425) 226-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE _ CUSTOMER NO. ORDER.N.Q, PROJECT PLANT # CUSTOMER NAME C ff.'? TRA.NSFER ;-;:f,:§(....... CUSTOMER P.O. 1.1;.P.24,13 JOB NO. 11 01D21f.3 DELIVERY TICKET NO, '.,,F1',-•P'Y',:il JOB ADDRESS ,-..,..-1,...-4,:..,:,.•,. - tir.,4 ,,i ..z.t.n.4,-,. i:,,-, '..,.r-o,-.4.... ;:.Z7.4„iju .:,:zi, r..7.:..,i• !,-.: 'n COLLECT ON DELIVERY (C.O.D.) CASH El CHECK # 0 CHARGE CARD # i SPECIAL INSTRUCTIONS EXP. 121 VISA 0 MASTERCARD 0 DISCOVER OUANTer8h:.'.. pAdcititt ' r ' • Obbt- , .. . ,.._ ,. . . ..,.., .,... DEscRoitioN • .. TOTAL N ., : — , . Ma ..,:,-„,..,,...7.,,v,;.::, :11.:;',:‘,'i,•ili '..-::;y ,.1,.....-.,Ei , ,;.'N 1.N 104i3a-,5.,; keuz.4*::::,.-a„, .'.,01,6 A'..1.- ,, T:pirz.A.,...',.;il-s.:•-; k.,•:::A.,:.m„,f,:.,;&.?:::.:,., ',- EN,ANYN:t4fINTAI. 'AC34i.V.F,X1-,..,1 . Tzt.:,-.Te 4::3-,,,7g9,00 L',.:•2 .'.?..) j.N 5:- , .. „,- •,:•...,,..'::..7,9i-; 19 e?,. •:',..i',3?,X.r.;•i-,:X.;• DRIVER muclts...No. ORDERED BY FtENIIT PAYMENT ' 9126 10th . _ TO AVE. S. - SUB TOTAL DISPATCHER TAX ccR., ., TIME c:1y, SEATTLE, WA TERMSON REVERSE 98108 SALES TAX RELEASE -- CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK & RECYCLING, A DIVISION OF GARY MERLIN() CONSTRICTION COMPANYrNC. Forr, ANy-DAM,sGE TO HIS REAL.. OR PERSONAL PROPERTY BALANCE FORWARD cAuSED BY DELIVERY OF LAA.TERIALS L.ISTELI A80‘)E,,DE0ILS oy.REVERSE. ...„,,, .. .„ • CUSTOMER SIGNATURE ',F,:-.:.-.;::,,L.,.... ---,:-.-;,- . „,,,,,,-- ' TOTAL PRINT NAME DATE ' . AMOUNT REV 04-2009 0 US TO ER COP Y KANGLEY ROCK & RECYCLING ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 98108 (206) 762-2566 A DIVISION OF GARY MERLIN() CONSTRUCTION COMPANY, INC. Kangley Rock & Recycling Locations KANGLEY PIT (Plant # 21) 32500 SE Kent-Kangley Rd., Ravensdale, WA 98051 BLACK RIVER (Plant # 22) - (206) 658-0912 510 Monster Rd. Renton, WA 98055 LAKE FRANCIS (Plant # 23) - (206) 658-0872 22501 SE Lake Francis Rd. Maple Valley, WA 98038 Cedar Mountain Reclamation 17577 Cedar Grove Rd. SE, Maple Valley, WA 98038 Plant #20 - (206) 658-0913 ELIVERY TICKET ACCOUNTING (206) 762-2566 FAX (206) 762-2358 SALES & ORDER DESK (425) 226-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE fi4.'25.120 .•':'-.::% CUSTOMER NO. ORDER NO. PROJECT PLANT # CUSTOMER NAME CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. JOB ADDRESS :.,50-41.-i COLLECT ON DELIVERY (COD.) El CASH El CHECK # 0 CHARGE CARD # EXP. SPECIAL INSTRUCTIONS 0 VISA 0 MASTERCARD E DISCOVER QUANTITY : PM' CODE DESCRIPTION TONS , -0 ; TTAL UNIT PRICE AMOUNT 2'3 ::".-:' - _ ,..,.. 0 ,..i,,,.. --,. ',-.,! ,11,)'`,)`22,K.I. -10';:k t':i. i.:.:.:;7, t:Nvt:J';::::;1,,iti;::NTAt. ''.31- Re. :.-i:'.ff4(.:;.i - _ : ' • 3 r,-,•2 4 3431) ...CQ ?'.•''',: ki .;..n: _ ':i.t1[...N4 ,1: l',5 DRIVER TRUCK NO. ORDERED BY REMIT PAYMENT _: 9125 10th TO AVE. S. SUB -TOTAL DISPATCHER TAX CODE TIME DUE/; SEATTLE, WA TERMS ON REVERSE 98108 SALES TAX RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK & RECYCLING, A DIVISION OF GARY MERLIN() CONSTRUCTION COMPANY, INC. POR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. DETAILS ON REVERSE. _ BALANCE FORWARD CUSTOMER SIGNATURE TOTAL PRINT NAME DATE AMOUNT REV 04-2009 CUSTOMER COPY KANGLEY ROCK & RECYCLING ACCOUNTING: 9125 TENT 14 AVENUE SOUTH SEATTLE, WA 98108 • (206) 762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC, Kangley Rock & Recycling Locations KANGLEY PIT (Planl # 21) 32500 SE Kent-Kangley Rd., Ravensdale, WA 98051 BLACK RIVER (Plant # 22) - (206) 658.0912 510 Monster Rd. Renton, WA 98055 LAKE FRANCIS (Plant 8 23) - (206) 658-0872 22501 SE Lake Francis Rd. Maple Valley, WA 98038 Cedar Mountain Reclamation 17877 Cedar Grove Rd. SE, Maple Valley, WA 98038 Plant #20 - (206) 658-0913 DELIVERY TICKET ACCOUNTING (206) 762-2566 FAX (206) 762-2358 SALES & ORDER DESK (425) 226-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO, ORDER NO. PROJECT PLANT 4 CUSTOMER NAME CflY nc.:44in:::ER 44 4.4....;.: CUSTOMER P.O. 1E4'214':i JOB NO, 01 -,,=,.:043 DELIVERY TICKET NO. 3759'26 JOBADDRESS ..,. . _ :•:1/4i.i...,. KslIERhli'''a K:ANN:. ..:.:;!,., \i'D .,!':',4 `'.:':. 41- COLLECT ON DELIVERY (C.O.D.) '13E)5J AC 0 CASH El CHECK 4 0 CHARGE CARD 4 EXP. / SPECIAL INSTRUCTIONS EI VISA I: MASTERCARD El DISCOVER ' - ". ' — ----. TP:r4L' ` OVANITtYr.-., . U.M. , DESaRli3TION• . . ' , ' . TONS . . , ` . . L'' , UNIT PRICE , ,,,,, , • , . ' ' AMOUNT „ . , ' 4. 3 2: ki; '1 ' '1 N 10* ''': .'L: '' E....WV° NMEN11 A L '.:1'.;),•.q2; CI ilVgi ',' „3.:. i::; f .. . . .. . • ..- ../ DRIVER TRUCK NO ORDERED BY REMIT PAYMENT 9125 10th TO AVE. S. , SUB TOTAL DISPATCHER TAX CORE, ,,, •,.A',I4.,. .:] TIME DUE ,.,,, SEATTLE, WA ,;.(v).1,:" TERMS ONREVERSE 98108 ' SALES TAX. RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK & RECYCLING, A DIVISION OF GARY IVIERLINO CONSTRUCTION COMPANY, INC. FOR ANY DAMAGE 70 HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE, DETAILS ON REVERSE. ..... CUSTOMER SIGNATURE ,-- ...,.; TOTAL AMOUNT PRINT NAME DATE REV 04-2009 CUSTOMER COPY KANGLEY ROCK & RECYCLING ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 98108 (206) 762-2556 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. Kangley Rock & Recycling Locations KANGLEY PIT (Plant # 21) 32500 SE Kent-Kangley Rd., Ravensdale. WA 98051 BLACK RIVER (Plant # 22) - (206) 658-0912 510 Monster R. Renton, WA 98055 LAKE FRANCIS (Plant # 23) - (206) 658-0872 22501 SE Lake Francis Rd. Maple Valley, WA 98038 Cedar Mountain Reclamation 17877 Cedar Grove Rd. SE, Maple Valley, WA 98038 Plant #20 - (206) 658-0913 DELIVERY TICKET ACCOUNTING (206) 762-2565 FAX (206) 762-2358 SALES & ORDER pESK !;425)226-1000_ MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE 2:D lii'''1;;c':..4,al CUST0,MP8NO. 'i,"'",(`,.',II(..;f ORDERt4j " - k.';••10.,:k..0 PROJECT PLANT if .i,,...2 , CUSTOMER NAME .,,,R4 TRAW,e0-, i.NL CUSTOMER RO. JOB NO. I .,214 DELIVERY TICKET NO. .........._.„.. COLLECT ON DELIVERY (C.O.D.) :L5F.ATA,:i:i 0 CASH 0 CHECK # D CHARGE CARD #, EXP. i SPECIAL INSTRUCTIONS Ei VISA 0 MASTERCARD I: DISCOVER c":*0177 UM. PTP .•::.': . DESCRITION . • TONS ." .....-.,,•...UNIT PRICE ,, , :AMOILM.. ;;N:,,,,v, , • g',.:,,,,,,,-,p,s, • :i.',...4; i‘i,T,'!,KK).,.. ,, . A) I i.47 7: MilluNTIMAFNTAI. FRIRCt •''',i .:,.,9 ,,.. 4:-375C:1„,(K; , . • , .. . N.p,i iii(7120.0i) DRIVER EBLIQK.,s1NO. ORDERED BY ROAR PAYMENT " ,9125 loth TO • Avs'. s: ' SUB -TOTAL DISPATCHER TAX CODA, TIMEDUE„ SEATTLE, WA 98108 i TERMS oN KvERsE. 'SALE TAX RELEASE - CUSTOMER REL.EASES AND AGREES TO HOLD HABrocESS.KANGLEY ROCK & RECYCLING, A DIVISION OF GARY MERLIN° CONSTRUCTION COMPANY, INC. FOR ANY RAMAGE TO HIS REAL OR PERSONAL PROPERTY BALANCE FORWARD ' CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. petAiis.ON REVERSE. CUSTOMER SIGNATURE -.....,„..1,:.7.7:-7_„,„,..:'.'\-----,..------s----- TOTAL . • _._., _... , ,. ,- ,. — • :' ' ', AMOUNT ' PRINT NAME .:(' DATE ,,,. "..; REV 04-2009 CU E A COP 0 BNBuilders August 21, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 019 Dear Ethan, BNBuilders hereby submits our proposal for RFI 019 — Additional Fire Extinguishers. The total proposal of this subject work is two thousand eight hundred ninety-nine dollars $2,899.00. There is a zero -day impact to the Project Schedule. BNB has not proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5006 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseaj.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitzadIrgroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382,3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 019 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 019 • Additional Fire Exinguishers COP #: 5006 DATE: 8121/2019 BP 09.20 Northwest Partition $2,761.00 ist-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,761.00 $138 05 -$0,05 Total Change Request $2,899.00 To the best of my knowledge arid belief, I certify that all costs listed above are correct Contractor Signature Date 5% Page 1 of 1 NORTHWEST PARTITIONS To: BN Builders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: Additional Fire Extinguishers per RFI #019 Ref.# COR-0001 External/RCO# GC Ref# Date May 06, 2019 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout Frame Interior - opening Frame Interior - Install Hang Interior GWB - wrap opening Fire Tape - tape opening Site Working Foreman Material Semi -recessed FEC's - non rated - 1016W17A JL Industries Ambassador Series Total Miscellaneous Charges B&O Tax .48% GL Insurance 1% AUTHORIZED BY: ON BEHALF OF: BN Builders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Size EACH Quantity UOM Unit Total Rate 1,00 Hrs 1.00 79.09 3.00 Hrs 3.00 73.73 12,00 Hrs 12.00 73.73 3.00 Hrs 3.00 75.43 1.50 Hrs 1.50 73.39 1.00 Hrs 1.00 79.09 Quantity UOM 6 00 EA Article 7.5.1.4-The overhead & profit percentage includes reimbursement for indirect costs and direct costs associated with management of change work Total $79.09 $221.19 $884.76 $226.29 $110.09 $79.09 Total Labor $1,600.51 Unit Price 127 50 EA Total 8765.00 Total Material Tota Mi cell ne us ha ges Labor Total: Material Total: $1,600.51 $765.00 Sub Total: Overhead 15%: Overhead 8%: $765.00 $2,400.91 $360.09 15.00% $0.00 8.00% Total: $2,761.00 Run on: 20006 - 144th Avenue NE, Woodinville, WA 98072 T 425-375-2500 May 6, 2019 11:27 AM F 425-375-2540 http://www.nwpart.com 'V�w `0N� DLR Group PROJECT: U� City of TukwilaJustice Center DATE SEN F: 4/29/2019 73-17158-00 T]C RB #019_Additiona| Fire mFI/n 010 Extinguishers RFI TRANSMITTAL ID: 00132 PURPOSE: Answered VI A: Info Exchange 0uEsT,nw: SUGGESTION: Per the IBC 9063 shown on the Code Sunnmary(CP1.2) , the "max distance of travel to fire extinguisher" is 75 ft. The fire extinguishers shown in the drawings do not currently meet this criteria. Please provide locations of additional fire extinguishers. Response (Answeneu) from: Steven Schmitz (ommGroup) - See attachment ASK-1. - Provide six (6) additional semi -recessed fire extinguisher cabinets in approximate locations shown for full coverage of building areas. Steve Schmitz, DLRGroup 4/29/2019 FROM NAME - - `-�Or� f - EMAIL- - - - - -- - - � r- - - --- - - - - - '-- -- - - - Sabrina Ames DLR Group sames@dlrgroup.com c TO -- -- NAME Bill Brown DESCRIPTION OFCONTENTS QTY DATED 1 . nHnws _ 2O6-461- OO94x73-6O94 [U�p�Nv EMAIL PHONE _ _ Uhro�n��bnbUi|ders� BNBui|d�r6 bill. 206-382-3443 .onn TITLE 4/25/2O19 T]CRB#O19_Addi�nn8| , Fire Extinguishers,pdf NUMBER SCALE ' SIZE Page lofZ r ra|ns_~tt;wl 4/29/2019 00132 4sh|eyAarts (BNBui|ders) Ethan Bennau Ob|etz]ohnsen) {S8hUrbas (BNBU||ders) Jeff Clark (BNBUi|d8rs) Sabrina Ames (QLRGrOup) Steven Schmitz (DLRGroup) Page 2 of 2 equest for Infor ation FI o: 019 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project 118021.100 Date: April 25, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Additional Fire Extinguishers Discipline: Fire Protection Document Reference: Subcontractor: Question Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Spec Section: 104416 Subcontractor RFI No: Date Required: 5/2/2019 Per the IBC 906.3 shown on the Code Summary (CP1.2) , the "max distance of travel to fire extinguisher" is 75 ft. The fire extinguishers shown in the drawings do not currently meet this criteria. Please provide locations of additional fire extinguishers. Answer - See attachment ASK-1. - Provide six (6) additional semi -recessed fire extinguisher cabinets in approximate locations shown for full coverage of building areas. Answered by: SS - DLR Group Date Answered: 04/29/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 A.. TRAVEL DISTANCE CODE PLAN, LEVEL 1 ADDITION OF 6 FIRE EXTINGUISHERS (RED CIRCLES INDICATE APPX LOCI) CODE PLAN LEVEL 2 (sDp 5tt! 2 C n k GS$p( Y SYMBOL LEGEND BuSWESS AREAS o EXHIBIT CALLE1IYANO LAILICATIXIANO 120 INPUSTIII4 AREAS INSTITUTIONAL SLEEPING AREAS 1120 LABORATORY NON-EDOCATIONAL LIBRARY (RE6G66. 60GME• ISO LIBRARY (SM., AREA, 110D 1.1A1.1. BUILDINGS FLOCNIS GANTIE 16ESTG4 GE OP AREAS StIVIArt•AING FOOL DECK 4/3E11 pron a „, el ARCHITECTURAL SKETCH ASK RFI 019 z 0 0 50 0PACK`GE CODE PLAN CP1.1 August 23, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal (REV 1) for ASI 006 & 006.1 ( Dear Ethan, In accordance with ASI 006 dated 6/7/19 and ASI 006.1 dated 7/17/19, BNBuilders hereby submits our proposal (rev 2) for revising the under -slab vapor retarder at the locations identified in ASI 006.1. The total proposal of this subject work is Eleven Thousand Eight Hundred Ninety -Five dollars $11,895.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5024 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinekasoseai.com) Geri Urbas (qeri.urbasabnbuilders.com) Steve Schmitz (sschmitz(@Alrgroup.com) BNBuilders 2601 4'h Avenue, Suite 350 Seattle, WA 98121 T: 206,382.3443 F: 206.3823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: 006.1 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5024 DATE: 812312019 DESCRIPTION OF CHANGE: Change vapor barrier from 15 mil to 20 mil per ASI 006 & ASI 006.1 BP 03.00 BNB (Foundations/Structure/Waterproofing) $11,328.95 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $11,328.95 $566.45 -$0.40 Total Change Request $11,895.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Dale 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 006 & ASI 006.1 COP #: 5024 Contractor Name: BN Builders DATE: 71812019 DESCRIPTION OF CHANGE: Change vapor barrier from 15 mil to 20 mil per ASI 006 & ASI 006.1 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $5,198.20 $4,653.06 $0.00 $9,851.26 $1,477.69 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $11,328.95 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $11,328.95 To the best of my knowledge and belief I certify that all costs listed above are correct. Contractor Signature Dale 15% 8 °hi COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: 0 CP lk 0 Date: 1/0/00 Description Quantity Unit Prod. Hours A, 1. Labor B. Material C. Equipment $/hour Cost $/Unit Costs $/Unit Costs 15 Mil Vapor Barrier 1,960 SF Rolls/5,385 SF = 3 Rolls (ASI 006) 3 Rolls -40 74.26 $ (2,970) $(305.90) $ (918) - 20 Mil Vapor Banier 1,500 SF Rolls/5,385 SF = 4 Rolls (ASI 006) 4 Rolls 60 74,26 $ 4,456 $ 716.04 $ 2,864 $ - Additional boots, patches, accessories 1 EA 10 74.26 $ 743 $ 150.00 $ 150 6 - 15 Mil Vapor Barrier 1960,SF Rolls/6310 SF = 3 Rolls (ASI 006) 4 Rolls -60 74.26 $ (4,456) $(305.90) $ (1,224) 5 - 20 Mil Vapor Barrier 1,500 SF Rolls/5,385 SF = 5 Rolls (ASI 006) 5 Rolls 90 74.26 $ 6,683 $ 716.04 $ 3,580 - Additional boots, patches, accessories 1 EA 10 74.26 $ 743 $ 200.00 $ 200 - $ - - $ - - - - $ - - $ - - $ - - - $ - $ - $ - $ - $ - $ - - $ - $ - - $ - - $ - $ - - - $ - - $ - $ - $ - - - $ - . $ - $ - - - - - $ - $ - - $ - - - $ - - - $ - - - $ - $ - - $ - - - Total Cost of Work A. $ 5,198 B. $ 4,653 C. - Jeff Clark From: Austin Proctor Sent Thursday, June 27,2O191iBPM To: Jeff Clark Subject FVV 2OMil Vapor Barrier From: Mike Scribner «mikas@at|ascnnstrucdonspedahieszom> Sent: Thursday, June 27,2018l1]4P&1 To: Austin Proctor<Ausdn.Proctnr@bnbui|ders.com> Subject: RE: ZOMil Vapor Barrier You paid $7I5.04for the l,5OOsq. ft. roll ofthe ZU/mil and your normal cost for the l5mil 1,96Osq. ft. roll ofthe Viper is $ 305.90 per roll. From: Austin Proctor [maiho Sent: Thursday, June JT2OIgI2:S7PM To: Jeff Clark x1effJ]ark6@bnbuUder*.corn>; Mike Scribner <rnikes8gadaoconstrurhonspeda|tkes.com> Subject: RE: 20Mil Vapor Barrier Mike can you help with this? See Below From: Jeff Clark zonr» Sent: Thursday, June Z7,ZDl98:3OAK4 To: Austin Proctor <4mvdn.Prnctor ,com> Subject: 20 Mil Vapor Barrier Did you get aquote for the 2Omil onl5mil vapor barrier? |amlooking tnfinalize the change proposal. Lets discuss when you have afew minutes Jeff Clark |BNouigers ceo1*mAvenue, svuosoniSeattle, wmea1u1 z 1 • Architect's Supplemental Instructions TM MEM PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA OWNER: (name and address) City of Tukwila 2600 Southcenter Blvd. Tukwila, WA 98188 CONTRACT INFORMATION: Contract For: General Construction Date: April 2, 2018 ARCHITECT: (name and address) DLR Group Inc. (a Washington Corporation) 51 University Street, Suit 600 Seattle, WA 98122 ASI INFORMATION: ASI Number: 006.1 Date: July 17, 2019 CONTRACTOR: (name and address) BNBuilders 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. (Insert a detailed description of the Architect's supplemental instructions and, if applicable, attach or reference specific exhibits.) REVISION OF UNDERSLAB VAPOR RETARDER Due to excavation and capping of contaminated soils and oil tank removal within Area A, additional underslab vapor retarder requirements are to be implemented as shown on the supplementary drawing. Drawing Attachments: ASK-A06.1 — [Reference CIVIL C7.00 — GRADING PLAN — SOUTH] UNDERSLAB VAPOR RETARDER SUPPLEMENTAL INSTRUCTIONS] • Indicate extents of additional contaminated soil remediation zone • Indicate approximate areas of 15 & 20 mil thickness underslab sheet vapor retarder • Indicate approximate distance from soil remediation where a minimum 20 mil thickness sheet vapor retarder must be installed. ASB-02 — TUKWILA JUSTICE CENTER LIMITS OF SOIL EXCAVATION AS -BUILT • Surveyed extents and vertical/horizontal datum of soil remediation Reference Attachments MSG — RE: TIC — Contaminated Soils Underslab Barrier ISSUED BY THE ARCHITECT: DLR Group Inc. (a Washington Corporation) ARCHITECT (Firm nam ) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE July 17, 2019 DATE AIA Document G7IOTM — 2017. Copyright © 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA5 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA5 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 19:46:25 ET on 07/17/2019 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (3B9ADA50) VAX AIM. 11, 0.1/11 0111/A1 i; • 1,14 I MOO' fAbC AT 1.1126(1111 ....It nn C7.01 -5 150TH STREET v1111111 /11111114 0/1.02 AIME ,21/1/1. POW Os • / - 11A. CAW At 500555500100 55504 GRADING NOTES I. SEL CID/ RP 2111111111.1121.5 2, 0001*10101100510055050110111105 0/10 1111151101 V RI. MACS 1110 nor MOMS WA KM 11.11110'02 MIMI 111. VMS KV M1V1, 1006 NOTES 0 V. .0010101 ® 111Ate - vow 0050500 1100 tualsic ouTIMF 1111231 2.112111 111 11111111 20/111. VIOT DEVAIMAI 11-2 511112Atr SISPI 11/.211,2 — nroMFRO, neir SHORT RADII WORK POINT Call 81 01 cc 1 0 J ij FORMED ASK-A6.1 PLAN -SOUTH. GRADING N:174110.1 E: 1280642.7 N:174100.0 E: 1280638.9 J ) I .VE 1. FiLLL, 1.• ,1•••:1- MEEIIC-Al. I.-1•OPID7.)TIT.AL 11/L.T, G:\Shored drives \Survey\Tukwila ,iostice Center VWC\BNa SV TJC AS13.dirg Mon. Jul/15/19 09:21am 7 RECORD 1 DATE DRN: KD 1 7/15/19 -4-- DSGN: 1- CHK: APP: APP: I SCALE: BNBuilders • -LIMITS OF TITLE OF DRAWING: N:174108.3 E: 1280649.2 N:174098.1 E: 1280645.5 3 at 4,q Exerexterwal 1" = 20' • 9 7//5//9 TUKWILA JUSTICE CENTER LIMITS OF SOIL EXCAVATION AS —BUILT (To) WORK ORDER DRAWING NUMBER REV SHEET 1" = 20' 2601 4th Ave, Suite 350 Seattle, WA 98121 206.382.3443 BNB SV TJC ASB 02 00 1 CRD FILE: BNB SV TJC CST OF 1 Schmitz, Steve From: Joseph Ellingson <JBUngson@)aoundearthinczom> Sent: Wednesday, July 17'2U191[LSOAN1 To: Schmitz, Steve Cc: Travis Zandi;Tom [ammarata;Terry Montoya; Brandon Gutierrez Subject Justice Center Tank Removal -Vapor Barrier Recommendation HiSteven, Attached is a sketch of where we recommend the 20 mil vapor barrier should extend around where the additional tank was removed. It should extend a minimum of 30 feet from the excavation in all directions and to the building perimeter to the south and east as the sketch shows. We can provide a more professionally done figure if you'd like. Please refer to previous correspondences regarding recommendations for vapor barrier products. Please reach out if you have any questions. Regards, Joef]Qn0ano Project Engineer 206.436.5961 �267.778.6120 noundeorthmnxnm{Employee-Owned �Small Business 1 BNBuilders September 9, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Removal of Contaminated Soils Dear Ethan, BNBuilders hereby submits our proposal for the removal of the contaminated soils through 7/18/19. This change proposal is the final balance of the known contaminated soils. The total proposal of this subject work is Two Hundred Eight Thousand Seven Hundred Three dollars $208,703.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5026 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@,soseal.com) Geri Urbas (geri.urbas@bnbuilders,com) Steve Schmitz (sschnnitz@dlrqrou.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206,382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Remaining Contaminated Soils above Bid Allowance COP #: 5026 DATE: 919/2019 BP 31.00 Iliad $198,764.64 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $198,764.64 $9,938.23 $0,13 Total Change Request $208,703.00 To the best of my knowledge and belief, / certify that all costs listed above are correct. Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: Contractor Name: BN Builders DATE: DESCRIPTION OF CHANGE: Remaining Contaminated Soils above bid allowance 5026 9/9/2019 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Unit Price Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $ 198,764.64 $198,764.64 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $198,764.64 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $198,764.64 To the best of my knowledge and belief, 1 certify that all costs listed above are correct Contractor Signature Date Included COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCDIREI: 0 CP #: 0 Date: 1/0/00 Description Quantity Unit Prod. Hours A.1. Labor A.1, Labor Premium B. Material Unit Cost $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Removal of Contaminated Soils 1380.31 Ton N/A N/A - 144.00 $ 198,765 $ - $ - - $ - - - $ - $ - - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - - $ - $ - - $ - $ - $ - $ - - $ - $ - $ - $ - $ - - $ - $ - - $ - - $ - - - $ - - - $ - $ - - $ - - $ - $ - - $ - - $ - $ - $ - $ - $ - $ - - - - - - Total Cos of Work A. $ - $ - - B. - C. $198,765 Lot Page Company Ticket # CDS01 WM 148518 31.26 CDS01 WM 148515 32.23 CD502 1 WM 148538 33.35 CD502 2 WM 148528 31.88 CD502 3 WM 148523 30.77 CDS02 4 WM 148530 30.47 CDS02 5 WM 148522 28.42 CDS02 6 WM 148527 31.47 C0502 7 WM 148533 29.59 CDS02 8 WM 148531 33.1 CD502 9 WM 148524 32.42 CDS02 10 WM 30180 24.57 CDS02 11 WM 30162 30.67 CDS02 12 WM 30169 30.18 CDS02 13 WM 30165 28.81 CDS02 14 WM 30175 28.9 CD502 15 WM 30176 30.33 CDS02 16 WM 30211 32.55 CD502 17 WM 30206 30.51 CDS02 18 WM 30202 31.3 CDS02 19 WM 30197 31.84 CD502 20 WM 30193 31.82 CDS02 21 WM 30190 30.24 CDS02 22 WM 30185 28.98 CD502 23 WM 30181 36.45 CDS02 24 WM 30183 37.51 CD502 25 WM 30187 28.29 CDS02 26 WM 30194 27.43 CDS02 27 WM 30198 30.27 CDS02 28 WM 30205 29.43 CDS02 29 WM 30213 28.97 CD502 30 WM 30182 35.03 CDS02 31 WM 30186 30 CD502 32 WM 30192 28.08 CD502 33 WM 30196 31.22 CDS02 34 WM 30201 30.02 CD502 35 WM 30204 32.8 CD502 36 WM 30210 32.85 CDS02 37 WM 30184 34.37 CD502 38 WM 30191 38.58 CD502 39 WM 30195 28.03 CD502 40 WM 30200 28.98 CD502 41 WM 30209 29.18 CD502 42 WM 30214 28.93 CD502 43 WM 30216 30.44 CDS02 44 WM 30221 32.84 CDS02 45 WM 30227 32.76 CDS02 46 WM 30217 33,58 C0502 47 WM 30222 32.4 CD502 48 WM 30228 31.74 CD502 49 WM 30234 33.98 CD502 50 WM 30242 31.37 CD502 51 WM 30245 31.16 CDS02 52 WM 30249 33.64 CD502 53 WM 30254 31.05 CD502 54 WM 30218 30.12 CD502 55 WM 30223 32.23 Quanity (Tons) Date SW Report # Location CP # 5/1/2019 1,2,3,4,5,6 5/1/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/2/2019 1,2,3,4,5,6 5/9/2019 14,15,16 5/9/2019 14,15,16 5/9/2019 14,15,16 5/9/2019 14,15,16 5/9/2019 14,15,16 5/9/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/10/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 5/13/2019 14,15,16 N Chamber system N Chamber system N Chamber system N Chamber system N Chamber system N Chamber system N Chamber system N Chamber system N Chamber system N Chamber system N Chamber system Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station Area C gas station 5004 5004 5004 5004 5004 5004 CDS02 56 WM 30229 31.13 5/13/2019 14,15,16 Area C gas station CDS02 57 WM 30235 30.35 5/13/2019 14,15,16 Area C gas station CDS02 58 WM 30239 32.33 5/13/2019 14,15,16 Area C gas station CDS02 59 WM 30243 32.18 5/13/2019 14,15,16 Area C gas station CDS02 60 WM 30246 32.25 5/13/2019 14,15,16 Area C gas station CDS02 61 WM 30251 31.79 5/13/2019 14,15,16 Area C gas station CDS02 62 WM 30219 31.64 5/13/2019 14,15,16 Area C gas station CDS02 63 WM 30224 31.53 5/13/2019 14,15,16 Area C gas station CD502 64 WM 30230 31.66 5/13/2019 14,15,16 Area C gas station CDS02 65 WM 30236 31.35 5/13/2019 14,15,16 Area C gas station CDS02 66 WM 30240 30.24 5/13/2019 14,15,16 Area C gas station CDS02 67 WM 30244 31.27 5/13/2019 14,15,16 Area C gas station CDS02 68 WM 30248 32.26 5/13/2019 14,15,16 Area C gas station CDS02 69 WM 30252 30.3 5/13/2019 14,15,16 Area C gas station CDS02 127 WM 30266 32.65 5/14/2019 14,15,16 Area C gas station CD502 126 WM 30259 32.75 5/14/2019 14,15,16 Area C gas station CDS02 128 WM 30271 35.25 5/14/2019 14,15,16 Area C gas station CDS02 129 WM 30279 33.32 5/14/2019 14,15,16 Area C gas station CDS02 130 WM 30287 32.56 5/14/2019 14,15,16 Area C gas station CDS02 131 WM 30293 32.81 5/14/2019 14,15,16 Area C gas station CDS02 132 WM 30299 33.02 5/14/2019 14,15,16 Area C gas station CDS02 133 WM 30262 32.27 5/14/2019 14,15,16 Area C gas station CDS02 134 WM 30269 32.77 5/14/2019 14,15,16 Area C gas station CDS02 135 WM 30273 34.74 5/14/2019 14,15,16 Area C gas station CDS02 136 WM 30283 33.19 5/14/2019 14,15,16 Area C gas station CDS02 137 WM 30288 32.88 5/14/2019 14,15,16 Area C gas station CDS02 138 WM 30295 30.84 5/14/2019 14,15,16 Area C gas station CDS02 139 WM 30263 29.35 5/14/2019 14,15,16 Area C gas station CDS02 140 WM 30270 27.73 5/14/2019 14,15,16 Area C gas station CDS02 141 WM 30276 32.27 5/14/2019 14,15,16 Area C gas station CDS02 142 WM 30285 30.74 5/14/2019 14,15,16 Area C gas station CDS02 143 WM 30289 27.96 5/14/2019 14,15,16 Area C gas station CDS02 144 WM 30297 29.93 5/14/2019 14,15,16 Area C gas station CDS02 100 WM 30309 31.6 5/15/2019 14,15,16 Area C gas station CDS02 101 WM 30317 31.34 5/15/2019 14,15,16 Area C gas station CDS02 102 WM 30325 32.32 5/15/2019 14,15,16 Area C gas station CDS02 103 WM 30335 31.37 5/15/2019 14,15,16 Area C gas station CDS02 104 WM 30345 33.63 5/15/2019 14,15,16 Area C gas station CDS02 105 WM 30351 33.36 5/15/2019 14,15,16 Area C gas station CDS02 106 WM 30310 31.23 5/15/2019 14,15,16 Area C gas station CDS02 107 WM 30319 30.72 5/15/2019 14,15,16 Area C gas station CDS02 108 WM 30329 31.09 5/15/2019 14,15,16 Area C gas station CDS02 109 WM 30337 31.77 5/15/2019 14,15,16 Area C gas station CDSO2 110 WM 30347 31.42 5/15/2019 14,15,16 Area C gas station CD502 111 WM 30354 32.35 5/15/2019 14,15,16 Area C gas station CDS02 112 WM 30359 32.18 5/15/2019 14,15,16 Area C gas station CDS02 113 WM 30364 32.34 5/15/2019 14,15,16 Area C gas station CDS02 114 WM 30312 28.16 5/15/2019 14,15,16 Area C gas station CDS02 115 WM 30322 29.41 5/15/2019 14,15,16 Area C gas station CDS02 116 WM 30331 28.89 5/15/2019 14,15,16 Area C gas station CDS02 117 WM 30339 29.8 5/15/2019 14,15,16 Area C gas station CDS02 118 WM 30348 30.08 5/15/2019 14,15,16 Area C gas station CD502 119 WM 30357 28.26 5/15/2019 14,15,16 Area C gas station CDS02 120 WM 30314 27.79 5/15/2019 14,15,16 Area C gas station CD502 121 WM 30323 30 5/15/2019 14,15,16 Area C gas station CDS02 122 WM 30333 30.03 5/15/2019 14,15,16 Area C gas station CDS02 123 WM 30342 30.19 5/15/2019 14,15,16 Area C gas station CDS02 124 WM 30349 29.79 5/15/2019 14,15,16 Area C gas station CDS02 125 WM 30358 25.53 5/15/2019 14,15,16 Area C gas station LOT2 WM 31177 33.76 6/7/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 30823 34.39 6/10/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31095 30.78 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31102 32.69 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31113 33.13 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31123 33.3 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31131 32.79 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31096 31,93 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31103 33.82 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31117 34.37 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31124 32.92 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31133 34.73 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31097 31.4 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31108 32.83 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31120 31.14 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31100 30.7 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31109 31.04 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31121 31.79 6/25/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31176 33.16 6/27/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31181 31.81 6/27/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31183 32.51 6/27/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31184 32.91 6/27/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31187 29.8 6/27/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31188 31.16 6/27/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31202 31.86 6/27/2019 33,37,38,39,4 Area C tank 2 LOT2 WM 31209 26.99 6/28/2019 41 Area C tank 3 LOT2 WM 31213 25.96 6/28/2019 41 Area C tank 3 LOT2 WM 31214 29.89 6/28/2019 41 Area C tank 3 WM 31569 32.69 7/18/2019 Area C WM 31576 32.63 7/18/2019 Area C 31579 WM 34.75 7/18/2019 Area C WM 31585 36.18 7/18/2019 Area C WM 31591 30.05 7/18/2019 Area C WM 31570 32.18 7/18/2019 Area C WM 31577 34.31 7/18/2019 Area C WM 31580 35.03 7/18/2019 Area C WM 31587 34.74 7/18/2019 Area C 31593 Area C WM 30.51 7/18/2019 WM 31596 28.32 7/18/2019 Area C WM 31590 32.11 7/18/2019 Area C WM 31582 32.43 7/18/2019 Area C WM 31578 31.57 7/18/2019 Area C WM 31572 29.25 7/18/2019 Area C Total CP 5004 5001.66 225.01 / `fl,,"/" 8th'Axe Reload /400 8th Ave`S Comments CTI-KF P�oduct I (, --I^ /*x ' Total Ticket Rep rint |uchetk 31569 Cvnxm�'��pRO *tnmer Name CITY - ' -~~~ Ticket Date 07/18/- PROFILE 114315W Carrier SELF SELF PaYment Typo Credit --*cco«nt Veh±cle# CTI432 Manual Tickpt# Container Volume Route Driver MARK kNOX Ha«li»g Ticket# Check# Destination Billing# 0000280 PO# 1318-001-04/114J15WAD Ovid me Scale In Ti W7/�B/2N19 08:�1:37 - l Operat»r Inbound Gros » 106560 lb Out 07/�8/2019 08�11:37 "�*�c kf«nk2 Tare kfunk2 ^. . 4118W lb nen 65380 1b LD% Qt" /mm . . ---- Tax Amount O | ENVCLEANUPRgCPC8-Tuns-E 100 2' PER TON b00 32"69 'Tons GOND TON -GONDOLA '-----------~��--- 32^C9 Tons KING MIM 86h Ave Reload 7400'Sth Ave B Seattle, WA, 98108 Total Ticket Reprint Ph: 2-06-694-0600 /zcKet# 31576 Customer Name CITY TRANSFER PROFILE 114315N Carrier SELF SELF , Ticket Date 07/18/2019 Payment Type Credit Acco�ot Veh�ole# CTI�3� Volume Manual Tickwt# Container Route Driver MARK KNOX Hauling Ticket# Check# De5tinati'on Billi»g0 0000280 PO# 1318'-001-04/114315WAD Grid In 0Time/201g 08t59:57 Scalsoale1 kQperatnr Inbound Gross 106440 lb Net 65260 lb Tons Comments CT I -1ftF Product +_ ° mn_QtyUOM__ Rat Tax Amount Orign 1 BNVCLE8NUP RGCPC8-Tun*5'-E 100 32.68 '""�--s - ------^---------------------- --- 2 GONQ TON -GONDOLA PER TON 100 32.63 Tons KING � . Total Tax Total Ticket Reprint Ph: 206-694-N6m0 Ticket# 31579 ��� Ticket Date CUstuffler Name C+// TRANSFER PROFILE 11431514 Carrie, SELF SELF p / �ot --'�.~~^9 Vehiclp# CTl432 ,�'" Type Credit Account C Volume Manual Ticket# �r Row6o Driver MARK KNOX Hauling Ticket# Chec44 Destination Bi1ling# 0000280 PO4 13l8-001-04/114315WAD Grid Ti me In 0�/18/2W1g 09c47«31 G�a�e- ' kf Operator Inbound Gross 11068Q lb Out 07/.18/�01B 09:47:31 ' ~^"^" � 1[f«»ke Taro 41180 lb Lin __ Net Comments CT[_KF Tons 69500 I6 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 LQ% Qty_ UOM Rate Tax Amount n~-'_ ^� 1 ENVCLEANUP RGCPC8-Tons-q 1W@ -- - ------- ----. yxo ^ 2 BOND TON-G8NDOLA PER TON' u+~/u Tons 100 34.75 Tons KING Total Tax WASTE M*IVAGEmFujr � 6 Mh Ave Reload /100 Bth Ave B Seattle' JqA, 98108 Comments CT I --KF Total Ticket Reprint Ph: 206-G94-0600 Ticket# 31585 er Name CITY -._''~ TRANSFER PROFILE 114315W Carrier D '--'2019 SELF SELF Pa m nt Type Credit Account Vehicle# CT1432 Volume �ontai Manual T��kut# »p' Route U'i«er MARK KNOX Hauling Tickot0 Chack# Destination 8dlling# 000@280 PO# 1318-N01-04/124315WAU 8rid Time ln /D7/16/2N1g 10:34:55� S--^~ scale Operator kOpe��t»r Inbound Gross 113540 lb Out 07/18/201g 1W»34:s5 rs�*� Tare 41180 lb -'- Net 72360 lb Tons 3G.18 ENVQLEnNUP ."",""... . --- s-E-_ -_-- '~.. - ~~�^'"n-QUn»uL* p�K TON 100 36.18 Tons KING , � Total Tax .. m KING Comments CTI--KF 8th Ave Reload 740N 8th qve S Seattle` WA/ 98108 Total Ticket Reprint Ticket# 31591 Cuntomer Name CITY TRANSFER PROFILE 114315N Carrier SELF SELF Ticket Date 07/18/2019 Payment Type Credit Account Vehicle# CTI432Volume Manual Ticket# Container Route Driver MARK KNOX HaUliog Ticket# Chech4 Destination Billing# 0000280 p�# 1318-001-04/114315WAD Grid ' Time Scale In 07-13/2G1g 11:24:Z1 Scale kOperator I»b««nd Gross '°""P 101280 lb Out 07/18/2019 11:24:31 b Tare 41180 lb Net 60100 lb Tons -0.03 - _- -_--_-__Am u Lint- z ENVCLEANUP R8CPCS-Tuns-E 100 "30,05 Ton" I- 13OND TON -GONDOLA PER TON 100 321.05 Tons KING _ Total Tax / Payment Type Credit Account- Manual Ticket# Rout e Hauling Ticket-# PO4 i318-001-04/114315WAD Timr Scale In 07/18/201908:23:19 ScaLe I Out 07/18/201'3 08:23:19 8th Ave Reload 7400 8th Ave G Seattle, WA, 98108 Total Ticket Reprint Ticket# 31570 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315WCarrier SELF SELF Vebiole# CTI433 Container Driver MIKE KLINKHANMER Chnck# Bi1ling# 0000280 Grid Operatpr, kfunk2 Vo1ume Inbound Gross 106020 lb Tare 41660 lb Net 64360 lb Tons 32,18 Prodoct _ - LD% Qty UQN Hate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons-E 1' Lf hi 2 GOWD TON -GONDOLA PER TUN 100 32.1g Tons »+mQ � ` T~+,, z"" - Comments CTI—KP Product LD% QtyLIOM ��._____ Rate __ Tax Amount origin , /,",.'.. Toi;41 Ticket. 8th-Aye'geload 7400-8th Ave S Reprint C«etmmnr Name CD=^�' T ' 'm0sm Ticket Date W�/1B'~^.''r����� 1143�5WC�rpier SELF SELF payment T Credit --' u�� Vehicle# CTI433 /gVolume Manual Ti�ket� --- Container o «we Route Dr, i«w1" MIKE KLINkHANNER Hauling Ticket# Chech# Destination '/ Bil.ling# 000028o pQ# i318-001-04/114315 Grid Time`~/~ u�ale In 07/18/2o18 09x14a43 Scale 1 bmOperator 0Inbo«»d Gross 110280 l «� w/^���2Q19 0g:14-43 /»u� T b kfunh2 Net 416G0 lb met 68620 lb /vns 34.371 1 ENVCLEANUP RG�p�q-r".--= - 2 8UND - DULA �=-= Lmm 34.31 Tons ----__~ , �/ 8th Aye Reload /+00 Qth Ave G Seattle, Customer ��~ CITY PROFILE Ticket Date 07/^~^~" payment '---~~ , edit 0ozount Manual T;cj,et# Route |fa!4ing Ticknt# Destinati PO# 1318-@01�04/11431!WAD Time In 0 711.g �0�01:17 scal» O � -'--^ ���Ie l u ��/18/�019 1 '-' ~ ~ 0:�1:�17 Comments CTI-1/,F Total Ticket ' Roprint Ph: 206-G94--0600 /1cket# 31580 114315W Carnier SELF SELF vehicle* CTI433 Container Volume Driyer MIKE KLINKHAMMER Check# Billing#0000280 Ord -'^;oduot Lu: Qty i ENVCLEANUP .`.CP+s-rans-E 1W@ uuND TON -GONDOLA PER TON 100 � Operator ,kFunk2 35.03 Tons M03 Tons Inbound Gross Tare Net Tons 111720 lb 41660 1b 35-03 Tax Amount Origin KING Total Tax , / 8th Ave Reload 74008th Ave G Seattle, WA, 98108 £ GOND TON -GONDOLA -- �—~ � ^"w �+'/* Tons PER TON 100 34.74 Tons � � / Cumments CTI-KF M� wvASTsm*A�/GEME^T- -- �_ Total Ticket ' Reprint /zchet# �1587 Custom__ Ticket--1'--^ ~^'` '"n/'='Ew PROFILE 1143i5W Carrier SELF SELF payment ----^~ Vehicle# CTI4 Manual T| �redi� A��munt Container 33 yolump Ru.ut� DrtVer MIKE KLlNKHANMER Hauling Ticket# Cheoh# Destination ' Billio�# 0000280 PO# 13i8-001-04/114315WgD Grid ` Time In �7/i8�2�1g 1�:46:46 88oa'le Op«rator Inbound Gros O«t 07/18/20lg 1�x46:4G Scale 1 kfunk2 Tare' 111140 lb - 416r,-o lb Net 69480 l6 Tons Product � ENyCL�AN�p R��pCS_T_-~_� ,L»;� _Qty__ _UOM Rater___ Tax Amount _origin To.tal, Tax, Comments CTI-KF WASTE fWAMAGEMEPiv 8th Ave Reload 7400 8th Ave B Seattle, WA, C38108 Total Ticket Reprint Ph: 206-694-0600 Ticket#31593 Customer Name CITY Ticket Date '"n'p,°cx PROFILE 114315W Carrier SELF SELF Payment Type -', -''-~'�~^~ Account Vehicle# CT1433 Volume .'oaI T1ckvt�^~^Container Route Driver MIKE KLINKHgMMER Hauling Tioket# Check# Destination Billing# 0000280 po# 1318-001-04/114315WAD Grid Time Scale Operat ot, Inbound Gross 102680 lb Out 07/18/2019 11:33:51 `'~`~~ kfunk2 Ta�« 41660 1b ' Net 61020 lb Tons Product ___-_~�_~,__ _ �u� �Qty____ UOM' Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons-E 100 30 51 �--/n»s -------�~---------------------------------- E�GOND TON -GONDOLA PER TON 100 30^51 KING Total Tax � ' / ath Ove Reload 7400 .8thAyqS Customer Name CITY /z�He� Date N�/ TRANSFER-rnOFzLE I14315W Ca�pier Manual Tielcetif Container Grid Time-- - In Scale Gat " ---^' Scale 1 -'^'ator w//18/2019 12.16-- � kfonk2 hfu1 k2 uommenta CTI+xF ` / Total 'Ticket Reprint ph: 206-6g4-N6W0Ticket�3�5g6 SELF SELF 000028 Jnbound Gruss Net /vno 98460 lb *l8£0 lb 56640 lb 28-32 Prhduot Qty / wox" Rat Tax « �NuC�EANQp ms_E 1---------�---------~__�__ « Amoxnt � Drigin GQNQ TDm_GOWQ 28 32 Tun ----------'---- uLA PER TON 1W0 28^32 T�----�----�---�- , Tons KlN8 kIN8 ,INA Total Tax T. Comments CTI-KF Ave Reload 7400 8th Ave 8 , WASTE MArjAq3Fmr-M-T- Total Ticket Reprint 31590 Cost -- Ti��u-_ ^ .^'.�,nnvSFERPROFILE 114315W Carrier SELF SELF Datf-I.Payment tYPe CrediLt gCCUMnt "ehzcelf CT1426 Volume Manual Ticket# Container Route Driver MIKE EADS Hauling Tioliet# Chech# Destination 8illing# 0000280 PO# 131 B-001-04/114315WAD Grid Time ' Scale In 07/ 19 i1:01;52 scol@ 1 AOpe�`ator Inbound Gross 10604 O«t 07/18/em1g I1:01��� |fVn|(2 Tare 4182o lb 0 lb Net 64220 l6 Tons 32.11 / ` P�pduct Lut_ ,It UON Rate Tax Amount Origin � E",CL"A/,uP xuCpCG-Tons-E 100 1-:-'.11 Tons ` ---�----------------------- '- GOND TON -GONDOLA PIER TON 100 32.11 Tons KING KING w"10 TofR1 Tau, L' � ~ .� i~�P _ _ mAmTr RnAmAmr:mtPjr Comments CTI-KF 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Total Ticket Reprint Ph: 206-694-0600 Tickat# 321582 'Customer Name CITY TRANSFER PROFILE 114315W Cat, ri SELF SELF Ticket Date 07/18/2019 pr F PaYmeot Type Credit Account yehiQle# CTI426 Volume Manual Ticket# Container Route Driver MIKE EAQS Hauling Ticket# Check# Destination 8illing# 0000280 P[# 1318-001-04/114315WAD Grid ' Time Scalp Operator [nb d 8 in 07/18/2019 10:11:57 Scale 1 kfupk2 oun ruos 106680 lb Out 07/18/2019 10:11:57 kftin k� Tare 41820 lb we" 64860 lb Tons 32.43 2 BOND TON -GONDOLA PEP rnm ^°°�`''^ `__._ .., pu Tons ' '- ~ u � — � '— KING x x 't Product � ____ Lu» Qty UON n�te Tax nm"""+ �.'-^ � �_-_-____ _ � .__,,~ . "r.8/n /~ 1 ENVCL�ANUPRGCPCS-Tons-E 100 32 43 Tons-- "~~~ � Total Tax ,^* WASTE MAMAGEMEruir 8th Ave Reload /400 8th Ave S Seattle, NA, 98108 Customer Name CITY TRANSFER PROFILE Ticket Bate 07/18/2019 Payment Type Credit Account Manual Tickpt# Route ` Hauling Ticket# Destination Q# 1318-N01-W4/114315WAD � Time Scale �n 07/18/2019 03*23:59 Scale 1 Prnduct ��--_ -- GOND TON -GONDOLA PEi R TON '' -^^~` �mw 31.57 � . � Total Ticket 114315W Carrier SELF SELF Vehicle4f [rI426 Container Driver MIKE EADS Chech# Bil1ing4 0000280 operator kfunk2 Reprint Ticket# 31578 Volump Inbound Gross Net Tons 104960 lb 41820 lb 63140 1b Origin Torts uru" Total Tax 8th Ave Reload 7400 8th Ave s Seattle, WA, 98188 1*otal Ticket Reprint Ph: 2m6-694-0600 Ticket# 31572 Customer Name CITY TRANSFER PROFILE 114315W Carr ier SELF SELF Ticket Date 07/18/2019 Payment Type Credit Aoco«nt V�hirlp# CTI4�8 Volume Container Manual Ticknt# Ruute Driver MIKE EADS Hauling Tbcke+# Check# Upstinati�n Billing# 0000280 Grid .PO# 1318-001-04/114315WpD � Time Scala Operator Inbound Gp In 07/18/2019 08:30:20 Scale 1 kftin k2 oys 100320 lb Out 07/18/2019 o8:30:20 kfun1(2 Tare 41820 lb Net 58500 Ib Product. uI;y uun Rate Tax _ I ENVCLEANUP RGCPC3-Tons-` -� � 1mw 29.25 Tons BOND TON-OONDOLA PER TON 100 29-23 Tons , MWM / � Amount WASTE IWANAoEMEruir re 0 Sth Ave Reload 7400 8th Ave G Seattle, WA, 9,9108 '~..^ .." cket Reprint /uzket# 31176 Ph. 206-694-0600 Cu5tume Name CITY TRANSFER PROFILE 11�15W Carrier �� Ticket N6/27/ ' «' SELF Paymput Credit ^ un Vehlc1e# CT1432 Volume Nanual T�'t# ^ Account Cuntainei, Route Driver MARK KNOX Ha«ling Ticket# Check# Destination Bil1ing# N000283 pO# 1318-0W1-04/i14315WAD Grid ' Time '-ScaleOperato r Inbound Gross 107500 lbIv 06/27/2019 07:47Scale 1 kfunk2Out 06/27/20i9 07;+7u26 kfLin k2 Tare 41180 16 Net 6$320 I /unu 33.16 ------ � ~^�^. ^ �w,�p xucpc8���v�-Tons_E �0W 33.16 Tuns 2 gONDTON-GnNDOLA PER TON 100 33.1G Tons / ` i T"+�| r=° - '- �. WASTE MAmxoamEr 8th Ave'Reload 7400 Qth Ave S Seattle, WA, 98108 Total Ticket Reprint Ticketft 31177 Ph; 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/27/2019 Veh1cle# CT1432 Volume Payment Type Credit Account Container Manual Tiokpt# Driver NARK KNOX Route Check# Hauling Ticket# 8i1ling# 000028W Destination Grid ,PO# 1318-0N1�-N4/114315WAD � Time Scale Operator Inbound Grosv 108700 Ib I N6/27/2019 08v34:21 Scale 1 kfunk2 Tare 41180 lb Out 06/27/2019 08:34:21 kfunk2 Net 67520 lb Tons 33.76 Comments CTI-RF LD% Uty UOM Rate Tax Amount Origin t ENVCL2ANUP RGCPCS-Tons-E 100 33.76 Tons 2 GUNQ TON -GONDOLA PER TON 100 33.76 Tons Tn+al-TAv r ` .Ave Reload 7400 8th Ave S Seattle, WA, 98108 Customer Name CITY TRANSFER, PROFILE Ticket Date 06/27/2019 Payment Type Credit Account Manual Ticket# Route .Hauling TicAet# Destination lPO# 1318-001-04/114315WAD Time Scale In 06/27/2019 09:29:55 scale 1 Out 06/27/2019 09v29:55 Comments CTI-KF I ENVCLEANUP R8CPCS-Tons-E 100 2 GOND TON -GONDOLA PER TON 100 114315W Carrier Vehiclp# Container Driver Cheok# 8illing# Grid upe rat kfunk2 kfunk2 .o^C%^ ,*^ ' Total Ticket Reprint Ticket# 31181 Ph: 2O6-694-0600 SELF SELF volume MARK KNOX 0000280 Inbound Gross Tare Net Tons Amount 104800 lb 41180 l6 63620 lb 3i,81 31.81 Tons 31.81 Tons .z~+=` T~. Origin ` ° mVASTE MAmAmsMEWT 8th Ave Reload 7400 Sth Ave S Seattle, WA, 98108 Total Ticket Reprint Ticket# 311K1 Ph. 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date O6/2772019 Vehicle# CT1432 Volume Payment Type Credit Account Container � Manual TicKet# Driver MARK KNOX Route Check# Hauling Tioket# 8illing# 0000280 | Destination Grid � PO# 1318-NN1-04/114315WAD Time Scale Operator Inbound Grosp 106200 lb In 06/2772019 10"22;27Scale 1 hfunk2 Tare 41180 lb | Out 06/27/2019 10422:27 k[unk2 Net 65020 lb Tons 32.51 Comments CTI-KF ENyCLEANUP RGCPCS-To�s,-E 100 32.51 Tons BOND TON -GONDOLA PER TON 100 32.51 Tons Total Tay KING 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 .— .~ ~ . Tota Reprint Tichet# 31184 Ph; 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/27/2019 Vwhicle4f CTI432 Volume Payment Type Credit Account Container Manual Ti#ket# Driver MARK KNUX Route Chech# Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time . Scale Operator Inbound Gross 107000 lb In m6/27/2019 11:22:02 `Scale 1 kfonk2 Taro 41180 lb Out 06/27/2019 11:22xm2 kfuok2 Net 65820 lb Tuns 32.91 Product LD% Qty UON Rate Tax Amount Orlgin 1 ENVCLEANUP s-E 100 32'.91 Tuns KING 2 BOND TON -GONDOLA PER TON 100 32.91 Tons ' Total`Tax - � Total Ticket ` 8th Ave Reload 740N 8th Ave S Seattle, WA, 98108 Reprint Ticket#31187 Ph: 20G-694-OGOO Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/27/2019 Vehicle# CTI432 Vplump Payment Type Credit Account Container Manual Ticket# Driver MARK KNOX Route Cheok# Hauling Ttc4et# Billing# 0000280 Destination Grid PO# 13>@-N01-04/114315WAD Time Scale Operator Inbound Grono 100780 lh In 06/£7/2019 12z12:48 Scale 1 kfunk2 Tare 41180 lb Out 06/27/2019 12;12:48 kfunk2 Net 59600 lb Tons 29.8N Comments CTI-KF 1 ENVCLEANUP RGCPCS-Tons-E 100 29.80 Tons KING 2 GOND TON -GONDOLA PER TON 100 29.80 Tons KING Total Tax ! � p b / . re ° WA=sMANwGEMEm 8th Ave' Reload 7400 8th Ave S Seattle, WA, W108 Total Ticket Reprint Tichet# 31188 Ph: 206-694-OGOO Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/27/2019 Vohio1e# CTI432 Volume Payment Type Credit Account Container Manual T1cket# Driver MARK KNOX Route Check# Hauling Ticket# 8il1lng# 0000280 Destination Grid iPD# 1318-001-04/114315WAn Time Scale Operator Inbound Gros 103500 lb In 06/27/2019 13:04:50 Scale 1 kfunk2 Tare 0180 lb Out 06/@7/2019 13:04:50 kpunk2 Net 62320 lb Tons 31.16 Comments CTI-KF 1 ENVCLEANUP RGCPCS—Tons—E 100 31.16 Tons GOND TON —GONDOLA PER TON 100 31-16 Tons C. KING | � � \ HAlle wASTEwmNAGEMMUT 8th Ave Reload 7400 8th Ave S Seattle, WA, 99108 Total Ticket Reprint Ticket0s120 Ph: 2N6-6,34-N6NN Cuotvmer, Name CITY TRANSFER PROFILE 114315W Carr ior, SELF SELF Ticket Date 06/27/2019 Vehicle# CT1432 Volume Payment Type Credit Account Container Manual Tioket# Driver MARK KNOX Route ChecA# Hauling Ticket#8ilJing00000280 Destination Grid PO# t3l8-N01-04/114315WAB Time Scale Operator Inbound Gross 104900 lh In 06/27/2019 14:16:09 Scale 1 kfonk2 Tare 41180 lb Out 06/27/2019 14:16:09 kfonk2 Net 63720 lb Tuns 31^86 Comments CTI-KF LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons+E' 100 31.86 Tons 2 GOND TON -GONDOLA PER TON 100 31.86 Tons Total Tax KING � � � ` .. 8th Ave Re1oad 7400 8th Ave S Seattle, WA, 98108 Tutal TaW Total Ticket Reprint Ticket#31214 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/28/2019 Vehicle# CT1419 Volume Payment Type Credit Account Container Manual Tickot# Driver RON PARKER Route Check# Hauling Ticket# 8illing# 0000280 Destination Grid 1P0# 1318-001-04/114315WAD Time Scale Operator Inbound Gross 101700 lb In 06/28/2019 10:12:56 Scalp 1 kfunh2 Tare 41920 lb Out 06/28/2019 10:12,56 kfunk2 Net 59780 lb Tons 29.a9 Comments CTI-KF 1 ENVCLEANUP RGCPCS-Tuns-E 100 29,89 Tons KING ' ', --` Total Ta'' ` WASrMAMACtmEpir 8th Ave Reload 7400 8th Ave 8 Seattlm, WA, 98108 Total Ticket ' Reprint Tioket# 31213 Ph: 206--G94-0600 � .Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 0G/281200 Vehicle# CTI#N Volume ,Payment Type Credit Account Container Manual Ticket# Driver, JOE HARTLEy Route Check# Hauling Tioket# Bi}1ing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time Scale Operator [nboond Gross 92140 lb In 08/28/2019 09:59;04 Scale 1 kfunk2 Tare 40220 lb Out 06/28/2019 09:59:04 kfonk2 Net 51920 lb Tons 25.96 Comments CT1--KF LD% Qty UOM Rate Tax Amoont Origin i ENVCLEANUPRGCPCG-Tons-E 100 25.95 Tons 8th Ave Reload 7400gth Ave 9 Seattle, WA, galoa Customer Name CITY TRANSFER PROFILE Ticket Date 06/28/2019 Payment Type Credit Account Manual Tickot# R««t e Hauling Tichet# Destination ?0# 13i8-001-04/i14315WAD Time Scale Operat vr In 06/2-8/2019 09�06�37 Scale 1 kfunk2 Comments CTl-KF 1 ENVCLEANUP RGCPCS-Tons-E 100 26.99 Tons 2 8014U TON -GONDOLA PER TUN 100 26.99 Tons i '=p^ ."" Total Ticket Reprint Ticket# 31209 Ph: 206-694-0600 114315W Carrier SELF SELF Vehicle# CTI440 Container Driver JQE HARTLEY Chmck# Billing# 0000280 Grid Volume Inbound Gross 94200 lb Tare 40220 lh Net 53980 lb Tons 26^99 _ __ 8th Ave Reload 7400 8th Ave B Customer Name CITY TRANSFER PROFILE Ticket Date 06/10/2019 Payment Type Credit Account Manual Ticket# Route Hauling Tickpt# Destination 1PO# 1318-001_04/i14315WAD Time Scale In 08/10/2018 12v14:37 scale 1 Out 06/10/2019 12:14:37 Comments CTI-KF' � � Total Ticket Ticket Reprint Tidet#3082 Ph: 206-694-0600 114315W Carrier SELF SELF Vehicle# CTI432 Container Driver NARK KNOX Chpck# Billing# 0000280 Grid Operator Inbound Gross. 'are Net Tons -------------------------------------- 1N9960 lb 41180 lb 68780 lb 34.39 Origin KING ' Total Ticket 8th Ave Reload /+00 8th Ave s Reprint Seattle` WA, 88106 ph: 206-694-0600 Ticket#31095 Customer Name CITY TRANSFER PROFILE 114315W C i Ticket Date 06/25/201q a'r er SELF SELF Payment Type Credit Account Vehicle# CTI432 Vol Manual Tic/�et# Container Volume Route Driver MARK KNOX Hauling Tioket# Cheok# Destination Billi»g# 000o280 pO# 1318-0N1-N4/114315WAD Grid Time Scale In 06/25/2019 07:52:37 Scale l kfunk2 Opera�ur Inbound Gross Out O6/25/2019 07:52:�37 Tare 102740 lb kfunk2 ^. . 41180 lb mvs 61560 lb Tons 30.78 Product - LD% Qty UOM Rate Tax ----------------------------------------- ENVCLEANUP 2 BOND TON -GONDOLA RGCPr- '-n~ E ^°" 30^/8 Tons PER TON loo 30.78 Tons Amount Total Tax. Origin �.' Comments CTI—KF 8th Ave Reload 7400 8�h Ave S /otal lax Total Ticket Reprint Ph! 206-694-0600 Ticket* 31102 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2019 Payment Typo Credit-gccount Vob�clm# CTl432 Volume Manual .ickpt# Container . Driver NARK KNOX Route ' Chpc4# Hauling Ticket# Destination Bi1ling# 00N08B0 Grid P0# i318-001-04/114315WAD Time Scale In 06/25/2019 08:45:2i 1 'Ope'atm� Inbound Gross 106580 lb Tare 41180 lb Net 653A0 I Tons 32.69 2 GOND TON —GONDOLA PER TON '0o ^'""" _.69 _ KINM Product /"* =^' -- ' ________ ��~ w�y uum Rate Tax Amount Origin ~2 6~ KING ( F ):0, Total Ticket 8tb Ave Reload Reprint 7400 8th Ave 8 Tlcket#31113 Seattle, WA, 98108 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/205/2019 VehJcle# CT1432 Volume Payment Type Credit Account Container Manual Tit:ket# Driver MARK }<NOX Route Ckeok# Hauling Tickot# Billing# 0000280 Destination Grid U�O# 1318-001-04/114315WAD \ Time Scalp Operator Inbound GposS 107440 lb In 06/25/ 2-019 09:58:19 Scale I kfunk2- Tare 41180 16 `Out 06/25/2019 09:58:19 kfunk2 Net 66260 lb Comments CTI-KF LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS~Tons-E 100 33.13 Tons 2 BOND TON -GONDOLA PER TON 100 33.13 Tons Total Tax KING KING Total Ticket ' ~ =ASTExIAMAGEMENr 8th Ave Reload Reprint 7400 8th Ave S Ttckpt# 81123 Seattle, WA, 98108 Ph; 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2018 Vehicle# CTI432 Volume Payment Type Credit Account Container Manual TiCket# Driver MARK KNOX Route Check# Hauling Ticket# 8illing# 0000280 Destination Grid _iPO# 1318-00i-04/114315WAD \ Time Scale Operator Inbound Gross 107780 lb In 06/25/2019 11:00:40 Scale 1 Afunk2 Tare 41180 lb Out 06/25/2019 11x00:40 kfunk2 Net 6860Z lb Tnon 33°30 Comments CTI_KF ProduCt I ENVCLEANUP RGCPCS-Tons-E 100 33.30 Tons Total Tax -Driver's Signatm,re v mAoTEMA*^�"qm=w 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Total Tic'ket Reprint Ticket#3113L Ph: 20G-G94-0600 Customer NameCITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2019 Vehiole# CT1432 Volume Payment Type Credit Account Container Manual Ticket# Driver MARK KNOX Route Check# .Hauling Ticket# Billing# 0000280 'Destination Grid )PO# 1318-001-04/114315WAD Y Time Scale Operator Inbound Gross 106760 lb In 06/25/2019 12:27z22 Scale 1 hfunk2 Tare 4t180 lb Out 06/25/2019 12:27:22 kfmnk2 Net 65580 1b Tons 32.79 Comments CTI—kF Prudoct LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCG-Tons-E 100 32.79 Tons 2 GOND TON -GONDOLA PER TON 100 32.79 Tons Total Tax / � / � e 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Customer Name CITY TRANSFER PROFILE Ticket Date 06J25/2019 Payment Type Credit Account Manual Tlckpt# Route Hauling Ticket# Destination pD# 1318-0Q1-04/114315WAU Time Scale In W6/25/2019 08:00m07 Scale 1 Out 06/25/2019 08:00:07 Total Ticket Reprint Ticket# 31096 Ph: ROG-694-0600 114315W Carrier SELF SELF Vehicle# CTI433 Cnntainer, Driver MIKE KLlNKHAMMER Check# Btlling# 0000280 Grid Operator kfunk2 kfuok2 ` Volume Inbound Gross 105520 lb Tarp 41660 lb Net 63860 I6 Tons 31.93 1 ENVCLEANUP RBCACS-Tuns-E 100 31.93 Tons 2 GOND TON -GONDOLA PER 0N 100 31.93 Tons ---_"_--_--'_-_----�_- Total Tax � ` 8th Ave Reload 7400 8th Ave S Seattle, WA, g8108 /ozal lax Total Ticket Reprint Ticket# 31103 Ph: 206-694-0600 �ustomer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2019 Vehicle# CT1433 Volume "Payment Type Credit Accoont Container Manual Tloket# Driver 141KE KLINKHAMMER Route Chpok# Hauling Ticket# Bil1iog# 0000280 Destination Grid PO# 13t8-001-W4/114315WAD Time Scale Operator Inbound 8ross 109300 lb I 86/25/2018 W8:58:35 Scale 1 kfunk2 Tare 41660 lb Out 06/25/2019 08:58:35 kfonk2. Net 67640 1b Tons 33.82 1 ENVCLEANUP RBCPCS-Tonv-E 100 33.82 Tons 2 GOND TON -GONDOLA PER TON 100 33^82 Tons i / 1. Tb*al-Taa. ' 8th Ave Reload 7400 8th Ave G Seattle, W#, 9810g Total Ticket Reprint Ticket#3L1D Ph: 20G-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 0F,/25/20i9 Vehicle# CTI433 Volume Payment.Type Credit Account Container Manual Tickpt# Driver MIKE KLINKHAMMER RuutE Chock# Hauling Ticket# 8illing# 0000280 Destination Grid PO# 1318-001-04/114315WAD ' Time ., " Scale Operator InbuLtnd Gross 110400 lb In 06/25/2019 10:08:30 Scale 1 kfLin k2 Tare 41660 l6 Out 06/25/2019 10^08:30 kfLin k2 Not 68740 16 Tons 34.37 Comments CTI-KF 1 ENVCLEANUP RGCPCS-Tony-E 100 34.37 Tons Ticket Date 06/25/2019 Payment Type Credit Account Manual T1chet# Route Hauling Ticket# Destination �PO# 1J18-N01-04/il431SWAD � Time Scale In NG/25/2019 11:11o11 scale i Out 06/25/2019 11:11:11 Comments CTI-KF 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Total Ticke�- Reprint Tlcket# 31124 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Vebiclp# CT1433 Container Driver MIKE KLINKHAMMER Check# 8illing# 0000280 Grid Volume Operator Inbound Gross 107500 lb kfonk2 Tare 41660 lb kfonh2 Net 65840 lb 1 ENyCLEANUP RGCPCS-Tons-E 100 32.82 Tons 2 GOND TON -GONDOLA PER TON 100 32.92 Tons Total�a« Total Ticket 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Reprint Ticket# 31133 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2019 Vehicle# CTI433 Volume Payment Type Credit Account Container Manual Tlckwt# Driver MIKE KLINKHAMNER Route Check# Hauling Ticket# Btlling# 0000280 �Dpstinatian Grid /PO# 1318-001-04/114315WAD � Time Scale Operator Inbound Gross 111120 lb !In 06/25/2N19 12:39:30 Scale 1 kfunk2 Tare 41660 lb Out 06/25/2019 12:39:30 kfunh2 Net 69460 lb Tons 34.73 Comments CTI-RF LDV Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCG-Tons-E 100 34~73 Tons 2 BOND TON -GONDOLA PER TON 100 34.73 Tons Total Tax KING � � Total Tax Total Ticket 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Reprint Ticket#31N97 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2019 oehiole# CTI426 Volume Payment Type Credit Account Container Manual Ttcket# Driver MIKE EgDS Route Check# Hauling Ticket# Bi1ling# 0000280 ,Destination Grid .PO# 1318-001-04/114315WAD Time Scale Operator Inbound Gross 104620 lb In 06/25Y2019 08^09:39 Scale I kfunk2 Tare 41820 1b Out 06/25/2019 08"03:39 kfunk2 Net 62800 Ib Tons 31.40 LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUPRGCPCS-Tnns-E 100 31.40 Tons /vL.A/ /dv Total Ticket r« m WASTE MAmAGEWIENx 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Reprint Ticket# 31108 Ph: 206_694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2019 Vehiclp# CTI426 Volume Payment Type Credit Account Container Manuel Ticket# Driver MIKE EADS Route Chpck# Hauling Ticket# BilIing# 0000880 Destination Grid PO# 1318-001-04/114315WAD Time Scale Operator Inbound Gross 107480 lb In N6/25/2019 09viR:08 Scala i Afunk2 Tare 41820 1b Out 06/25/2019 08:12:08 k'funk2 Net 65660 lb Tons 32.83 Comments . CT[-KF Product LD% Qty �� Rate Tax Amount Origin ------------ 1 ENVCLEANUP RGCPCS-Tons_E 100 32.83 Tons KING 2 GOND TON -GONDOLA PER 0N 100 3-0^83 Tuns ire m WASTE MAPJAOEMPPJT 8th Ave Reload 7400 8th Ave S Seattle, WA, 981LA8 Total Ticket Reprint Ticket# 31120 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 0G/25/3019 Vehicle# CTI426 Vulume Payment Type Credit Account Container Manual Tichet# Driver MIKE EADG Route nu e Check# Hauling Tichet# Billing# 0000280 Destination Grid PO# i31B-001-N4/114315WAD Time scale., Operator Inbound Gross 104100 lb In 06/25/2019 10:26:51 Scale I kf.in k2 Tare 41820 lb Out 06/25/2019 10:26:51 kfLin k2 Net 62280 lb Tuns 3i.14 Comments CTI-KF 1 ENVCLEANUP RGCpCS-Tons-E 100 31.14 Tons Total Tax 0N8 � � fle a ncMAw�E-nnc-rdy ^ 8th Ave Reload 7400 8th Ave S Seattle, WA, 981W8 Customer Name CITY TRnNSFER PROFILE Ticket Date 06/25/2019 Payment Type Credit Account Manual TicKet# Route Hauling TicAet# Destination wuv 131�_0@1-N4/1�4315WAD Time Scalp In 06/25/2019 08:19:13 Scale 1 Out 06/25/2019 08:1B:13 Comments CTI-KF Total Tax Total Ticket 114315W Carrier SELF SELF Vphiclp# CT1425 Container Driver RUSS STEVENSON Check# Bi1Iing# 0000280 Grid Operator kfunk2 kfunk2 1. EWVCLEANUP RGCPOG-Ton,-E 100 30.70 Tons 2/ BOND TON -GONDOLA PER 'TON 100 30.70 Tons � 1 Reprint 311N0 Volxmm Inbound Gross 103840 lb ,are 42440 lb Net 61400 lb Tons 30.70 . f WASTE MANAGEMENT 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 '""p, ."� Total Ticket Reprint Ticket# 31109 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 06/25/2019 0e6ic1e# CTI425 Volume Payment Type Credit Account Container Manual Tioketif Driver RUGS STEVENSON Route Choc8# ,Hauling Ticket# 8il1ing# 0000280 Destination Grid jPO# 1318-001-N4/114315WgD Time Scale Operator Inbound Gross 104520 lb In 06/25/2019 09:19:36 Scale 1 kfunh2 Taro 42440 lb Out 06/25/2019 09:19:36 kfonh2 Net 62080 1b Tuns 31.@4 Comments CTI-KF 1 ENVCLEANUP RBCPCS-Tons-E 100 31.04 Tuns KIND 2 BOND TON -GONDOLA PER TON 100 31.04 Tons Tu.tal-Tait _ ! � � o . |, ` 8th Ave Reload 7400 8th Ave B C�stnmer Name CITY TRANSFER PROFILE Ticket Date 06/25/2019 Payment Type Credit Account Manual Tichpt# Route Hauling T1cket0 Dest'ination |PO# 1318-001-N4/114315WAD ` Time Scale In 06/215/2019 10:32:42 Scale 1 Out 06/25/2019 10:32:42 Comments CTI-KF Total Ticket Reprint Tic4et#31121 Ph: 206-694-06@N 114315W Carrier SELF SELF Vehiclm# CT1485 Container Driver RUS8 STEVENSON Chpok# 8i]1inQ# 0000280 Grid Operator Inbound [ross 106020 lb hfunh2 Tarp 48440 lb kfunk2 Net 63580 lb Tons 31.79 ProdQct LD% Qty UOM Rate Tax Amount Origin ----__-_- 1 ENVOLEANUp MGCPCS-Tons-E 100 31.79 Tuns KING Total Tax BNBtailders October 1, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Unforeseen Condition: Fuel Tank at JC-3 Dear Ethan, BNBuilders hereby submits our proposal for the decommissioning and removal of the fuel tank in the JC-4 building footprint. Refer to the included map for specific location. The total proposal of this subject work is Five Thousand Nine Hundred Five dollars $5,905.00. There are no impacts to the schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5028 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineknsoseai.com) Geri Urbas (gerturbasbribuilders.com) Steve Schmitz (sschrnitz@dIrgroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206,382,3443 F: 206.382.3440 City of Tukwila Justice Center 15045 Tukwila International BLVD Tukwila, WA 98118 Utilities, Foundations, Structure Logistics Plan 4 vasT,IiimlOgligAISik , BNB Peojectptfttittf, JCSaairoymitiiii00144/4t6r CP5008 (Exp) CP5010 (Imp) CP5019 - Oil Tank CP5026 (Exp) CP5027 (Imp) CP5029 - Tank CP5030-Tank/Grease CP5033-Tank Frew,- 44tgeNtS,S; t' ,AziftiffiU04.,,,Mtv,WW0ew., Vq_A Notes: - "CSD" - Contaminated Soils Discovery Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5028 DATE: DESCRIPTION OF CHANGE: Decommission and removal of a fuel tank in the JC-3 building footprint. Refer to included map for location BP 31.00 Iliad $5,624.00 st-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $5,624.00 $281.20 -$0.20 Total Change Request $5,905.00 To the best of my knowledge and belief, I Get* that all costs listed above are correct. Contractor Signature Date 5% BNB SNEluilders TJC Project No. SUBCONTRACTOR: Subcontractor CP Breakdown Summary Iliad Decomission and remove fuel tank 1 on west DESCRIPTION OF WORK: side of south lot . SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: 12 12 Date: 8/23/2019 A. DIRECT LABOR COSTS ( Per Cost Breakdown Attached) B. MATERIAL COSTS ( Per Cost Breakdown Attached) C. EQUIPMENT COSTS ( Per Cost Breakdown Attached) D. SUBTOTAL DIRECT WORK (Total A, B, C, and D Above) 2,102 1,748 3,850 11. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) Tanks by Dallas H. Subtotal Subcontractor Costs Direct Cost Fee 935 $ $ - $ - $ 935 $ III. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) 15% 577 B. Fee on Subtier Subcontractor Direct Costs (Item H) 8% 75 IV. SUBTOTAL TOTAL VI UNIT PRICE TOTAL SUBTOTAL (Total of Parts 1, II, III Above) $ 5,437 Liability Insurance 5.80% $ 122 Bond Costs 1°/0 $ 65.24 TOTAL (Total of Parts 1, II, 111, IV Above) TOTAL 5,624 COP Cost Breakdown Project Name: TJC. Project. No. Subcontractor: Iliad Work Description: Decomission andremove fuel tank 1 on west side of south lot Cost Event0: 12 CP'9: Document:9 Date: 7/23/2019 Spec Section Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost $Thour Cost $/Unit Costs $/Unit Costs Operator 1 ea 16 71.46 $ 1,143 $ - $ - $ - Laborer 1 ea 16 59.91 $ 959 $ - $ - $ - Excavator 1 ea. 16 $ - $ - 65.11 $.1,042 $ - Loader 1 ea 16 $ - $ - 44.12. $ 706 $ - $ - $ $ S $ - $ - $ - $ - $ - $ $ - $ - $ $ - $ $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ $ $ - $ - $ $ - $ - $ - $ - $ - $ - $- $ $ - $ - $ - $" - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - TotalCost of Work Total Cost of Unit Price Work. A. $ 2,102 B. $ - C. $ 1,748 D. $ 3,850 DATE 06/11/2019 Ate: Dominic w/ ILIAD EMAIL: dominic c@illiadnw.com Tanks by Dallas 17552 Ballinger Way NE, Lake Forest Park, WA 95155 Phone 205)355-0291 Fax 206)351-0992 Licensed, Bonded & Insured TANKSD•O01KF SiteAddress: 15045 Tukwila International Blvd Tank Size: 300 gallon Contents: 0" oil Addltlonal Comments: PHONE: 206-786-3407 I PERMIT UTILITIES LOCATE city: Tukwila Zip; 98188 t : EMAIL: OPTIONS Please cltic%preferred option below": REMOVAL MACHINE ASSIST: $700.00 PERMIT: PERMIT: PERMIT: $150.00 OTHER: OTHER: OTHER: TAX TAX TAx: $85.00 TOTAL: TOTAL: TOTAL: $935.00 Options: Options listed above Include pumping and disposing of all contents per local and stale regulations. The "EUr option: Tank will be cleaned and rinsed prior to filling with approved inert material. The 'Remover option listed above also includes: Removal and disposal of the tank itself. The excavated area will be backfilled and compacted back to grade, We do our bast to preserve the site and return it to the original condition. However, if landscaping is impacted by the removal, restoration Is not Included In the above estimate. The 'Machine Assist Rtmovsl price is based on using your machines on site to excavate the tank and load onto our trucking. Tanks will then be taken to our shop to be cleaned, cut and property disposed of. SAC: Dltotrar#. ►rdamintted ekes mutt be reported to Department of Ecology"' Re -Useable oil win be donated to families In need through our HEAT andd'a 4xmacelpt will be proved for the donation. • Payment Is due upon completion of service. An certificates and I 6 forwarded once Invoice Is paid In full. Tanks By Dallas accepts cash, checks, all major credit cards arim r e t ffrcrfil closing as form of payment. "*"FOR AUTHORIZATION TO PROCEED, PLEASE SIGN OwnerfAtifflotteing Agent E PREFERRED OPTION ABOVE AND FAX, EMAIL OR MAIL BACK'*" Date: 4 "NOTE" TBD TRIES TO PROVIDE AS MUCH INFORMATION AS POSSIBLE WHEN PREPARING YOUR BID. IN THE EVENT THAT THE TANK SITE SHOULD CONTAIN ANY UNKNOWN FACTORS (GAS LINES, WATER LINES, CONTAMINATES, ECT.) ADDITIONAL SERVICES & CHARGES MAY BE REQUIRED TO COMPLETE THE JOB. Prior to incurring ANY ADDITIONAL EXPENSES, WE WILL CONSULT WITH THE PERSON AUTHORIZING THE WORK B N Builders October 1, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Unforseen Condition: Septic Tank Dear Ethan, BNBuilders hereby submits our proposal for the remediation of the septic tank found at the Northeast side of the site — refer to the enclosed map. The total proposal of this subject work is One Thousand Four Hundred Sixty -Three dollars $1,463.00. There are no impacts to the schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5029 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim OustinekAsoseaLcom) Geri Urbas (geri.urbasAbnbuilders.com) Steve Schmitz (ssehmitz)dirqroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206,382.3443 F: 206382.3440 City of Tukwila Justice Center 15045 Tukwila International BLVD Tukwila, WA 98118 Utilities, Foundations, Structure Logistics Plan .403. , ,.,„„fintitt.N00.0 tzuct,mpag,e44,,a.--- " Giai,?,,go.6.24;n4t gff ,,,„,,s;,,sattaSssISSISSO,SSASIS "44::04,S4S0S40StSliSSS,,p4S,Satspi,„'SSSIssse.,0 . CP5032 AC Pipe S /SOS* , .04 J444 *ro,tirgiti1004444ettiSti,"474St4t4Ce°,0:417,040, 0* A4'0 ittP4 4444t,, sisiSssenststgliss,ISSISS'''Srss,s,,,, Notes: - "CSD" - Contaminated Soils Discovery • h*St, ss,SSss,,SMS0.,,,isgS; '''!..611SkAS471,ttl ss. Asti:OWN**, 4444000 ss 0,S,S,S,, BNEPiiitqct910, CP5008 (Exp) CP5010 (Imp) CP5019 - Oil Tank CP5026 (Exp) CP5027 (Imp) CP5029 - Tank CP5030-Tank/Grease CP5033-Tank .,! ,;•l',:rt,,,t4.4140,01.SittSt"; ' ,,,k,,,,,• ,,;;AwAk„.„„„&,,,..„,„„,,,,,,,,zroak, ... . „.• , ,.!',;!!',',.g 7, • i , .„,„ , ,., „4, .,, ,, • .„ .„11,4.,,,'-; 1 1'. • 01t!:07;,;;,,,,,,,, . „* • 4, lit''''..E4 ', ' , Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Unforseen Condition: Septic Tank Removal COP #: 5029 DATE: 6/21/2019 IBP 31.00 Iliad lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $1,393,001 $1,393.00 $69.65 $0.35 Total Change Request $1,463.00 To the best of my knowledge and belief, I certify that costs listed above are correct. Contractor Signature Date 5% BNB BNBuilders TJC Project No. SUBCONTRACTOR: Subcontractor CP Breakdown Summary Iliad Pump out and remove septic tank in NE corner DESCRIPTION OF WORK: of south lot I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: 13 13 Date: 8/21/2019 A. DIRECT LABOR COSTS ( Per Cost Breakdown Attached) B. MATERIAL COSTS ( Per Cost Breakdown Attached) C. EQUIPMENT COSTS ( Per Cost Breakdown Attached) D. SUBTOTAL DIRECT WORK (Total A, B, C, and D Above) B. 383 260 643 11. SUBTIEFZ SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) Advanced Septic H. Subtotal Subcontractor Costs Direct Cost Fee 530 $ $ - $ $ $ - $ 530 $ I. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 96.45 6% 32 V. TOTAL VI. UNIT PRICE TOTAL SUBTOTAL (Total of Parts I, II, HI Above) Liability Insurance 5.80% Bond Costs 1% TOTAL (Total of Parts I, II, III, IV Above) TOTAL $ 1,301 $ 15.62 75 1,393 COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Iliad Work Description: Pump out andremove septic tank in NE corner of south lot Cost Event#: 13 CP#: Document.# Date: 7/23/2019 Spec Section Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost 5/hour Cost. $/Unit Costs $/Unit Costs $ - 5 - $ $ - Operator 1 ea 2 71.46 $ 143 $ - $ - 5. - Laborer 1 ea 4 59.91 5 240 $ - $ - $ - Excavator 1 ea 4 $ - $ - 65,11 $ 260 $ - $ $ - $ - $ - $ - $ - $ - $ - 5 - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ $ - 5 - 5 $ - 5 - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ $ - $ $ - $ - $ - $ $ - $ - 5 - 5 - $ - $ - $ - $ - $ - $ - $ - 5 - $ - $ - $ - $ - $ - 5 - $ - $ $ - $ - $ - $ - $ - $ - 5- $ - $ - $ - $ - $ - $ - $ - $ - $ - s - Total Cost of Work A. Total Cost of Unit Price Work $ 383 B. $ - C. $ 260 D. $ 643 BILL TO Iliad Inc 11m7South Bailey Street Seattle, WA 98108 USA }[>n ADDRESS IL Iliad Inc l5045Tukwila International Boulevard Tukwila, WA 98188 USA 2518Eas Valley Highway East * Sumner, VYA9D39O Phone ^2S]435-999g Fax '253-94D-4306 moww.aadvancedsemiceszom INVOICEDATE Completed Date: 6/12/2019 DESCRIPTION OF WORK Pumped septic tank for decommission TASK DESCRIPTION QTv pR!C E TOTAL 4KCST King County Septic Tank(upto 1200 Gals): 1.00 $469.00 $469.00 King County Septic Tank Pumping (up to 1200 Gals) 4KRME King [nPumper Fee: 1.00 $13.00 $13.00 King county septic pumping fee SUB -TOTAL $482.00 TOTAL DUE $530.20 BALANCE DUE $53020 CUSTOMER AUTHORIZATION A -Advanced Septic Services, Inc. is hereby authorized to furnish all materials and labor required to complete the work for which the 'customer signed below and agrees tnpay the amount v,the invoice. Sign here P., Date 6/12/2019 Page 1 of 2 BNEluilders October 1, 2019 Shell Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Unforeseen Condition: Fuel Tank #2 Removal Dear Ethan, BNBuilders hereby submits our proposal for the decommissioning and removal of the fuel tank #2 in the NE corner of the South Lot. Refer to enclosed map showing the exact location. The total proposal of this subject work is Seven Thousand Three Hundred Ninety -Four dollars $7,394.00. There are no impacts to the schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5030 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinekAsoseai.com) Geri Urbas (geri.urbasbnbuildersxom) Steve Schmitz (sschrnitzasilreroup.corn) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206 382 3443 F. 206 382 3440 City of Tukwila Justice Center 15045 Tukwila International BLVD Tukwila, WA 98118 Utilities, Foundations, Structure Logistics Plan Ultnilf.'="44M,,,,4,4"44-4-44*!,1,41,4,444 114444444444444444444444-4t."*:;.' BNB Prblect Offletii',1 CP5008 (Exp) CP5010 (Imp) CP5019 - Oil Tank CP5026 (Exp) CP5027 (Imp) CP5029 - Tank CP5030-Tank/Grease CP5033-Tank TONeZINFI Iti$446.N.NNoii,h;ONOwim Notes: -"CSD" - Contaminated Soils Discovery 44410 14 Nott4 )0, Notti;:":.4 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCDIASI #: GENERAL CONTRACTOR BNBuilders, Inc. COP #: 5030 DATE: 812312019 DESCRIPTION OF CHANGE: Decommission and remove fuel tank #2 in the NE corner of the South Lot Dispose of oil/water separator in NE corner of the South Lot IBP 31.00 Iliad 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $7,042.001 $7,042.00 $352.10 -$0.10 Total Change Request $7,394.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date :5% BNB BNBuilders TJC Project No. SUBCONTRACTOR: Subcontractor CP Breakdown Summary Iliad Decomission and remove fuel tank 2 in NE DESCRIPTION OF WORK: corner of south lot, area C. 1. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: 17 17 Date: 7/23/2019 A. DIRECT LABOR COSTS B. MATERIAL COSTS C. EQUIPMENT COSTS D. SUBTOTAL DIRECT WORK ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) (Total A, B, C, and D Above) 1,051 521 1,572 H. SUBTIER SUBCONTRACTORS G. Subtler Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) Tanks By Dallas H. Subtotal Subcontractor Costs Direct Cost Fee $ 1,485 $ $ - $ - $ - $ $ 1,485 $ III. FEE Breakdown Per Con rad A. Fee on Direct Work (Item E) B. Fee an Subtier Subcontractor Direct Costs (Item H) 15% 235.78 8% 118.80 IV. SUBTOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance 5.80% Bond Costs 1% TOTAL (Total of Parts I, II, Ill, IV Above) VI. UNIT PRICE TOTAL TOTAL 3,411 198 40.94 3,650 COP Cost Breakdown Project Name: TJC. Project No. Subcontractor: Iliad Work. Description: Decomission and remove fuel tank in. NE comerof south lot, area C. Cost Event #: 17 CP #: Document :# Date: 7/23/2019 Spec Section Description Quantity_ Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost $/hour Cost S/Unit Costs S/Unit. Costs $ - $ - $ - $ - Operator 1 ea 8 71.46 $ 572 $ - $ - $ - Laborer 1 ea 8 59.91 $ 479 $ - $ - $ - Exoavator 1 ea 8 $ - $ - 65,11 $ 521 $ - $ - S - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ $ - $ $ - $ - $ - $ $ - s - $ - $ - $ - $ - $- $ - $ - $ - $ - $ - $ - $ - $ - - $ - 5 - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - 5 - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ $ - - $ - $ $ $ - $ - $ - $ - Total Cost of Work A. Total Cost. of Unit Price Work $ 1,051 B $ - C. $ 521 D. $ 1,572. Tanks By Dallas 17552 Ballinger Wy NE LK. Forest Pk., WA 98155 P:206-365-0291 F: 206-361-0992 Customer Iliad, Inc 206-786-3407 dominic@iliadnw.com barbara®iliadnw.com Invoi ce Date Invoice # 7/10/2019 5184 Site Address 15045 Tukwila International Blvd Tukwila, WA 98188 Terms Due on receipt Service Quantity Description Rate Amount Machine Assist Tank Rem._ PERMITS Marine Chemist 1 Machine assisted removal of (1)300 gallon oil tank. Required Permit Required for commercial tanks 700.00 150.00 500.00 700.00T 150.00T 500.00T Thank you for your business! Subtotal S1,350.00 Sales Tax (10.0%) S135.00 Total S1,485.00 alance • ue $1,485.00 Oil Tank Decommissioning Certificate Tanks By Dallas has decommissioned the oil tank at: 15045 Tukwila International Blvd, Tukwila, WA 98188 IFCI UST Certificate Number: 32US32003668 Decommissioner's signature Name Printed: VON DALLAS GIGRICH Approximate age of tank: 50YR Tank size: 300 GALLON Last contents of tank: OIL Soil contamination observed: YES, refer to Sound Earth Decommissioning Type: Fill in Place Removal X Date of Decommissioning: 07/10/2019 The work was done in accordance with local and state regulations. Tanks By Dallas has made all means to Leave the site as close as possible to its original condition. Tanks By Dallas is not liable for any underground conditions at this time or any in the future. Any and all known underground conditions and any potential unknown underground conditions have been properly communicated to the person authorizing the tank work. This certificate is the result of a binding agreement/contract produced prior to commencement of the tank decommissioning. The ICC certified UST decommissioner noted above is responsible for notifying the person authorizing the work of a confirmed petroleum release, leak or spill. As the responsible party authorizing the work, said party must have responsibilities under the law to report petroleum release, leaks or spills to the appropriate state or federal agencies. Tanks By Dallas 17552 Ballinger WY NE Lake Forest Park, WA 98155 206-365.0291 Fax 206-361-0991 Email tanksbydallas@tanksbydallas.net Website tanksbydallas.net BNB BNBuilders TJC Project No. SUBCONTRACTOR: Subcontractor CP Breakdown Summary Iliad Disposed of oil/water separator found in NE DESCRIPTION OF WORK: corner of south lot, area C. I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: 19 19 Date: 8/23/2019 A. DIRECT LABOR COSTS ( Per Cost Breakdown Attached) B. MATERIAL COSTS ( Per Cost Breakdown Attached) C. EQUIPMENT COSTS ( Per Cost Breakdown Attached) D. SUBTOTAL DIRECT WORK (Total A, B, C, and D Above) 1,248 540 969 2,757 II. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ - $ $ $ - $ - $ ID, FEE Breakdown Per Con act A. Fee on Direct Work (Item E) 15% 413.48 B. Fee on Subtier Subcontractor Direct Costs (Item H) 6% IV. SUBTOTAL SUBTOTAL (Total of Parts I, 11, III Above) Liability Insurance 5.80% Bond Costs 1% V. TOTAL TOTAL (Total of Parts I, II, III, IV Above) VI. UNIT PRICE TOTAL TOTAL 3,170 184 38.04 3,392 COP Cost Breakdown Project: Name: TJC Project. No. Subcontractor: Iliad Work Description: Disposed of oil/water separator found in NE comer of south lot, area C. Cost Event #: 19 CP #: Document # Date: 7/23/2019 Spec Section Description Quantity Unit Prod. Hours. A, Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost $/hour Cost S/Unit Casts $/Unit Costs Solo Dump Truck/Dump Fee 1 ea $. - 540.00 $ 540 350.00 $ 350 $ - Operator 1 ea 9.5 71.46. $. 679 $ — $ - $ - Laborer 1 ea 9.5 59.91 $ 569 $ - $ - Excavator 1 ea 9.5 $ - $ - 65.11 $ 619 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - S $ - $ - $ $ - $ $ - $ - $ - $ - $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - S $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - S - $ - $ - $ - S - $ - $ - Total Cost of Work A. Total Cost of Unit Price. Work. $ 1,248. B. $ 540 C. $ 969 D. $ 2,757 CITY OF TUK ILA CONTRACT CHANGE ORDER NO. DATE: 06/26/19 PROJECT NO.: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 18-049(f) Council Approval 6/3/19 Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 71 Contractor By 0 Title Original Contract (without tax) $ 34,049,999.00 1 APPROVED BY THE CITY OF TUKWILA Previous Change Order 0.00 I Date This Change Order (without tax) $ 312,112.00 V By Mayor, Al an Ekberg REV. CONTRACT AMOUNT $ 34,362,111.00 Original Contract Time: 546 days Additional Contract Time for this Change Order: 0 days Updated Contract Time: 546 days RIGINAL: City Clerk (1 of 2) Contractor (2 of 2) Deputy City Administrator SOJ Program Director cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File (11/2014) Exhibit "A" C ANGE SU A; Y FC ANGE CITY OF TUKWILA - PUBLIC SAFETY PLAN Project Name Justice Center CO # 001 Project # 91630501 Contract # 18-049;1 Date 6/27/19 TO CONTRACTOR: BNBuilders 2601 Fourth Ave, Suite 50 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5002 ASI 001 - Credit of remaining unused bid allowance ($35,000) associated with the Removal of Asbestos UFC -$5,527 COP 5004 Removal of Contaminated Soils at North Lot. UFC $34,022 COP 5008 Removal of unforeseen Contaminated Soils at JC-7. UFC $274,946 COP 5014 ASI 004 - Revisions to Electrical Vaults per Seattle City Light. AD $6,559 COP 5020 Removal and Decommissioning of an Abandoned Well located at JC-3 UFC $2,112 Change Order No. 1 $312,112 BNBuilders June 25, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal (Rev 2) for ASI 001 — Additional Asbestos Dear Ethan, In accordance with ASI 001 dated 3/11/19, BNBuilders hereby submits our proposal (Rev 2) for additional asbestos containing materials. The total proposal of this subject work is negative Five Thousand Five Hundred Twenty - Seven dollars -$5,527.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5002 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dIrqroup.com) RNBuilciers 2.601. 4.th Avenuo, Suite 35.0 Soattle., \NA 98121 T: 206.382.3443 206:382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 001 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 001 - Additional Asbestos COP #: 5002 DATE: 6125/2019 Note: BP 02.41 included a $35,000 allowance for additional asbestos. Change order credits back the remaining unused bid allowance BP 02.41 BP 02.41 Rhine Bid Allowance Rhine: ASI 001 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment -$35,000.00 $29,735.87 -$5,264.13 -$263.21 $0.34 Total Change Request -$5,527.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Rhine Breakdown Summary OJECT NAME: Tukwila Justice Center Project No. 4823 SUBCONTRACTOR: Rhine Demolition 1. CRAFT LABOR COSTS a. apprentice -class 1 b. LABORER (Straight Time) c. LABORER (Overtime) d. LABORER (Doubletime) e. SUPERVISOR (Straight Time) f. SUPERVISOR (Overtime) g. SUPERVISOR (Doubletime) h. OPERATOR (Straight Time) i. OPERATOR (Overtime) j. OPERATOR (Doubletime) k. TEAMSTER (Straight Time) I. TEAMSTER (Overtime) m. TEAMSTER (Double Time) n. PROJECT MANAGEMENT HRS 0 210 0 0 56 0 0 0 0 0 0 0 0 0 Supervision f. direct supervison (NTE 0% of la, b, c & d) g. safety (NTE 2% of lines la, b, c, d, & e) h. travel (if applicable, itemize) 2. MATERIALS COSTS a. material costs b. freight costs (itemize) COMMENTS: RATE $ 57.33 $ 12,039.30 $ 78.60 $ $ 99.86 $ $ 60.75 $ 3,402.00 $ 82.03 $ $ 103.29 $ $ 77.49 $ $ 102.23 $ $ 121.26 $ $ 65.22 $ $ 86.57 $ $ 1,070.91 $ $ 95.00 $ DIRECT LABOR SUBTOTAL 3. EQUIPMENT COSTS a. owned equipment (per spec approved source) b. rental equipment 4. SMALL TOOLS a. small tools (NTE 2% of la, b, c, & d) 5. OVERHEAD & PROFIT a. NTE 15% portion of 1, 2, 3, & 4 6. SUBCONTRACTORS a. b. c. d. 7. OVERHEAD & PROFIT ON SUBCONTRACTORS a. NTE 8% portion of 1, 2, 3, & 4 8. INSURANCE a. payroll driven liability insurance at 2.90/work hour 9. BOND a. bond (% of 1 thru 8) 10. UNIT PRICE WORK a. unit price work Date: 5/9/2019 Abatement of additional asbestos containing materials 15,441.30 1. CRAFT LABOR COSTS $ 15,441.30 2. MATERIAL COSTS $ 5,269.89 3. EQUIPMENT COSTS $ 5,146.09 4. SMALL TOOLS $ - SUBTOTAL 1 -4 I 25,85 /.28 I 5. OVERHEAD & PROFIT $ 3,878.59 $ - 6. SUBCONTRACTORS $ 7. OVERHEAD ON SUBCONTRACTORS $ 8. INSURANCE $ 9. BOND $ SUBTOTAL 1 - 9 $ 29135.87 10. UNIT PRICE WORK TOTAL COSTES-7137337/71 6/6/2010 Page 1 of_. 4823 RFC081 Additional Asbestos Cost Summary Revised 6-6-19 Breakdown TE TB KD Project Nam e• Tukwila Justice Center Project No. 4823 Contractor: Division MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL, MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIA MATERIAL Rhine Demolition, LLC Description 6 MIL FIRE RETARDANT POLY 6 MIL POLY CLEAR 4 MIL POLY 8' X'100' 4 MIL POLY 10` X 100° 6 MIL POLY FIRE RETARDANT REINFORCI CARPET PROTECTOR SQUARE PADS 2" DUCT TAPE 3" DUCT TAPE 2" BLUE PAINTERS TAPE SPRAY GLUE KWIK FOAM 2"" PAINTBRUSH SAW; BLADES TILE MACHINE BLADES RAZOR SCRAPER BLACES (PACKS) BREAKAWAY KNIFE BREAKAWAY KNIFE BLADES QUIK KNIFE KNIFE BLADES STAPLES (BOX) SPUD BAR BLADES PLASTIC DISPOSAL DRUMS FIBER DRUM. 55 GAL DOT DRUMS 48" CORRUGATED CARDBOARD MEGA BOXES, PALLETS LINERS GLOVE BAGS VACUUM BAGS VACUUM HEPA FILTER 12 GAL VACUUM HEPA FILTER 5 GAL AIR CASSETTE HEPA PREFILTER - HEPA MACHINE S 2" PRE FILTER HEPA'MACHINES HEPA PLEATED FILTER - HEPA MACHINE RING PANEL FILTER - HEPA MACHINES HEPA PREFILTER PAD - HEPA MACHINES PAPR HEPA FILTER Page 1 16 34 15 17 19 0 Unit; 2.14 108.74 59.47 14258; 6.00 Co s 543.70 171.12 10.04 160.64 1240 8.45 0.75 3.49 10.00 99.20 8.66 150.00; 4.95 4.95 3.95 0.50 5 1.00 2.00 2.00 2 45 10.00 54.65 34.25 2.00_ 12.00 64.65 30.00 30.00 0 10.00 10.00 20.00 1075 15.00 15.00 150.00 115.25 4.78 3.25 3.75 4.25 5.50 20.00 12.00 90.82 3.00 15.00 12.75 Date. 5/9/2019 Equipment Unit 'Costs MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL DISPOSAL DISPOSAL EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT Breakdown FLEX DUCT 25 FT LAYFLAT TUBING (ROLL) ZIP POLES RESPIRATOR CARTRIDGES ALCHOLOL WIPES BOX NEUGENIC MASTIC REMOVER (GAL) CONTROL MASTIC REMOVER (GAL) 'FIBERSET PM ENCAPSULANT (GAL) PIRAHNA PAINT STRIPPER (GAL) TSP - TRISODIUM PHOSPHAET (GAL) PENEWET ENCAPSULANT (GAL) BENEFACT (GAL) Q128 (GAL) IAQ 6000 (GAL) LAG KLOTH (ROLL) ASBESTOS/DANGER BANNER TAPE ASBESTOS SIGNS XSORB (BAG) 2 STAGE POP UP DECON ACM STICKERS TOWELS (BOX) COTTON T-SHIRT RAGS (BOX) TYVEK POLY COATED SUITS GLOVES (PAIR) KEVLAR/NITRILE GLOVES (PAIR) KNEE PADS (PAIR) DOODLE BUG SCRUB PADS SCRUB PAD HOLDER PUSH BROOMS DISPOSABLE BUCKET FOXTAIL BRUSH DUSTPAN BATTERIES (BOX) WIRE WHEEL WIRE BRUSH LONG HANDLE WIRE TOOTHBRUSH WATER Y CONNECTOR WATER NOZZLE DEBRIS BAGS BLACK DEBRIS BAGS CLEAR ASBESTOS BAGS DIESEL FUEL (WORK TRUCK) REGULAR FUEL (CUBE VAN) NOVO SAMPLE AIR MONITORING ASBESTOS DISPOSAL (CONTAINER) DEBRIS DISPOSAL (CONTAINER) DECON UNIT TE 60 HAMMER (DAY) TE 500 AVR TE 1000 HAMMER (DAY) TE 1000 HAMMER /C TE 1500 HAMMER (DAY ART (DAY) TE 1500 HAMMER W/CART (DAY) Page 2 0 16 10 0 0 0 0 0 0 5 16 0 0 0 40 10 10 0 4 0 0 0 0 1 2 0 14 105 0 0 6 4 0 0 0 0 38.74 116.22 65.00 10.00 4.44 71.04 14.10 14.10 29.60 58.00 580.00 41.25 41.20 16.00 42.43 40.00 52.20 43.00 102.00 41.28 7 123.84 7.00 35.00 10.05 160.80 189.44 2,87 40.00 41.25 41.25 8.05 322.00 314 6.35 63.50 6.40 3.10 31.00 5.00 16.00 - 64.00 4.00 5.00 2.75 16.00 15.00 3.00 1.00 5.00 • 5,00 4.00 8.00 0.75 0.90 12,60 1.07 11.2.35 2.94 2.50 9.00 54.00 1,580.00 ' 1,580.00 1,410.00 165.00 64.00 64.00 73.00 98.00 73.00 108.00 660,00 EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT EQUIPMENT Breakdown TE 3000 HAMMER (DAY) TE 3000 HAMMER W/CART (DAY) AIR COMPRESSOR 185 (DAYS) AIR DRYERS (DAY) 2KW GENERATORS (DAY) 3KW GENERATORS (DAY) 25KW GENERATOR (DAY) 40KW GENERATOR (DAY) '70KW GENERATOR (DAY) GENERATOR MAGNUM (DAY) TEMP POWER BOXES (DAY) NEGATIVE AIR MACHINE 2000cfm NEGATIVE AIR MACHINE 600cfm BAKER SCAFFOLD ROLLING (DAY) ELECTRIC POWER JACK (DAY1 SEMI TRUCK (HOURS) SEMI TRAILER (HOURS) TILE REMOVAL MACHINESDAY) FLOOR BUFFER MACHINE (DAY) CUBE VAN - 14' PICKUP TRUCK TOWABLE TRAILER AIRLESS SPRAYER GARDEN HOSE ELECTRICAL CORDS BOLOGNA CORDS GFI'S WASH STATION PORTAB E SHOWER (W/PUMP & TANK) HOT WATER TANK SHOWER PUMP HEPA VACUUM 12 GAL HEPA VACUUM 5 GAL TWIN AIR PANEL CORE DRILL ROTO HAMMER RIVET BUSTER AIR CHIPPING GUN HILTI SA HILTI DCI 230 GRINDER TORCH KIT TIP BIN 1 YARD TIP BIN 2 YARD TIP BIN 3 YARD 6'LADDER 8' LADDER EXTENTION LADDER WOBBLE LIGHT HALOGEN LIGHT HEAD LAMPS ADJUSTIBLE WRENCH TOOL SET Page 3 0 0 0 0 0 0 0 0 0 0 1.26 2 0 0 0 22 0 0 0 0 0 0 0 0 0 2 0 11, 90.00 118.00 165.00 42.00 40.00 80.00 125.00 190.00 290.00 50.00 59.00 78.40 68.00 40,00 35.00 79.00 22.00 725.00 54.00 176.45 75.00 49,60 45.00 6.25 12.34 22.18 12.50 41.25 266.83 24.50 28,75 80.00 50.00 408.00 92.00 57.00 67.00 67.00 29.00 75.00 42.00 55.00 58.00 63.00 18.00 20.00 21.25 40.00 20.00 5.00 14.97 24.97 120.00 150.00 59.00 313.60 913.50 108.00 882.25 271,48 22.18 62.50 266.83 450.00 145.00 55.00 54.00 20.00 80.00 10.00 Breakdown EQUIPMENT CORDLESS TOOLS 1 29.00 29.00 EQUIPMENT FALL PROTECTION HARNESS 0 14.00 EQUIPMENT FALL PROTECTION LANYARD' 0 7.00 EQUIPMENT FALL PROTECTION LIFE LINE 0 17.00 EQUIPMENT ROOF ANCHOR 0 5.00 EQUIPMENT 100" CABLE 0 5.00 EQUIPMENT HALF FACE RESPI TOR 15 10.00 150.00 EQUIPMENT . PAPR RESPIRATOR 4 31.65 126.60 EQUIPMENT SAR RE PI TOR/COMP/PANEL HOSE 1 84.15 84.15 EQUIPMENT MANOMETER 0 50.00 ' EQUIPMENT HIGH FLOW AIR SAMPLING PUMP 4 12.50 50.00 EQUIPMENT 'Total LOW FLOW AIR SAMPLING PUMP 6 10;50 63.00" Cost of Work Total Cost of Unit Price Work 5,269.89 5,146.09 Page 4 RHINE DEMOLITION, LLC 1124 1.12th Street E, Tacoma, WA 98445 TAC (253) 537-5852 SEA (253) 838-0551 Date: — f (-- Description of'Work Irs, Rhine Job # Cu ABOR DAILY EXTRA WORK REPORT NAME CRAFT ST OT DT E UIP TENT DESCRIPTION — INCLUDING ATTACHMENT (i.e. ;grapple, breaker, bucket & thumb) EQUIPMENT # HOURS Tile IIAU NG/TRANSPOR TA TION RW TRUCK # OR TRUCKING CO. MATERIAL OR ITEM HAULED DISPOSAL FACILITY # OF LOADS RENTAL EU P./MA TERIA S/S UPP: IES EQUIP/ ATER AL/SUPPLY DESCRIPTION VENDOR QUANTITY I hereby authorize above work and declare that 1 have authority to do so. This document is accepted as timely notice for performed. CUSTOME extra work INE DEMOLITION RHINE DEMOLITION, LLC 1124 112th Street E, Tacoma, WA 98445 TAC (253) 537-5852 SEA (253) 838-0551 Date: Description of Work i Rhine Job # 1-{ A.T Custol LABOR C ►FT DAILY EXTRA WORK REPORT 1;4W:1g S ST OT DT EOU MEN T DESCRIPTION — INCLUDING ATTACHMENT (Le. grapple, breaker, bucket & thumb) EQUIPMENT # HOURS l HAUL NG TRANSPORTATION RW TRUCK # OR TRUCKING CO. MATERIAL OR ITEM HAULED DISPOSAL FACILITY # OF LOADS RENTAL E# UIP. ATE. A /SUPPLIES EQUIP/MATERIAL/SUPPLY DESCRIPTION VENDOR QUANTITY Notes: pt I hereby authorize above work and declare that 1 have authority to do so. This document is accepted as timely notice for the extra work pertonned. r _- CUSTOMER i RI-IINE DEMOLITION RHINE DEMOLITION, LLC 1124 112th Street E, Tacoma, WA 98445 TAC (253) 537-5852 Date: 11 SEA (253) 838-0551 Rhine Job # `7 DAILY EXTRA WORK REPORT Customer rI a NAME LABOR CRAFT ST OT DT E ► UIPJ ENT DESCRIPTION — INCLUDING AI IACHMENT (i.e. grapple, breaker, bucket & thumb) EQUIPMENT # HOURS dt W" CAS 3 HAU NG/TRANSPOR TA TION RW TRUCK # OR TRUCKING CO. MATERIAL OR ITEM HAULED DISPOSAL FACILITY # OF LOADS RENT.. E1 U P. A T E R ALS/SUPP ES EQUIPIMATE RIAL/SUPPLY DESCRIPTION VENDOR QUANTITY Notes: I hereby authorize above work and declare that 1 have authority to do so. This document is accepted as timely notice for the extra work performed. CUSTOMER +1E DEMOLITION RHINE DEMOLITION, LLC 1124 112th Street E, Taeotria, WA 98445 TAC (253) 537-5852 SEA (253) 838-0551 DAILY EXTRA WORK REPORT Date: Rhine Job # 4F'1.3 Customer Description ofWork tj KIS NAME 10, (Led 4 c ge LABOR 44 • $ CRAFT $ $ P. thSOr ST OT DT E PM DESCRIPTION — INCLUDING A TTACHMENT (Le. grapple, breaker, bucket & thumb) EQUIPMENT # HOURS kir -r; fp if. , 0 AULI NG TRANSP RTAT ON RW TRUCK # OR TRUCKING CO. MATERIAL OR ITEM HAULED DISPOSAL FACILITY # OF LOADS RENTAL E UIP. ATERIALS/SUPPLIES EQUIP/ TERIAL/SUPPLY DESCRIPTION VENDOR QUANTITY . 0 Air - Notes: , ,...f ...... 1 I hereby authorize above work and declare that I have authority to do so. This document is accepted as timely notice for the extra work performed. 11 4- CUSTOMER / , RHINE DEMOLITION i RHINE DEMOLITION, LLC 1124 112th Street E, Tacoma, WA 98445 TAC (253) 537-5852 SEA (253) 838-0551 Date: 14 9_19 Rhine Job # NAME C Customer FT DAILY EXTRA WORK REPORT ST OT DT E U P. ENT DESCRIPTION — INCLUDING ATTACHMENT i.e- grapple, breaker, bucket & thumb) EQUIPMENT # HOURS HAUL NG/TRANSPOR TA TION RW TRUCK # OR TRUCKING CO. MATERIAL OR ITEM HAULED DISPOSAL FACILITY # OF LOADS RENTAL EU P. IATE rA L S SUPP: IES EQUIP/MATERIAL/SUPPLY DESCRIPTION VENDOR QUANTITY Notes: I hereby authorize above work and declare that a have authority to do so. This document is accepted as timely notice for the extra work performed. RHINE DEMOLITION RHINE DEMOLITION, LLC 1124 112th Street E, Tacoma, WA 98445 TAC (253) 537-5852 SEA (253) 838-0551 Date. q. Description of Work N E Rhine Job # 1-F to Customer LABOR DAILY EXTRA WORK REPORT ST OT DT E P ENT DESCRIPTION — INCLUDING ATTACHMENT (i.e. grapple, breaker, bucket & thumb) EQUIPMENT # HOURS HAU. NG/TRANSPORTA TION RW TRUCK # OR TRUCKING CO. MATERIAL OR ITEM HAULED DISPOSAL FACILITY # OF LOADS RENTAL EOU P. CATER A S/SUF ES EQUIP /MATERIALISUPPLY DESCRIPTION VENDOR QUANTITY 1 hereby authorize above work and declare that I have authority to do so. This document is accepted as timely notice for the extra work performed. CUSTOMER RHINE DEMOLITION RHINE DEMOLITION, LLC 1 124 112th Street E, Tacoma, WA 98445 TAC (253) 537-5852 SEA (253) 838-0551 Date: ,6, Rhine Job # L( Description of Work Nth DAILY EXTRA WORK REPORT Custotr�er E LABOR CRAFT ST OT DT E U P ENT DESCRIPTION — INCLUDING ATTACHMENT . grapple, breaker, bucket & thumb? EQUIPMENT # HOURS HA ULI NG/TR,ANSPORTAT ON RW TRUCK # OR TRUCKING CO. MATERIAL OR ITEM HAULED DISPOSAL FACILITY # OF LOADS RENTAL U P. A TER ALS S UPPJ ES EQUIP/MATERIAL/SUPPLY DESCRIPTION VENDOR i UANTITY e 14 r '' " [ # a t.. q Notes: I hereby authorize above work and declare that This document is accepted as timely notice for perforated. CUSTOMER have authority to do so. e extra work RHINE DEMOLITION Demtzlit'on ..A DATE: PROJECT NUMBER: PROJECT NAME: NAME POLY SHEETING 4mi1110'z1D0' REGULAR 4mi1110'x100' FIRE RETARDENT _ 4mi1110'x100' RE-INFORCED 4mIIi20'x100' REGULAR 4mill 20'x100' FIRE RETARDENT 4mill 20'400' REINFORCED 6m11110'x100' REGULAR 6m11110'x100' FIRE RETARDENT 6mill 10'x100' REINFORCED 6mi1120'x100' REGULAR 6mill 20'x100' FIRE RETARDENT 6m11120'x100' RE-INFORCED DUCTTAPE/SPRAY GLUE 2" Duct Tape 3'Duct Tape 2" Blue Painters Tape 3" Blue Painters Tape Glue Glue ASBESTOS BAGS 6mill Clear Debris 6mill Black ACM Bags Glove Bag 44 x 60 Single Glove Bag 44 z 60 Continuous iT Glove Bag 44 x 72 Single~ Glove Bag 44 x 72 Single (HIGH TEMP) _NEGATIVEAIRS/HEPAVACjS _.._ I HEPA Vacuum 5 Gal HEPA Vacuum 12 Gal HEPA Vacuum Bags NEGATIVE Ark- 2200ctm 2200 /Fabric Pre -Filter 2200 / 2" pleated Pre-Fllter { 2200 / Charcol Pre-Fllter NEGATIVE AIR 600 800cftn 600-800 / Fabric Pre•Filter .�_— 600-800 / 2" Pleated Pre -Filter 600.800/ Charcol Pre -Filter 12" layflat Exhaust Tubing 22"Layflat Exhaust Tubing 25" Flex Duct Tubing RESPIRATOR/TYPE-C Half Face Resirator Full Face APR Respirator PAPR Respirator TYPE-C SAR Complete System Respirator Cartridges P100 Respirator Filter hem Stacks DECON EQUIPMENT Portable Shower System Portable Wash Station Shower Towels Shower Filters — N Hair & Body Shampoo Pop -Up 3 Stage Unit (SAFETY EQUIPMENT nt First Aid Kit Clear SafetyGlasse Earplugs Respirato Spite' kl't Tyvex Heavy Duty Sults Tyvex Tween 2229 Duty Suits Harness & Lanyard Yo-Yo Retractable Lanyard Lifting Cable Roof Anchor Concrete Anchor Black Rubber Boots Knee Pads _ - Leather Gloves -Pair Nitrate%Kevlar Gloves -Pair EA f Box BOX ) BOX RHINE Signature: Contractor Signatur CONTRALTO' ENVIROMENN AL EQUIPME low Flow Pump High Flow Pump Manometer Asbestos Air Cassettes Lead Air Cassettes Silica Air Cassettes Silica Cyclone Asbestos Banner Tape Asbestos/Lead Warning Sign R9 Placards 1CHEMICAL/ENCAPSULATE Neugenic Mastic Remover 5 Gal Control Low Odor Mastic Remover 5 Gal Sentlnol Mastic Remover 5 Gal 100% Cotton T-shirt *sorb Absorbent Fiberset PM Encapsulation 5 Ga Penwet Surfactant 5 Gal 1Y14� Q128 Mold Cleaner Microban Mold Cleaner 5hockwave Mold Cleaner IAQ 6300 Mold Encap Benefact Mold Cleaner TSP Clean Sweep Piranha Paint Rem Peel Away Ledizolve .�._..-LagKote .. Lag _._-....... _ ._.....,_.�...�_._.�. __.._ ._.._;..._.....1 Cloth PACKAGINGrDISPOSAL EA BOX 55 Gal Metal DOT Drum 55 Gal Plastic Drum 15 Gal DOT Drum Fiber Drum Mega Boxes trlega Box Liners L. Pallets Kitty litter I X-sorb Absorbent (TOOLS/EQUIPMENT Qulk Knife Razor Blades Knife blades Breakaway Knife Breakaway Blades 8" Razor scraper/Blades 4" Razor Scraper/Blades Spud Bar Blades Doodle Bugs Scrub Pads Scrub Pads Holder/Poles Extendable 'Scraper Poles S,awxall Blades Sawzall Chopsaw_ Skillsaw Grinder Wire Wheel Cordless Drill 2" Paint Brush 3" Paint Brush Disposable Plastic Disposable Spray Mop Heath Water "Y"s Water Nozzles Toothbrush -Wire .. wire brush - tong Handle Dust Pan -_— Foxtail BrushPush Broom 12' Zippy Pole Set EA 1 BOX J.[ WO PERFOR f. ED TOOLS/EQUIPMENT Kwlk Foam Garden Hose Staples�—. Batteries AA Batterles AAA Nails Screws Head Lamps Wobble Lght Halogen light 48" Corrugated Ca 36"Ram Board Sticky Poly_- Walk -Off Pad 4' Ladder 6'Ladder adder 10'Ladder 2' Ladder nslon Ladder akerScatfolding Power Cords GFCI 50amp Power Cable Temp Power Box Disposable Spray Bo[tles Generator 2k Generator 5k Towable Generator Floor Grinder Machine Tile Machine Floor Buffer Pallet Jack Pressure Washer TE 60 Hammer Rol TE 1000, Hammer (DAY) _- TE 1000 Hammer W/CART (DAY) TE 1500 Hammer (DAY) TE 1500 Hammer W/CART_(DAY)__ _ TE 3000 Hammer (DAY)__ TE 3000 Hammer W/CART (DAY) Roto Hammer Air Compressor 185jDAY) Air Dryers (DAY) Drywall Cart Flat Cart Tip BIn 1 Yard Tip Bln 2 Yard T_ip Bin 3 Yard Diesel Fuel Towable Dump Tralle Towable Flatbed Trailer Towable JIG Trailer Semi Truck (HOURS" Trailer (HOURS) Pick up Truck Box Van Demo DATE: 7 ; PROJECT NUMBER: PROJECT NAME: NAME POLY SHEETING 4mill 10'400' REGULAR 4mill 10'x100' FIRE RETARDED_ 4mill 10'400' RE-INFORCE 4m11120'x100' REGULAR 4mill20 400' FIRE RETARDENT 6m1110 x100' R 4mi1120'x100' REINFORCED 6m1i1110'xlOp' FIRE RETARDENT 6m11110'x100' REINFORCED 6mill20'400' REGULAR'ry 6m11120'x100' FIRE RETARDENT 6mill20'xl00' RE-INFORCED L,DUCTTAPE%SPRAY GLUE 2" Duct Tape { 3" Duct Tape LL _ 2 Blue Painters Tape 3" Blue Painters Tape Spray Glue Spray Glue ASBESTOS BAGS ( 6m111 Clear Debrisw WI: Back ACM Bags^ Glove Bag 44 x 60 Single Glove Bag 44 x 60 Continuous Glove Bag 44 x 72 Single ^' Glove Bag 44 x 72 Single (HIGH TEMP) NEGATIVE AIRS/HEPA VAC'S EA HEPA Vacuum 5 Gal HEPA Vacuum 12 Gal HEPA vacuum Bags NEGATIVE AIR 2200cfm 2200 /FabricPre-Filter 2200 / 2" pleated Pre -Filter 2200 / CharcolPre-Fitter '.,.. _,..._ NEGATIVE AIR • 600-800cfm ._.._._...,..,.___..._ 800-800 / Fabric Pre -Fire -Filter 600-800 / 2" Pleated Pre -Filter 600.800 / Charcol Pre -Filter 12" Layllat Exhaust Tubing 22" Layflat Exhaust Tubing 25" Flex Duct Tubing RESPIRATOR/TYPE-C Half Face Resirator Full Face APR Respirator PAPR Respirator TYPE-C SAR Complete System„ Respirator Cartridges P100 Respirator Filter Chem Stacks DECON EQUIPMENT Portable Shower System Portable Wash Station Shower Towels TM ' Shower Filters Hair & Body Shampoo Pop -Up 3 Stage Unit SAFETY EQUIPMENT First Aid Kit �.. Clear Safety Glass Earplugs Respirator Wipes Spill Kit' Tyvex Heavy Duty Suits, Tyvex Tween 2229 Duty Sults Harness & Lanyard Yo-Yo Retractable LanS Ching Cable RoofAnchor Concrete Anchor Black Rubber Boots Knee Pads loves- Pair._ .. .. Nitrate/Kevlar Gloves -Pair L. 4 IENVIROMENTAL EQUIPMENT Low Flow Pump High Flow Pump Manometer Asbestos Alr Cassettes Lead Air Cassettes Silica Air Cassettes Silica Cyclone _ Asbestos Banner Tap Asbestos/lead Warnin tr9 Placards CHEMICAL/ENCAPSULATE Neugenic Mastic Remover 5 Gal Control Low Odor Mastic Remover ( SentinolMastic Remover 5Gal ' 1D0% Cotton T-shirt rags X-sorb Absorbent Flberset PM Encapsulation SG Penwet Surfactant 5 Gal' Q128 Mold Cleaner Microban Mold Cleaner Shockwave Mold Cleaner IAQ6100 Mold Encap Benefact Mold Cleaner T5P Clean Sweep Piranha Paint Remover PeelAway Ledizolve Lag Kote Lag Cloth PACKAGING/DISPOSAL 55 Gal Metal DOT Drum 55 Gal Plastic Drum 15 Gal DOT Drum Fiber Drum Mega Boxes Mega Box Liners Pallets Kitty Litter Litter��M. K-sorb Absorbent TOOLS/EQUIPMENT Qulk Knife Razor Blades Knife blades Breakaway Knife Breakaway Blades 8 Razor Scraper/Blades 4"Razor Scraper/Blades Spud Bar Blades, Doodle Bugs Scrub Pads Scrub Pads HalderLoles Extendable Scraper Poles Sawzall Blades Sawzall Chopsaw 5killsaw Grinder Wire Wheel Cordless Drill 2" Paint Brush 3" Paint Brush p posable Plastic Buck_ Disposable Spray Bottles Mop Heads Water "Y"s Water Nozzles Toothbrush -Wire _. _.. ,._. ,.__..___.._-- Wire brush - Long Handle Dust Pan 0-oxtail Brush _ Push Broom 12' Zippy Pole Set RHINE Signature: Contractor Signature: CONTRACTOR: TOOLS/EQUIPMENT Kwik Foam Garden Hose Staples Batteries AA terles AAA Nails ead Wobble Light Halogen light 48"Corry atedCardboard 36" Ram Board ` ..... Inc ky Poly. _ Walk -Off Pad 4'ladder 6' Ladder 88Ladder 10' Ladder 12' Ladder Extension ion Ladder__ Baker Scalfoldmg. Power Cords GFCI 50amp Power Cable row.. Temp Power Box Disposable Spray Bottles_ Generator 2k Generator 5k Towable Generator Magnum, Floor Grinder Machine Tile Machine Floor Buffer Pallet lack Pressure Washer TE 60 Hammer (DAYL TE 1000 Hammer,DAYl_ TE 1000 Hammer W/CART (DAYL„ TE 1500 Hammer (DAYL _ TE 1500 Hammer W/CART(DAY) I TE 3000 Hammer (DAY) _ TE 3000 Hammer W/CARTJDAY) Roto Hammer Alr Compressor 185 JDAY) Air Dryers (DAY) Drywall Cart Flat Cart' Tip Bin 1Yard T_ip Bln 2 Yard Tip Bin 3 Yard Diesel Fuel Towable DumeTrailer Towable Flatbed Trailer Towable JLG Trailer Semi Truck (HOURS) Semi Trailer (HOURS) Pick up Truck Box Van RENTAL EQUIPMENT' BOX_ Demaltition +,.Abatement DATE: PROJECT NUMBER:__ PROJECT NAME: CIJS/ kJ'• ax- Aii air "' !NAME ,{ ST OT DT (POLY SHEETING r- 4mill 10'x100' REGULAR 4mill10'x100' FIRE RETARDENT 4mill10'x100 RE INFDRCED 4mlll 20'x100' REGULAR 4mill 20'4.00' FIRE RETARDENT 4mill20'x100' REINFORCED 6m11110'x100' REGULAR 6mill 10'4.00' FIRE RETARDENT 6mi1110'400' RE-INFORCED 6mill20'400' REGULAR 6mi1120'x100' FIRE RETARDENT 6mill i0'x1tj0' RE•INFDRCEt7 DUCT TAPE/SPRAY GLUE 2" Duct Tape 3" Duct Tape 2" Blue Painters T 3' Blue Painters Tape Spray Glue !Spray Glue ASBESTOS BAGS 6mlll Clear Debris 6m111 Black ACM Bags Glove Bag 44 x 60 Single Glove eag 44. z 60 CConhnuous Glove Bag 44 x 72 Single — ove Bag 44 x 72 Single (HIGH TEMP) NEGATIVE AIRS/HEPA VAC S HEPA Vacuum 5 Gal HEPA Vacuum 12 Gal HEPA Vacuum Bags NEGATIVE AIR-2200cfm ! 2200 / Fabric Pre -Filter 2200 / 2" pleated Pre-Fil 22007 Charcol Pre-Fllter NEGATIVE AIR - 600.800cfm 600.800 / Fabric Pre -Filter 600-800 / 2" Pleated Pre -Filter 606-800 / Charcol Pre -Filter 12" Layflat Exhaust Tubing 22" Leyflat Exhaust Tubing 25"Flex Duct Tubing RESPIRATOR/TYPE-C I Half Face Reslrator Fulf Face APR Respirator PAPR Respirator TYPE-C SAR Complete System Respirator Cartridges P100 Respirator Filter Chem Stacks li ECON EQUIPMENT Portable Shower System Portable Wash Station j Shower Towels Shower Filters Hair & Body Shampoo Pop -Up 3 Stage Unit SAFETY EQUIPMENT First Aid Kit Clear Safety Gla Earplugs Respirat Spill Kit Tyvex Heavy Duty Suits TyvexTween 2229 Duty Harness & Lanyard Yo-Yo Retractable Lanyard Liking Cable Roof Anchor Concrete Anchor black Rubber Boots Knee Pads .. _... . Leather Gloves -Pair Nitrate/Kevla RON1ENTAL EQUIPMENT yr Flow Pump High Flow Pump Manometer Asbestos AIr Cassettes Lead Air Cassettes Silica Air Cassettes 5111ca Cyclone Asbestos Banner Tape _ Asbestos/Lead Warning Sign R9 Placards CHEMICA ENCAPSULATE Neugenic Mastic Remover 5 Gal Control Low Odor Mastic Remove Sentlnol Mastic Remover 5 Gal 100% Cotton T•shlrt rags X-sorb Absorbent _ Fiberset PM Encapsulation 5 Gal Penwet Surfactant 5 Gal Q128 Mold Cleaner OK _I l Microban Mold Cleaner Shockwave Mold Cleaner j P IAq 6100 Mold Encap _ „_ __. Benefact Mold Cleaner TSP Clean Sweep Piranha Paint Re EA ' BOX BOX Box EA J 80x Peel Away Ledizolve Lag !tote Lag Cloth PACKAGINGr 1SPOSAL 55 Gal Metal DDT Drum 55 Gal Plastic Drum 15 Gal DOT Drum Fiber Drum Mega Boxes Mega Box Lin Pallets KiI litter ' X•sorb Absorbent (TOOLS/EQUIPMENT Quik Knife Razor Blades Knife blades _ Breakaway Knife Breakaway Blades h8" Razor Scraper/Blades 4" Razor Scraper/Blades Spud Bar Blades Doodle Bugs Scrub Pads Scrub Pads Holder Poles Extendable Scraper Poles Sawzall Blades Sawtall Choasaw ._._. Sklllsaw Grinder Wire Wheel Cordless Drill 2" Paint Brush 3" Paint Brush Disposable Plastic Buckets Disposable Spray Bottles Mop Heads ! water "Y_s Water Nozzles Toothbrush•Wire ( Wire brush • Long Handle Dust Pan Foxtail Brush Push Broom 12' Zippy Pole Set RHINE Signature: Contractor Signatu CONTRACTOR: ttI !TOOLS/EQUIPMENT Kwik Foam Garden Hose Staples_ Batteries AA t._Batteries AAA l..._Nal, ------- Srrt Head lam Wobble_light Halogen Light _ 48" Corrugated Cardboard 36" Ram Board Sticky Poly f Walk -Off Pad 4'Ladder 6' Ladder 8' Udder 10' Ladder _ 12'Ladder } Extension Ladder Baker Scaffolding Power Cords_,. GEO 50amp Power Cable Temp Power Box Disposable Spray_Botdes Generator 2k Generator 5k Towable Generator Floor Grinder Machin! Tile Machine , fioor Buffer Pallet Jack Pressure Washer TE 60 Hammer (DAB WTE 1000 Hammer�DAY) TE 1000 Hammer W CART (DAY) TE 1500 Hammer DAY TE 150D Hammer WLCART (DAY) TE 3000 Hammer (DAY) TE 3000 Hammer W/CART (kAYI Roto Hammer Air Compressor/IS (DAY) AY) Air Dryers (D Drywall Cart Flat Cart Tip Bin 1 Yard Tip Bin 2 Yard Tip Bin 3 Yard i Diesel Fuel Towable Dump Troller Towable Flatbed Trailer TowableJLGTraller Semi Truck (HOURS) Semi Trailer (HOURS) Pick up Truck Box Van BOX Demolition DATE: PROJECT NUMBER: PROJECT NAME: NAME., 4m11110'x100' FIRE R 4mi1110'x100' RE -IN 4m11120'*loc REGU 4m11120'4100 FIRE RETARDEI 4m11120'4110' REINFORCED 6mI1110'0.00' REGULAR 6m11110's100' FIRE RETARDENT 11110'400' RE-INFORCED O'x100' REGULAR 6mill 20's100' FIRE. RETARDENT 6m11120'400' RE-INFORCED Y GLUE • 2" Duct Ta 3` Duct Tape 2" Blue Painters Tape 3" Blue Painters Tape Spray Glue Spray Glue +tiSBaESTOS>17t�+S 6m111 Clear Debris III Black ACM Bags Glove Bag 44 x 60single Glove Bag 44 x 60 Continuous ove Bag 44 x 72 Single Glove Bag 44 x 72 Single (HIGH TEMP) HEPA Vacuum 5 Gal HEPA Vacuum 12 Gal HEPA Vacuum Bags_ NEGATIVE AIR - 2200dm 2200 / Fabric Pre -Filter 2200 / 2' pleated Pre -Filter 2200 / Charcol Pre-Fiher NEGATIVE AIR - 600-800dm 600-800/ Fabric Pre -Filter 600-B00 / 2" Pleated Pre -Filter+ 600-800 / Charcol Pre -Filter 12"tgyfatExhaust Tubing 22"Layfat Exhaust Tubing. 25' Flex Duct Tubing I{Face Resl Full Face APR Respirator PAPR Rerator.. TYPE-C SAR C Respirator Ca tplete System Idges P100 Respirator Filter Chem Portable hower System Portable Wash 00X Shower Towels Shower Filters Hair & Body Shampoo Pop 3 Stage Unit Fir Ald Kn, Glasses a Respirator Wipes Spill Kit Tyvex Heavy Duty Sults Tyvex Tween 2229 Duty. Sults. Harness & Lanyard Yo-yo Retractable Lifting Cable rd Roof Anchor Concrete Ancho Black Rubber Boo e Pads Leather Gloves -Pair Nitrate/Kevlar Gloves -Pei RiIINE Signature: Contractor Signatur ONTRACTOR: it Ramov on T-shirt rags b Absorbent Fiberset P uiatf o Penwet Surfai taMS Gal Q1211 Mold Cleaner oban Mold Cleaner Shockwave Mold Cleaner IAQ 6100 Mold Encap Benefact Mold Cleaner TSP Clean Sweep Piranha Paint Remov Peel Away Ledizolve Lag Kote Lag Cloth x Liners Pallets Kitty Litter X-sorb Abso TINI-SAEUIP Qulk Knife x Razor Blades Knife blade y Ifi eakaway eiade: re 4".Razor: des des d Bar Biad die BuBSScrub Pad ub Pads Holder/Pole Extendable Scraper Po Blades SSWSS1I Chopsa sa Wire Wheel Cordl D 2" Pat 3". Paint Brush Plastic Buck Disposable Spray Bottles p H ate Toothbrush-Wir ire brush • Long Handl a' rus Push Broom 12' Zippy Pole Set iiOOjRK ERFOR CIS TQfuTL$/!t lPMENTa ;'.: EA. i1DX' Kwik Foam Garden Nose Staples BattertesAA Batteries AAA Nalis Screws Head Lamps Wobbletht HalogenUght 48" Corrugated Cardboard 36" Ram Board Stick ( Poly Walk -Off Pad 4' Ladder 6'Ladder 8 Ladder 10' Ladder 12'Ladder ExtertslonLadder Baker StiHoiding�„ PawerCords GFCI 50amp Power Cable fr Temp Power Box Disposable Spray Battles Generator 2k Generator Sk Towable Generator Magnum Floor Grinder M chine Tile Machine. Floor Buffer Pallet lack Pressure Washer TE60 Hammer (DAY) TE 1000 Hammer (DAY) TE 1000 Hammer W/CART {DAY) TE 1580 Hammer (DAY) TE 1500 Hammer W/CART DAY TE3000Hammer(DAY) TE 3 Hammer W/[ART {OAY}r " Roto.Hammer AI r Compressor 183 (DAY) Al r Dryers (DAY) Drywall Cart Fiat Cart Tip Bln 1Yard Tip Bin 2 Yard Tip BYard Diesel Fuel Towable Dump Trager Towable Fleibed Trailer Towable JLG Trailet Semi Truck (HOURS) Semi Trailer (HOURS) PICk up Truck Bax Van RENTAL'EQUI M ENT / QTY Demolition + Abatement DATE: �' �� PROJECT NUMBER: PROJECT NAME: 'NAME f; L:, ;POLY SHEETING 4m11110'x100' REGULAR 4m11110'x100' FIRE RETARDENT _ 4_mlll 10'x100' RE-INFORCED�� 4m11126400' REGULAR 4mill 20'x100' FIRE RETARDENT 4m11120'x100' REINFORCED 6m11110'x100' REGULAR 6m11110'4.00' FIRE RETARDENT 6m11110'x1D0' RE-INFORCED_ 6m11120'400' REGULAR 6mill 20'x100' FIRE RETARDENT 6mill 20'x100' RE-INFORCED DUCT TAPE/SPRAY GLUE 1 2" Duct Tape_..-_...._._._._. 3 Duct Tape 2" Blue Painters Tape 3' Blue Painters Tape Spray Glue Spray Glue ASBESTOS BAGS 6mill Clear Debris 6m111 Black ACM Hags (T Glove Bag 44 x 6D Sing Glove Bag 44 x 60 Continuous Glove Bag 44 x 72 Single Glove Bag 44 x 72 Single (HIGH TEMP) EGATIVE AIRSTHEPA VAC'S HEPA Vacuum 5 Gal HEPA Vacuum 12 Gal I HEPA Vacuum Bags NEGAT1V E AIR - 22200cfm 2200 / Fabric Pre -Filter 2200 / 2" pleated Pre -Filter 2200/ harc01Pre-Filter NEGATIVE AIR -600- `, 600-800 / Fabric Pre -Filter 600-800 / 2" Pleated Pre -Filter I 600-800 / Charcol Pre -Filter i 12" Layflat Exhaust Tubing 22 Layflat Exhaust Tubing 25" Flex Duct Tubing , RESPIRATOR/TYPE-C Half Face Resirator Full Face APR Respirator PAPR Respirator TYPE-C SAR Complete System Respirator Cartridges P100 Respirator Fitter Chem Stacks' DECON EQUIPMENT Portable Shower System Portable WashStati Shower Towels Shower Filters Hair & Body Shampoo Pop -Up 3 Stage Unit SAFETY EQUIPMENT First Ald Kit Clear Safety Glasses Earplugs Respirator Wipes Spill Kit _ Tyvex Heavy Duty Suits Tyvex Tween 2229 Duty Suits Harness & Lanyard Yo•Yo Retractable Lanyard Lifting Cable ~�� Roof Anchor Concrete Anchor Black Rubber Booi Knee Pads Leather Gloves -Pair Nitrate/Kevlar Gloves -Pal Cc ST OT DT 1__ BOX J ENVIROMENTAL EQUIPMENT Ox Low Flow Pump _h Flow Pump____.,-_ Manometer Asbestos Air Ca ssette Lead Air Ca Silica Air Ca Silica Cyclone Asbestos Banner Ta Asbestos/Lead Warning 5lgn R9 Placards CHEMKAL/ENCAPSULATE Neugenic Mastic Remover 5 Gal Control Low Odor Mastic Remover 5 Sentlnol Mastic Remover 5 Gal 100% Cotton T-shirt ra X-sorb Absorbent Flberset PM Enrapsu Penwet Surfactant 5 G Q128 Mold Cleaner Microban Mold Cleaner Shockweve Mold Cleaner_ IAQ6100 Mold Encap Benefact Mold Cleaner _._.. sp Clean Sweep Piranha Pal Peel Away Ledizoive Lag Kote Lag Cloth PACKAGING/DISPOSAL 55 Gal Metal DOT Drum 55 Gal Plastic Drum 15 Gal DOT Drum Fiber Drum Mega Boxes Mega Box Liners Pallets Kitty Litter X-sorb Absorbent TOOLS EQUIPMENT- Quik Knife Razor Blades Knife blades Breakaway Knife Breakaway Blades 8" Razor Scraper/Blades, 4" Razor Scraper/Blades Spud Bar Blades Doodle Bugs Scrub Pads Scrub Pads Holder/Poles Extendable Scraper Poles Sawzall Blades Sawzall Chopsaw...... Skillsaw Grinder Wire Wheel Cordless Drill 2' Paint Brush 3" Paint Brush Disposable Plastic Buckets Disposable Spray Bottles Mop Heads Water "Y"s __ Water Nozzles Toothbrush -Wire ,..._._ ... Wire brush - Long Handle Dust Pan Foxtall Brush PushBroom 12' Zippy Pole Se RHINE Signature; Contractor Signature'; CONTRACTOR: (4U,L A. Mho.' C ' o) BOX i ITOOLS/EQUIPMENT Kwwkk Foam .._...,__ Garden Hosew Staples Batteries AA Batteries AAA Nalls Strews Head Lamps Wobble light Halogen Light 48" Corrugated Card 36" Ram Board Sticky Poly_ Walk-Oif Pad 4' Ladder 6' Ladder, 8' Ladder 10' Ladder 12' Ladder Extension Ladd Baker Scaffolding Power Cords GFCI 50amp Power Cable Temp Power Box Dls�osable Spray Bottles Generator 2k Generator Sk Towable Genera Floor Grinder Machine Tile Machine Floor Buffer Pallet Jack Pressure Washer TE 60 Hammer DAY TE 1000 Hammer (DAY) TE 1000 Hammer WJCART (DAY) TE 1500 Hammer DA TE 1500 Hammer w/cART f DAY1 _ 000 Hammer (DAY) J Ol( TE 3000 Hammer W/CART (DAY) Roto Hammer Air Co Jressor 185 (DAY)J„ Air Dryers (DAY) Drywall Cart Flat Cart Tip Bin 1 Yard Tip Bin 2 Yard__ Tip Bin 3 Yard,,, Diesel Fuel Towable DumP,Tra± Towable Flatbed Tra Towable JLG Traller Semi Truck (HOURS) _ Semi Trailer HOURS)_, Pickup Truck.__,,,___,_ Box Van OX D DATE t_ r�t j RHINE Signature: PROJECT NUMBER: ✓ , ' 77 �!. 1. Contracor5lgnatu " PROJECT NAME: foir `OILlC-' °Y I:+i CONTRACTOR: DT ( WO `K PERF NA 4mU110'x100' REGULAR 4m0110'x100' FIRE RETARDENT 4m1111D'x100' RE-INFDRCED 4mill 20'x100' REGULAR 4m11120'xi FIRE RETARDE 4mi1120'x100' REINFORCED 6m11110'x100' FIRE RETARDENT 6mill 10'x100' RE-INFORCED 201400' REGULAR 20'x100':FIRE RETARDENT 20x100RE-INFORCED 3'` Blue Painters T Spra G ue 5 -ray Glue 6mill C ear De 6m111 Black ACM Bags' Glove Bag 44 x 60 Single Glove Ba: 44 x 60 Continuous Glove Bag 44 x 72. Single Glove Bag 44 x 72 SI le (HIGH TE HEPA VACS 3. r t HEPA Vacuum 5 Gal HEPA Vacuum 12 Ga HEPAVacuum Bags NEGATIVE AIR - 2200dm, 2200/Fabric Pre -Filter 2200 / 2 pleated Pre -Filter 2200 CharcolPre-Fitter' NEGATIVE AIR - 600-800cfm 600-800 Fabric Pre -Filter 600-800 2" Pleated Pre -Filter Ha Face:Resirator ace APR Respirator for Cartridgex P300 for FRter them Stec Shower Filters Halo & Bod Shampoo Po Up 3 Stage Unit Firrt Aid Int Clear Safety Glasses aex.Heavy:Duty :Sults aexTwern 2229 D Suit rnesuS& Laniard Yo-Yo ble rd U fog Cable Roof Anchor Concrete Anchor Black Rubber Knee Pads Leather Gloves -Pair Nitrate/Kevlar Gloves -Pali P. s.otCi i „/M; ca Air Ca$ ca Cytlon Control Lovu Odor Mastic Remo+rer 5 G T-sh x ber e Icro PM Eneapsulatlon S Gal urfactant 5 GI old Cleaner fold Clean old teener IAQ 6100 Mold Encap Benefact Mold Clean L P In Sweep nha Paint Remov IA S Gal Metal DOT Gal PI Gal DOT Dru Fiber Dru x Li Palle X sorb Absortlen' uik Knife d y e Bfeakawa Bled 4 Spud Bar$lad le Bugs'Scru Scrub Pads Hold Extendable Scraper Pol Sawsall Blades Ch ki 2aR P nder hee. Paint Brush Paint Brush y Bottl p He; Nozzles" othbtosh-Wire rush - Long Handle Pan X FOxtail Brush Pu 12' Zippy Pole Set Kwlk Foal Garden H Staples ead Lamps rubble ilxht Halogen Light 48" Corrugated Cardboard 36" Ram B r oa d Cor FC d der di SClamp Power Cable Temp Power Box Disposable Spray Bottles Generator 2k Generator 5k wable Generator Magnu or Grbtder Mac The Machine or Bune et lac Pressure Washer TE 6D Hammer (DAY) TE 3000 Hammer. (DAY): TE3000 TE 1500 AY) DAY) Hammer W/CART(DA TE 3Mlfl.Hammer�tlAY) TE 3006Hammer W/CART (DAY) Rota Hammer Air Compressor 165 (DAY) AI r Dryers (DAY) Fla Tip Bin 2'Yard ip 0in2 Yard _lip BIn 3 Yard el Fuel Towable p Tr Towable Flatbed Trail Towable ILG Trailer 1 Truck (HOURS) Semi Tralfer (HOURS) Pick up Truck Van 1 ocu ent Architect's Supplemental Instructions 710Tm- 2017 PROJECT: (name and address) City of Tukwila Justice Center - 73- 17158-00 Tukwila, WA OWNER: (17017le and address) City ofTukwila 620 Southcenter Blvd. Tukwila, WA 98188 CONTRACT INFORMATION: Contract For: General Construction Date: 8/22/2017 ARCHITECT: (name and address) DLR Group 51 University Street, Suite 600 Seattle, WA 98101 ASI INFORMATION: ASI Number: 001 Date:April 11, 2019 CONTRACTOR: (name and address) BnBuilders 2601 4th Ave., #350 Seattle, WA 98121 The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. (Insert a detailed description of the Architect's supplemental instructions and if applicable, attach or reference specific exhibits.) ADDITIONAL ASBESTOS CONTAINING MATERIALS IDENTIFIED FOLLOWING DESTRUCTIVE INVESTIGATION 1. Removal and disposal of twenty five (25) square feet of asbestos containing floor tile (9"x9" white), with asbestos containing mastic (black), present within a custodial closet located at the back hallway area, north of the kitchen within the restaurant portion (east tenant space), of the JC-4 building. 2. Removal and disposal of seventy five (75) square feet of asbestos containing floor tile (9"x9" white), with asbestos containing mastic (black), present within a storage room located at the back hallway, area north of the kitchen within the restaurant portion (east tenant space), of the JC-4 building. 3. Removal and disposal of two hundred fifty (250) square feet of asbestos -containing cement board panels present at select walls within the back hallway area, north of the kitchen within the restaurant portion (east tenant space), of the JC-4 building. 4. Removal and disposal of one hundred (100) square feet of asbestos -containing cement board panels present at walls of the exhaust flue ceiling chase within the kitchen area of the restaurant portion (east tenant space), of the JC-4 building. 5. Removal and disposal of two hundred (200) square feet of 3" thick, stainless steel, fire resistant panels with asbestos containing interior insulation. Panels are attached to select wall areas within the kitchen of the restaurant portion (east tenant space), of the JC-4 building. 6. Removal and disposal of one hundred fifty (150) square feet of 3" thick, stainless steel, fire resistant panels with asbestos containing interior insulation. Panels are attached to select ceiling areas within the kitchen of the restaurant portion (east tenant space), of the JC-4 building. 7. Removal and disposal of six hundred fifty (650) square feet of asbestos containing floor tile (9"x9" white), with asbestos containing mastic (black), present throughout the central tenant space areas including portions of the main corridor and three separate tenant spaces. Note; asbestos containing floor tile and mastic is located beneath a layer of non asbestos or vinyl flooring of the JC-4 building. 8. Removal and disposal of three hundred (300) square feet of asbestos containing floor tile (9"x9" white), with asbestos containing mastic (black), present at select portions of the main corridor of the central tenant space area of the JC-4 building Note; asbestos containing floor tile and mastic is located beneath a layer of non asbestos carpeting. 9. Removal and disposal of fifty (50) square feet of asbestos containing spray applied "popcorn" type insulation at gypsum wallboard ceiling located within the back room area, above the rear entrance of the ground level, center tenant space (Unit B), of the JC-5 building. 10. Removal and disposal of three hundred twenty five (325) square feet of asbestos containing floor tile (9"x9" red), with asbestos containing mastic (black), present at select portions of the nail salon space of the JC-6 Riverton Market / Nail Salon building. Note; asbestos containing floor tile and mastic is located beneath a layer of non asbestos ceramic floor tile and associated mortar bed. 11. Removal and disposal of seven hundred fifty (750) square feet of asbestos containing floor tile (9"x9" red), with asbestos containing mastic (black), present at select portions of the nail salon space of the JC-6 Riverton Market / Nail Salon building. AIA Document G710"' — 2017. Copyright 0 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA5 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:16:14 ET on 04/10/2019 under Order No. 0563223301 which expires on 04/26/2019, and is not for resale. User Notes: (3139ADA3A) Note; asbestos containing floor tile and mastic is located beneath a layer of non asbestos wood laminate, and an additional layer of non asbestos vinyl floor tile. 12. Removal and disposal of two hundred fifty (250) square feet of asbestos containing sheet vinyl flooring, associated backing and adhesives located beneath a layer of non asbestos containing vinyl flooring (wood pattern) within the west apartment unit, kitchen and dining room areas of the JC-6 storage building. ISSUED BY THE ARCHITECT: DLR Group ARCHITECT (Firmrzame SIGNATURE Erica.. Loynd PRINTED NAME AND TITLE April 11, 2019 DATE AIA Document G710Ts — 2017. Copyright ©1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: IPIG: This AIAf' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution &this ALA ' Document, or any portion of it may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under that law. This document was produced by AIA software at 12:16:14 ET on 04/10/2019 under Order No. 0563223301 which expires on 04/26/2019, and is not for resale. User Notes: (3B9ADA3A) BNBuilders June 25, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for North Lot: Contaminated Soils Dear Ethan, BNBuilders hereby submits our proposal for the removal of the contaminated soils located in the North Lot in the amount of 225.01 tons. The total proposal of this subject work is Thirty -Four Thousand Twenty -Two dollars $34,022.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5004 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) BNBuilders 2601 4th Avenue, ."..,.uito 3.50 Se:attle, V1/' 98121 T: 206.3823443 r: 206,3823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY 13NBuiltlers PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: North Lot - Contaminated Soils - 225.01 Tons CCD/ASI #: COP #: 5004 DATE: 6125/2019 IBP 31.00 Iliad lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $32,401.441 $32,401.44 $1,620.07 $0.49 Total Change Request $34,022.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders DESCRIPTION OF CHANGE: North Lot - Contaminated Soils - 225.01 Tons CCD/ASI #: COP #: DATE: 5004 612512019 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's,Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $32,401.44 $32,401.44 $0.00 $0.00 Total Subcontractor Direct Costs + ark -up + Labor Premium $32,401.44 Total Sub -tier Subcontractor Costs Subcontractors Mark-up on Sub -tier Subcontractors) $0.00 Total Subcontractor Change Request $32,401.44 Tothebest of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Included 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCDIRFI: 0 CP#: 0 Date: 1/0/00 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium 8. Material Unit Cost $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Contaminated Soils 225.01 $ - $ - 144.00 $ 32,401.44 $ - $ - $ - $ - $ - $ - - $ - $ $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. $ - $ - $ - B. $ - C. $32,401.44 Geri Urbas From: Bill Brown Sent: Monday, April 22, 2019 3:15 PM To: Ethan Bemau Cc: Jeff Clark; Geri Urbas; Ashley Aarts Dwayne Goddard Subject: TJC Contaminated Soil Discovery Attachments: Contaminated Soil-001 2019-04-22.pdf; Photo 20190422_145058.HEIC Follow Up Flag: Follow up Flag Status: Flagged Ethan, The attached plan shows the approximate location of where the contaminated soil was found today 04-22-2019. Work stopped around 12:30 pm when the contaminated soil was first discovered. Sound Earth arrived around 1:30 pm to take samples. We are covering the location (as shown in the attached photo) and will hear back in 24 hours. The attached link` will take you to more photos https://bnbuiiders.sharefle.com/d-s30ef786bcc84335b Bill Brown I BNBuilders 2601 4th Avenue, Suite 350 I Seattle, WA 98121 206.382.3443 office l 206.382 3440 fax 206.492,0363 cell 1 City OfTukwila Justice Center 15045Tukwila International BLVD Tukwila, VVAQ81i8 Utilities, Foundations, Structure Logistics Plan ~ ATUNTIM"A& Project Notes: A,,,',, � " +u All SCL overhead and Underground Services to the project sites will be removed prior to Abatement and Demolition. — All PSE gas Services will be removed ( Cut and Capped) prior to Abatement and Demolition. —All communication lines will beremoved prior toAbatement and Demolition. —S150th8will remain open during Project —There will benoonsite Employee Parking Available. ROW use is Available via ROW Use Permit through City of Tukwila Public Works —Lane Closure Permits Are Available Through City ofTukwila Public Works — F|agQoreareRnquirodforTmckoEntoring/LoovingTheRoedwoy City of Sea Tac will be closing Military Road for Re -Construction Starting in May. There will beNo Access tothe Project Site from Military Road. Equipment and material storage will be only allowed in the south parking area with prior approval once ATB is installed over StonnTonhChambers. Lot Company Ticket Quanity (Tons) Date CDS01 WM 148538 33.35 5/2/2019 CDS01 WM 148528 31.88 5/2/2019 CDS01 WM 148523 30.77 5/2/2019 CDS01 WM 148531 33.1 5/2/2019 CDS01 WM 148524 32.42 5/2/2019 CDS01 WM 148518 31.26 5/1/2019 CDS01 WM 148515 32.23 5/1/2019 To al 225.01 Payment T Ticket Date Customer Name crIT TRRNSPER S8ATTLE 114291W C 05/02/2019 Alaska Street 70 S Alaska Street wAsrs nnAtuAvEmEnrir Seattle, WA, 98134 Credit Account Manual Ticketff Route AK Hauling Ticket4 Destination PO4 14 Time 1318-001-04//e91WA rn 05/0.0./R019 10r/112e SC Out 05/02/8019 IOull:P2 :omments CTI GA -otlimet Ro8NVCLEANUP RSCPCS—Tons—E q.ASONDOLA T—GONDOLA TON am's Signature IRASIre 1.1)14 Oty Reprint Ticket4 148530 Ph: ax 763 5025 er SELF' NAULeR * VehicIe4 crifae ccmtalineo Driver NARK KNOX Check4 D11/ing4 000055a Srid lee 33.as Tons 100 33.35 Tons RING' Volume d Gross Tare Net Tons 108080 lb 41380 lb 667 lb 33.35 li 7 A V l'i 1 ?. ,,,t, ti 1 17014 91e Agfa ZWAr Wan4 UUM Rate Tan Total Tax Total Ticket Amount Origin Alaska Street 70 9 Alaska Street • WAtsui MAIM EMENT Seattle, WA, 90134 Customer Name CITY TRANSFER SETTLE 1/4291 tIcket Date esteeiem Nyment Type Credit Account Manual Ticket# Route AK Hauling Ticket# Destination PO# 1318-001-04/114291WA Time S9a In 05/02/2019 09:04:10 SC Out 05/02/2019 09:04110 Comments CTI • :Jrpduct GA Reprint Ticket48520 Ph: ees 763 5025 W Carrier SELF HAULER Vehicle# OT432 Container Volume Driver MARK KNOX Check# Billing# 0000658 Grid opelWar,,, T' • . . . tt in:4. '1 .,i ik+ ny, A 61•23.1.r,,,iity. '•„:,,'I'f;,,,77 LIN QtyUDM Rate Tax unt Origin ...,m,_-__- . - .............. -____------------_------------_____-_-_------- -- - ENVCLEANUP ROCAOS-Tons-E 100 31.86 Tons ! , GONDOLA T -GONDOLA TON 100 31.88 Tons KINQ Gross Tare Net Tons 105140 1 ta 41380 lb 63760 lt, 31. 80 Wies Signature 0.- A I. \• t,vr.A4:1;41 Total, Tax Total Tickst: INAWrg IvIAIVAGRIVENi Alaska Street 70 S Alaska Street Seattle, WA, 98134 ..-::Customer Name CITY TRANSFER SEAT Ticket Data 05/02/2019 Payment Type Credit Account Manual Ticket* Route AK Hauling Ticket# Destination PO# 1318-001-04/114291WA Time Sg41.Po In 05/02/2019 07e5035 EC, •Out 05/08/2019 07(54135 lt Comments CII GA NToduct ... . -----__ . ..... ........... 1 , ENVCLEANUP ROCPCS-Ions-E 100 30.77 Tons ty Ph: 206 763 soes TLE 114291W Carrier SELF HAULER * VehicleCT432 Container Driver MARK KNOX Check* Dilling# 00006% Grid 4 (Pi V ..r/ ‘1 1„„,„A LA00 Vorge'N'm RAW Okin.r UOM Rate Tax Amount Origin epooLA I -GONDOLA ION in 30.77 Tans KING Reprint Ticket# 148383 Vo/ume Gross Tare Net Tons 102920 lb 41380 lb 61540 lb 30.77 20giV's Signature Total Tax Total Ticket Alaska Street ' 70 S Alaska Street Seattle, WA, 98184 Customer Name CITY TRANSFER SEATTLE 114291 Ticket Date osne/a19 Payment Type Credit Accou t Manual Ticket# Route AK Hauling Ticket* Destination Po* 1318-001-04/114291WA Time osroueol9 09;1147 SO In 69; Out 05/02/2019 0912:47 Comments CTI GA RePrimt Ticket* 148531 Ph: 206 763 5025 W Carrier SELF HAULER * Vehicle* CT483 Volume Container Driver MIKE KLINKHAMMER Check* Billing* 0000658 Grid a V Inbound " L--.1 \ Product WigAMiM *WANNAWAWWWWir LOX Qty UOM Rate Tax Amount ...........- ....—....• ... —, . ......p—,—.........u.•--...-..—. -.—••••••—• .....g.. .... Ima. . .. b. .•••••—•....... .... —• ......m...............b•• •,•••••••••••..m......-Im-r......• ..4 wm =.•M ••••r ..... ......• I••• I.. ma Y• ....... • •+••••••1 1 ENVCLEANUP RSCPCS-Tons-E 100 33.10 Tons Origin 2 , GONDOLA T-SONDOLA TON ). 100 83.10 Tons KING 1.) Gross Tare Net Tons 107880 lb 41680 lb 66200 lb 33.10 Signature Total Tax Total Ticket 70 S Alaska Streut Alaska Street Seattle, NA, 98134 vvAisTs naANAGEttnemir Customer Name CITY TRANSFER SEATTLE 114291 Ticket Date 05/02/2019 Payment Type Credit Account Manual Ticket# Route AR Hauling Ticketft Destination PU# 1818-001-04/114291WA • Time Nag In 05/02/2019 08108:14 SC gilt 05/02/2019 08:08114 Comments CTI GA Product Reprint Tick148524 Pill 206-768 5025 W Carrier SELF HAULER * Vehicle# CT433 Volume Container Driver MIRE KUNKHAMMER Check# Billing# 0000658 Grid A \ vi A ‘4 t-4 ,;;411:4? 4444 t!} 'dTIYA:fArMAWRAJOIACOAMEWilf LB% Qty UOM Rate Tax Amount Origin . . . ... .. ENVCLEANUP ROCPCS—Tons—E 100 32.44 Tens SONDOLA T-43ONDOLA TON 100 32.42 ,Tons R/NG Gross Tare Net Tons 106520 lb 41680 lb 64840 lb 32.42 In WNIA's Signature Total Tax Total Ticket \� •a w Alaska Street Reprint 70 S Alaska Street Ticket# 148515 Seattle, WA, 98134 Ph: 206 763 5025 Customer Name CITY TRANSFER SEATTLE 114291W Carrier SELF HAULER * Ticket Date 05/01/2019 VehicleCT258 Volume Payment Type Credit Account Container Manual Ticket* Driver GREG BARICH Route AK Check# Hauling Ticket# pilling# 0000658 Destination Grid PEW 1318-001-04/114291WA Time Scale erat tnbQufld Gross 107780 lb In 05/01/2019 12:25:35 SCR( 's $i* Tare 43320 lb Out 05/01/2019 12:40:14 SCflLE 1 j1thej, Net 64460 lb Comments CTI HM Tons 32.23 d 4 PV9duct LD% City UOM Rate Tax Origin ----------- ENVCLEANUP ReCPCS —Tons —E 100 32.23 Tons GONDOLA T —GONDOLA TON leo a2.ez Tons KING Dr KING PC r221414' s Signature Amount Total Tax Total Ticket BNBuilders June 25, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler VVay Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal (Rev 1) for Contaminated Soils at JC-7 (Above Allowance) Dear Ethan, BNBuilders hereby submits our proposal (rev 1) for additional contaminated soils at JC- 7. This change proposal incorporates the bid allowance of 1,250 tons. The total proposal of this subject work is Two Hundred Seventy -Four Thousand Nine Hundred Forty -Six dollars $274,946.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5008 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustineksoseaj.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitz dl rou .com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 r: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: 8NBuilders, Inc. DESCRIPTION OF CHANGE: Contaminated Soils at JC-7 COP #: 5008 DATE: 612512019 IBP 31.00 Iliad lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $261,853.481 $261,853.48 $13,092,67 -$0.15 Total Change Request $274,946.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN_Builder DESCRIPTION OF CHANGE: Contaminated Soils at JC-7 CCDIASI #: COP# DATE: 5008 612512019 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $261,853.48 $261,853.48 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $261,853.48 Total Sub -tier Subcontractor Costs Subcontractors Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $261,853.48 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Included 8% COP Cost Breakdown CA .6,113 (I) m 40 0)00 Unit Price $/Unit Costs 122.001 $ (152,500.00) $ 414,353.48 EIR ER ift. EA- ER ER 64 ER Eft ER bft ER ER 69 ERoft ER ER- 69 69- $ 261,853.48 0 O. Osi N ... B. Material $/Unit Costs $ 6A- Eft 69- Eft EA EA- Eft ER 60- 69- ER Eft- bft ER ER 69- Eft ER ER ER ai A.1. Labor Premium 1-6 0 0 0 .c -.... , ets- A.1. Labor $/hour Cost $ - 111111111111111111111111111 ER 6ft Eft Eh. FA Eft- Eft- 6ft EA 6ft Ea 49 69 69- EPA 6ft 69- 69- ER 64 Eft ER 69 64 1 1 1 Total Cost of Work A. i.4. 0 = 0 CL :.--' C D >, = = 0 ... c+ v.-- . el. (') CA 01 1 Description Contaminated Soils Bid Allowance 'Contaminated Soils Actual Lot Company Ticket # Quanity (Tons) Date CDS02 WM 148530 30.47 / 5/2/2019 CDS02 WM 148522 28.42 /5/2/2019 CDS02 WM 148527 31.47 J`5/2/2019 CDS02 WM 148533 29.59 24.57✓5/9/2019 /5/2/2019 CDS02 WM 30180 CDS02 WM 30162 30.671 5/9/2019 CDS02 WM 30169 30.18 / 5/9/2019 CDS02 WM 30165 28.81./ 5/9/2019 CDS02 WM 30175 28.9 // 5/9/2019 CDS02 WM 30176 30.331 5/9/2019 CDS02 WM 30211 32.55 /5/10/2019 CDS02 WM 30206 30.51 5/10/2019 CDS02 WM 30202 31.3/5/10/2019 CDS02 WM 30197 31.84(5/10/2019 CDS02 WM 30193 31.82LL/10/2019 CD502 WM 30190 30.24./J10/2019 28.98 A 0/2019 CDS02 WM 30185 CDS02 WM 30181 36.45.. 37.51✓S/10/2019 28.29,A//10/2019 27.415/10/2019 /10/2019 CDS02 WM 30183 CD502 WM 30187 CDS02 WM 30194 CDS02 WM 30198 30.27./�/5/10/2019 29.43✓5/10/2019 CDS02 WM 30205 CDS02 WM 30213 28.97./ 35.0315/10/2019 30./5/10/2019 28.084/10/2019 31.22-/5/10/2019 5/10/2019 CDS02 WM 30182 CDS02 WM 30186 CDS02 WM 30192 CDS02 WM 30196 CDS02 WM 30201 30.02 /10/2019 CDS02 WM 30204 32.8.' /10/2019 CDS02 WM 30210 32.8 5/10/2019 CDS02 WM 30184 34.35/10/2019 CDS02 WM 30191 38.58 5/10/2019 CDS02 WM 30195 28.03 28.9815/10/2019 29.1815/10/2019 /10/2019 CDS02 WM 30200 CDS02 WM 30209 CDS02 WM 30214 28.931f5/10/2019 CDS02 WM 30216 30.44.d5/13/2019 CDS02 WM 30221 32.8415/13/2019 32.76115/13/2019 33.58 //5/13/2019 CDS02 WM 30227 CDS02 WM 30217 CDS02 WM 30222 32.4..J /13/2019 CDS02 WM 30228 31.74 5/13/2019 CDS02 WM 30234 33.9 31.3715/13/2019 31.1615/13/2019 5/13/2019 CDS02 WM 30242 CD502 WM 30245 CDS02 WM 30249 33.6415/13/2019 31.0515/13/2019 30.12J5/13/2019 CDS02 WM 30254 CDS02 WM 30218 CDS02 WM 30223 32.234 /13/2019 CDS02 WM 30229 31.135/13/2019 /5/13/2019 CDS02 WM 30235 30.35 32.33,4/13/2019 CDS02 WM 30239 CDS02 WM 30243 32.18./5/13/2019 CDS02 WM 30246 32.25./5/13/2019 31.7915/13/2019 CDS02 WM 30251 CDS02 WM 30219 31.64, 5/13/2019 CDS02 WM 30224 31.53 5/13/2019 CDS02 WM 30230 31.66.J /13/2019 5/13/2019 CDS02 WM 30236 31.35 CDS02 WM 30240 30.24✓5/13/2019 31.2715/13/2019 32.264/13/2019 30.315/13/2019 31.615/15/2019 31.346/15/2019 32.32V5/15/2019 A/15/2019 5/15/2019 CDS02 WM 30244 CDS02 WM 30248 CDS02 WM 30252 CDS02 WM 30309 CDS02 WM 30317 CDS02 WM 30325 CDS02 WM 30335 31.37 33.6315/15/2019 33.36./5/15/2019 31.231/5/15/2019 30.72,/ 31.09.15/15/2019 CDS02 WM 30345 CDS02 WM 30351 CDS02 WM 30310 CDS02 WM 30319 CDS02 WM 30329 CDS02 WM 30337 31.77./5/15/2019 CDS02 WM 30347 31.42./5/15/2019 CDS02 WM 30354 32.35/15/2019 CDS02 WM 30359 32.18,�5/15/2019 32.34/5/15/2019 CDS02 WM 30364 CDS02 WM 30312 28.16 /15/2019 CDS02 WM 30322 29.41/15/2019 CDS02 WM 30331 28.894 /15/2019 CDS02 WM 30339 29.615/15/2019 /15/2019 CDS02 WM 30348 30.08E CDS02 WM 30357 28.2615/15/2019 27.79/5/15/2019 3015/15/2019 30.034/15/2019 30.19 CDS02 WM 30314 CDS02 WM 30323 CDS02 WM 30333 CDS02 WM 30342 CDS02 WM 30349 29.79✓5/15/2019 ll5/15/2019 CDS02 WM 30358 25.53/15/2019 CDS02 WM 30259 32.75 /14/2019 CDS02 WM 30266 32.65/14/2019 CDS02 WM 30271 35.25/14/2019 CDS02 WM 30279 33.32 32.5615/14/2019 32.81/5/14/2019 33.0215/14/2019 32.2715/14/2019 32.7715/14/2019 34.74/5/14/2019 5/14/2019 CDS02 WM 30287 CDS02 WM 30293 CDS02 WM 30299 CDS02 WM 30262 CDS02 WM 30269 CDS02 WM 30273 CDS02 WM 30283 33.19 32.8815/14/2019 5/14/2019 CDS02 WM 30288 CDS02 WM 30295 30.845/14/2019 29.35//5/14/2019 27.73.1 /14/2019 CDS02 WM 30263 CDS02 WM 30270 CDS02 WM 30276 32.27/14/2019 CDS02 WM 30285 30.74.//5/14/2019 CDS02 WM 30289 27.96�J /14/2019 CDS02 WM 30297 29.9315/14/2019 Total 3396.34 Alaska Street 70 S Alaska Street Reprint e Seattle! WA, 98134 Ticket* 148330 WO Ili ivituvAaemmtur Ph: em 763 5025 Ticket Date 05/0E/2019 Customer Name CITY TRANSFER SEATTLE 114E91W Carrier SELF HAULER * Payment Type Credit Account Volume Vehicle* CT258 Manual Ticket# Container Route AK Driver GREG enRICH Hauling Ticket# Chack# Destination Billing* 0000658 PO4 Grid 1318—v1-04/114291WA Time NK, tn 05/02/8019 09r11:04 00 05/02/2,019 091104 Comments • CTI GA Product W4fkarg'Ei 5 4-14,4.1.KAO rfi%' Mt PA'Mrir LO% Qty UOM Rate Tax Amount ___—_---- ---------- — --- _ — ....------------------------------- Origin ENVCLEANUP RGCPCS—Tons—E 100 30.47 Tons --------__ ------ GONDOLA T—SONDOLA TON /00 30.47 Tone KING KING Bross 104E60 lb Tare 433E0 lb Net 80940 lb Tone 30,47 .11 *1/03's Signature PPertRp,,„1 r,JA0941And ej d \ t I I/ i '1 l( ic .,2 • '1/4. ,. Total Tan Total Ticket WASTEMANAGEMENT Customer Name CITY TRANSFER SEATTLE Ticket Date 05/02/2019 Payment Type Credit Account Manual Ticket* Route AK Hauling Ticket* Destination •PO# 1318-001-04/114291WA Time 8Q4111-, In 05/02/2019 074925 SC •.f 4:41, out 05/02/2019 074925 Comments CTI SA Alaska Street 70 S Alaska Street Seattle, wn, 98134 Reprint Ticket* 148522 Phi R06 763 5025 114291 Carrier SELF HAULER * Vehicle* cram Container Driver GRES �ThXCH Check* Billing* 00006 8 Grid Lund A 4 Volume Gross Tare Net Tons 100160 lb 43320 lb 56840 lb 28.42 m#A anm WIAA%An4kMg4',4V Product LDIC City UOM Rate Tax Amount Origin . .... .. . . ..... _—_____—_ 4 ENVCLEANUP RSCPCS—Tons—E 100 28.42 Tons RING GONDOLA T—SONDOLA TON 100 28.42 Tons RING D. 14 '3* Dr*ANV's Signature Total Tax Total Ticket .... wAere gmArmei e Customer Name CITY TRANSFER SEATTLE Ticket Date 05/02/2019 Payment Type Credit Account Manual Ticket# Route AR Hauling Ticket# Destination 1318-001-04/114291NA Time SCale Out 05/02/2019 0881:35 n 05/02/2019 08:31:85 SCA Comments CTZ T Gri 7' r4Tduct ------ ____ fit ENVCLEANUP ROCPCS-Tons-E 100 '4,5 GONDOLA 7-00NDOLA TON 100 Alaska Street 70 G Alaska Street Beattie, WR, 98134 kywm s Signature 114291W Carrier Vehicle# Container Driver R Check# BiIling# 0 Grid Operator t y dAq • -Apd,taint 31. 47 Tons -..------ ------------ . ... 31. 47 ton s grNe KING Reprint Ticket# 148527 Ph: 206 763 5025 SELF HAULER * QT425- Vol e OSS STEVENSON 000658 Inbound Gross Taro Net Tons 105/00 lb 42160 ib 62940 lb 31.47 tata : x AMount Origin To Tax Total Ticket f74114(11=171tr:Bet INABTO MAMA° Minn Seattler NA7'98134 ifl.cket Date 05/02/20/9 Customer Name CITY TRANSFER SEATTLE 114291W Carrier p y en Type Credit Account Vehic/e4 Manual Ticket4 Container Route AK Driver Hauling Ticket4 Check4 Oestinatlon Bil/ing0 PO4 Grid Time 1318-001-04/114291WA In 05/0E/2019 09:29:28 SCAU‘4, Out 05/02/2019 09:29g28 comments CTI BR ?ri viluct ENVCLEANUP RSCPCS-Tons-E 2959 Tons GONDOLA T-SONDOLA TON 29.59 Tons taw KING V`r} Operator LT' Reprint Ticket4 1485'33 Ph: 206 763 5025 SELF HAULER * CT425 Volum USS e RSTEVENSON 04=0658 . jamund A 1.1 Gross Tare Net Tons 101240 lb 4E160 lb 59180 lb 29.59 'WI's Signature 100 100 WRMWVERT,ANAOMAARNI' LDg Qty UOM Rate Tax Amount Origin Total Tax Total Ticket 8th Ave Reload 7400 8WAve, S Seattl,e, Ula, 98108 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF • , Ticket Date 05/09/2019 Vehicleff CTI432 Payment Type Credit Account Manual Ticket# Container Route Driver MARK KNOX Hauling Ticket# Check# Destination Billing# 00002 PO Grid 1318-001-04/114315WAD, Time In 05/09/2019 14:39131 Oca1e,1 Dot 05/09/2019 143931 ' Comments CTI-KF 1 Product LD% Qty WM Rate Tan Amount , • • , , ENVCLEANUP ROCPCS-Tons-E 100 24.57 Tons Origin 2 GOND TON -GONDOLA PER TON 100 24.57 Tons KING lu4a1 lwA Total Ticket Reprint Ph: Ticket# 30180 206-G94-0600 Volume Operator Inbound Gross kfunk2 90320 lb kfunk2 Tare 41100 lb Net 49140 lb Tans 24.57 _ _ . Comments CTI-IF Product 1.4u,+ ;can Total Ticket 8th (We Reload Reprint 7400 8th (We 8 Ticket# 30162 Seattle, WA, 98108 Ph�G-694--6�j Customer Name CITY.TRANSFER PRtFILE 114315W Carrier SELF SELF Ticket Date 05/09/2019 Vehicle# CTI432 Volume Payment Type Credit Account Container Manual Ticket# Driver MARK KNOX Route Check% Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-FJ rd.-04/11431514AD Time Bcale Operator Inbound Bross 102520 lb In 05/09/2019 12:10130 Scale .1, Out 05/09/2019 12:10:30 kfunk2 Tare 41/80 lb kfunk2 Net 61340 lb Tons 30,67 LD% Qty UOM Rate Tax Amount Origin ,./...•••!•••••••••••••••••••••••••n. ..... •••••••••••••••••••••••••......”......1.••.••••m•••••••••••1.uma.......11••••• 1 ENVCLEANUP RGCPC8-Tons-E 100 30.67 Tone 2 eaND TON -GONDOLA PER TON 100 30.67 Tons KING Total..Tax TotalTicket 8th Qvo Nel�ad Reprint Seattle, WA.���108 / xcxen* 30I89 _, Ph: 206-634-0600 Customer Name CITY TRANSFER PROFILE 114�1� Carrier, SELF SELF Date 05 �' �' � Payment '~~ ^=^" � Vmhlcln# cT�432 volume Type Credit A�oount Container » «m* Manual T1oket# Route DriYer MARK KWDX Hauling Tioket# ' Cheok# Destination Bilzing# 0000280 nmj�Brid IJ18~001-04/11432 Time Scale 'n 05/09/8019 18v01114 scale - Comments CTI-KF hOpwpator ln6ound 8rnpo 101540 lb Afu�h2 Tare 41180 lb Net 60360 lb Tons 30°18 ProdLICt ________Lo% Wty~_�__UOM Mate Tax Amoxnt Origin 1 ENVCLEAWUP RQCPCG-Tony-E 10� 30.18 T""" ---~~---�---------�-------------~~------------ 2 BOND TON-QONDOLA PER TOM too 30,18 Tons UNB KING � `- . Total Tan r"^=, r;~(,~+ tri • 0 ik 1.. LU co ro 1. 13,1 c cry al —. •,-, :d.'- * = '.-4 EJ IV to . .# .4 4* 0 IV CU CU z a z 0 czr tr... (1-. co .--, .. .. (i.) •iwi ...1' G7 4.-q -I.:t CI) Crs -.--i rt1 L.LI . r.4 >. . 1. to a M' • 1-4 a, rt ,..t ... czi. ti_ t-4. al.• Iv s-4. 1--f > azi •,--, . a • a co. c.1 r CC -I., . - 4-' ts0 4_2, ..Ct 0 In • 1 . ,t C3 ...0 tSf r6 W :::/ •r-1 1 Ul r•-• 0 PO 1 C .41- /23 1:17 I zz, tc ..-i rvi Pe3 I 1-- Lci CC a ,r II li If if I i rt. ',-,. l'-'• f‘.- •,-,r •,-( .--1 X ::•'-• iSt '0 1 CU CU li- 1 0 1-1 In 5- G I ir Z C_J G C..1 * 1St 131 al r--, I C3 a., 4# 44 / •-, •,--1 I— I 1.1 W Eif ig to 0, -X U C rY3 "..... '`••• -1-* re 4' ...4 0ir6 -- ) in 4z, 01 LI ••• C 'zi :I 14 4p zi •,.., n:1 n;) CI r6 0 Cf C .7,1 C.3 0 4.1 M X 03 z 1.n IA al Ix o cr co z 0 -0 1-e cCI UJ 1:1J w 4* CU 03 a ...I rg ••-1 4,) rU - at cJ.o In • L1.1 • > CU E:E 0-- 1 1-4 1:t • - . NINE KL I NKHI1MME R s e kri CU ••••1" t.0 41 17) Cei .1- L17 tri UT CU VI CT 5.— 4-5 a.' 0 M Z 01 CCI > fj 13 +, 9..1 11 CU al - • P-0 S_ 1=2 L.1 ca to z 1:7,1 ti•-• 14- -.V ...V cr3 (Tic° 0 cor. g.-I a; • ..a a, I:3 - rO u—i cu 4.3 at cc > -0:1 --t a 11 U ra - CC 4.-% -i-N Z • co LI! - to •-▪ p -4- cu u_ 6 r776) co Nu co 0 o - ▪ ril ri 4-4 •'' +1" CC If a —, Oa IOW CC 0.1 • ^--. Pt) 1-- s%... 4.• NI" CU c)./ am >" al 17 1 rql ri) 11.. •,.4 ..-4 ..-1 C.,3 tSi Ll 4 IS Crl cri §-4 442 as -.1- Ili 3;(1 Q Et u G at al -x 7-I crj clj rKi U 1:L ...V LI C Ivi - ".▪ .▪ .. Z -i., ›.-- LI .--A 0 •-•-1 0 01 crl 111 1— 'r4 i— ...-1 E yaN St CI t•-• 4-> ill .P 0fli YU 1— 1.r3 ▪ In 4.0 4., X E E 0 '- cp (..„) =.• 0 E COX w ttr6 P e L. CI, -0 al __I CI C LJ a St 1-4 111 NO Cl.) 1,1) LLI CO -C CU 0.1 a I.L. .4. w IS x- tsi Lu I— ,--, Li E 5- * 0 4# S. lit = DI a., r-i •.-f 5- 4# = S... ..74 LI iv al ..% •,-r 0 5- •r-4 ..-0-3 > Li r-i -C 4.) r6 0.1 OJ rd r.r) 0 • f-3 ti' 6 ;31 = ..= En En CAJ licr G F-• In 44 0 0 to .0 J0 (.11 a s e 0 c3 1.13 f%) IS -4- 14 4-3 J 0 1 IftW El S.. F (1 al 0 4E Z 1— X 1 rd I— 1 1 8th Ave Ro1n�d . Reprint 74NW�"`th 6 B Tiokot# �0211 �eatt�e, Wq�`981N8 Ph: 20B-694-0600 . .. Customer Name CITY T PROFIL�1t4315W Carr ipr 8ELF SELF TioAwt Date 05/10/2019 '. Vehiolo# OT1432 Volume Payment Type Credit Account Container Manual Tichet# Driver MARK KNOX Route C`eck# Mauling Tichwt# Bil1ing# 0000,?B0 Destination Grid kPO# � 13�8-001-04/114315WAD Y �� . T1me Scale Operator In6nund 8p000 106280 1b In 05/10/2^ N1S l3n�7v42 �0'ale ' kfunk2 Tare 41180 lb Out 05/10/2N19 1307:48 ''` kfunk2 Net 65100 lb Tons 3E.55 Comments OTI-KF Product LD% Uty UON Rat Ta)( Amount Origin 1 ENVCLEANUP ^�10�� 32 �5 Tons .^"�,�"-�v/�-� � . a KING Total Tax op`n Giqnaturm I TuW Ticket ' - w WASTE MANAGEMENT 8th Ave, -Reload ?4NN Ave B Beattllcj WA, 98108 Customer Name CITY UE Ticket Date 05/10/2019 � Payment Type Credit Accuun.t,.,� Manual Tlcl4ut# Route Hauling Tickot# Destination , �PP# 1��8-NN1-�4/�14O1SWAD � Time :Scale ' In 05/10/2019 12c4Bx24 :Scale 1- comments CT I -KF -^ ` Reprint Tbckot# 30206 Ph: 206-694-0600 114315W Carrier SELF SELF yehic1o# CT1432 Container Driver NARK KNOX Chmck# 8il11ng# 0000280 8r16 O or Vulumm Inbound Gross Tare Net Tons 102200 lh 41180 1b 61020 16 30.51 1 ENVQLEANUP RBCPCS-Ton�E 100. 313.51 Tony KING 2 OOmD TON -GONDOLA PER TDN 100 30.51 Tons � \ Total Tax 8th Ave Reload 7400 8th v�'S Geattlm^ WA, 9810B Customer Name CITY ' 114315W �' DateTicket 05/1o/2018 .Payment Type Credit Account' Manual Tioket# Route .-.Hauling ?iuket# `Destination : . POo. 1318-001-04/114a1SWAD ` � ` Time Rog%e In 05/tN/O-019 11:49056 8doln t' Out 05/10/2019 11:48x56 ' kfkft Product LQ� Qty 1 ENVCLEANJP RGCpCB—Tunm—E' 100, 31.30 T'Dt�l`Ti'6k�t' Reprint Ticket# 3020a Ph; 206-04—OGOO Carrier SELF SELF Vehic1e# CT1432 Container Driver NARK Kx0X Chwck# 8ill{nQ# 0000880 Grid Inbound Gross Tare Net /»»» UOM Rate Tax Tonu Tons Amount L0378W lb 41180 lb 62600 1h 31~3m OriRin Total Twx . KING 8th Avm Rn1oad 7400-8th Ave G Seatt-le, WA, 98108 Customer Name CITY TRANSFER- PROF ILE 114315 Ticket Date 05/10/2019 Payment Typo Credit Account., Manual Tiokpt0 Routo Hauling Tioket# Dusttnatinn ` .PO# 13i8-W01-04/1i4315NAU Time 'scale In 05/10/2019 11o134:23' Scale.I Out 05/10/2019 11x04:23 Comments CTI-KF O kf kf iota/ 0ax- Total Ticket Reprint Tioheb#30197 Phi 206-694-0600 Carrier SELF SELF Vwhfole# OT1432 Container Driver MARK KNOX Chmmh# Bi1ling# 0000280 Grid paratur un|p- unk2 Product `' . .LD%. Qty UDM Hato . 1 ENVCLEANUP R8CpC8-Tony-5, 100 31.84 Tons 2 BOND TON -GONDOLA PER TON-100 31.84 Tons Inbound Gross Tare Net Tuns Tax Amount 104860 1b 4U8Nlu 63680 lb 31^8A Origin 8th Ave Reload 7400 8th Aye 8 Bmattla, WA,. 98108 Total Ticket ' " Reprint Tickmt#3N193 Ph: 806-894-0600 Customer Nam* CITY TRANSFER PROFILE�114315W Carrier SELF SELF Ticket Date 05/10 ` Vmhio1p# CT1432 Volume Payment Typo Credit Account— Container Manual Yickot#` Driver MARK KNOX RoLit n Check# Hauling Tichwt# ' 8i1linq# 0000280 Destination . Grid PO# 1318-NW1-N4/114315uRD Time bcalp Operator Inbound 8pnss 104820 lb In 05/10/2019 10o18:00 Gua}o I. hfunk2 Tare 41180 lb Out 05/10/8018 10x18100 � kfunk2 Net 63640 lb Comments CTl-KF _ ~ 1 ENVCLEANUP R8CPO8~Tuny~2 i@@."31.82 Tons KING 2 60NDTON-GONDOLA PER TON 100 .31.82 Tons Total Tax Total Ticket 8t6.0ye'Reload Reprint 7400!,8th Ave S Ticket# 30190 Seattle, WA, 98108 Ph: G-6Y4-�,00 Customer Name CITY TRANSFER -PROFILE 114315W Carrier SELF SELF Ticket Date 05/10/2019 ':* - Venicleff CTI482 Payment Type Credit count:..AcContainer Manual Ticket* Driver MARK KNOX Route Check* Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318- 04/114315i-:IAD Time '''Stale Operator Inbound Gross 101G60 lb 'In 05/10/2019 09:2822 S'alel kfunk2 Tare 41180 ib . ..- Out 05/10/2019 09:28:22 kfunk2 Net 80480 lb Tons 30.24 Comments CTI-KF Volume Product LDI Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RSCPCS-Ton 'IN 30.24 Tons KINS 2 GOND TON-SONDOLA PER TON 100 30.24 Tons 2O3WM .-.~. ,~.Total Ticket 8th Ave Reload Reprint 7400 8th Ave.8 .c't# 30185 Reottlo, WA".g81N8 ph: 20G-694-0600 -' Cuntvmwr Name CITY TRANSFER PROFILE H4315N Carrier SELF SELF Ticket Date 05/10/8019 ^. yehic1p# DT1432 Vnlumw Payiflpnt Type Credit Account ` Container Manual Tinhet# ' Driver MARK KNOX Route Chnckit Hauling Ttohet# 8iIlinQ4 0000260 Destination . Grid U# t3i8_001-04/114315 � Time Cale,,' Operator Inhound Gross 99140 1b In 05/10/E019 08:41:42 'Gco1w kfunk2 Tare 41l8W lb but 05/10&2019 08x4io42' tfunik2 Not 57960 \b Tons 28.98 Comments CTI—KF t ENVCLEANUP `160 RD~38 Tone KING . .TvfaJ Tox Total Ticket 8th.Axo`Roload 7400 Sth'Ave'S Seat -It NA, 98108 Ph: 206-694-080 Customer Name CITY TRANSPEk' R--ILE 114315W Carrier SELF SELF Ticket Date 05110/gN19 , �., ' � CT14�2 Volume Payment Type Credit Account '' Container Manual Tiokot# Drivor NARK KNOX Route Ch Hauling TJoket# 8tlling# 0000280 .Destination Grid # 1318-W01-WA/114315W8D � Time 'Go e Operator Inbound Gross 114080 lb In 05/10/2019 07;5605 6ase I. hfunk2 Tare 41180 l6 Out 05/10/2919 07156:05 ^ - kfun|<2 Not 72900lb Tons 36.43 Comments CTl-KF Reprint TicAet# 30181 product Qty UOM Rat Tax Amount DriA1n --__-~__-----__-_----_--~~-��-_--~-__------------------------------ _---~__--- -_----------__ t ENVCLEANUP R8CPCS T ' , too 36.45 Tony KING 2 BOND TON -GONDOLA PER TON 100 36.45 Tons . r°tz I. tp" Jub IMA Total Ticket 8th Ave Reload Reprint 7400'8th Ave 8 Ticket# 30183 Seattre, MA98108 Ph: 20G-694-0600 Customer Name CITY TRANSFER PROFILE i1431W Carrier SELF SELF Ticket Date 05/10/2019 . Vehicle# CTI258 Volume Payment Type Credit Account Container Manual Ticket# Driver GREG BARICH Route Check# -Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time ..a.le Operator Inbound Gross 118500 lb In 05/10/2019 08:14:22 86a.le '1 kfunk2 Tare 43480 ib Out 05/10/2019 0834:00 Scale 1 kfunk4 Net 75020 lb Tans 37.51 Comments CTI—RF Product LEM Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RBCPCS-Tons-E..-100.. 37.51 Tuns KING 2 GOND TON -GONDOLA PER TON 100, 37.51 Ton$ 20.1WM Tax.. Total Ticket 8th Ave Reload Reprint 7400 0th AveG Tic»wt# 30187 Seattle, WA, 38108 ph: 806-694-0600 Customer Name OI?y TRANSFER PRDFILE114315W Carrier SELF SELF Ticket Date 05/10/2019 . yehicle# CTl258 Vul4mm Payment Typo Credit AQcnunt Container Manual T1chmt# Driver BRED BgRlCH Route Oheck# Hauling Ttrket# Bi%ling# 0000280 Destination Grid PO# 1318^001-04/i.l4315WRD ' Time 86a1e''. Operator Inbound gross 100060 lb In 05y10/2019 W9"1Gx4� GcaIe. 1 4fumk2 Tape 43480 lb Out 05/10/2M Ml8xU kfunk2 Net 56580 14 Tons 28.29' Comments CTI_KF Product LD% at UOM Rat Tax Amount Origin 1 ENVQLEANUr- MCPCS-Tons.~E: 106 0,8.2g Tons KING .JotalTau e 8th Ave Reload 7400'•;pth Ave; S Seat't1e, .WA' 98108 Fot;aZ Ticket' Reprint Ticket# 30194 Phi 20E-894-0600 Customer Name CITY TRANSFER PROFILE`114315W Carrier SELF SELE .Ticket Date 05/10/2019 Vehicle## CTI258 Volume Payment Type Credit Account Container Manual Ticket# Driver GREG BARICH 'Route Check# Hauling Ticket# Bi11ing## 0000280 'Destination Grid PO# 1318-t401-04/ 11431 ;WAD ' . . Time •.Scale Operator Inbound Grass 98340 Ib In 05/10/2019 10:28:32 Scale' 1,." kfunk2 Tare 43480 lb Out 05/10/2019 10128:32 'funk2 Net 54860 lb Tons 27.43 Comments CTI-KF Product .LD% Qty LJOM Rate Tau Amount Origin 1 ENVCLERNUP RGCPCS-Tans-E 1.00' 27.43 Tons 2 GOND TON -GONDOLA PER TON 100 27.43 Ton s 203WM Total Tax KING 8th Rum'Rm1oad 7400.'8th^Ave S ` Total Ticket Reprint Ticket# 30198 Phi 206-694-0600 -Customer Name CITY -PROFILE 1143LU Carrier SELF SELP .Ticket Date 05/10/2,1019 �.� VehicJe# CTlE58 Volume Payment Type Credit Account Container .Manual Tichet#' Driver QREg 8ARIOH Rnute ChncK# Hauling Tichet#, Bil1ing# 0000280 Destination Grid PO# 1�I�~NN�-W4/114�1�W Time �calm Operator Inbound Bross 104020 lb In 05/10/2019 11:27:24 `)]��le 1 kfunk8 Tare 43400 1b Out 05/10/RO19 11:27:84 ''� lcfunkR Net 60540 lb Tom/ 30.27 Comments QTJ-RF I ENVCLEANUP NGWCS-Tong�'E' 100 30.27 Tons -------------------- Total Ticket . 0 8th Ave.Reload Reprint 7400 8th Ave G Ticket# 30205 Seattlel WA1 98108 Ph:. 208-G94-0600 Customer Mani CITY TRANSFER PROFILE 114815W Carrier SELF SELF Ticket Date 05/10/2019 . Vehicle* CTI258 Volume Payment Type Credit Account. Container Manual Ticket0 Driver GREG BRRICH Route Check# Hauling TicketO . Billing* 0000280 Destination Grid ". POO 1318-001-04/114315WAD Time Scale ' Operator Inbound Gross 102340 lb In 05/10/2019 12:42:54 Oba16-1 ' kfunk2 Tare 43480 ib Out 05/10/2019 1242;54 ' • kfunk2 Net 58860 lb Tone 29.43 Comments CTI-RF • Product Qty UOM Rate Tax Amount Origin . 1 ENVCLEANUP ROCPCS-Tons-E%- 100- 29.43 TonG KING 2 GOND TON -GONDOLA PER TON iper 29.43 Tans 203WM Total Tax - • 8th Ave Reload 7400 Sth\Ave S Seattimi•WA, 98108 Total Ticket Reprint Ticket# 3fL213 Ph: 208-G94-0600 Customer Name CITY TRANSFER PROFILE ii4315W Carrier SELF SELF Ticket Date 05/10/2019 Vehicle* CTI258 Vb1upT1e Payment Type Credit Account, Container Manual Ticket* Driver ORES BARICH Route le Check# Hauling Ticket# Dilling# 0000280 Destination Grid .. ',PQ# 1318-001-04/114315WAD • 1 Time 'Scale .Operator inbound Gross 1014E0 lb In o5/1oreol9 1G:49133 SOle 1- kfunk2 Tare 43480 lb Out 05/10/2019 13449:33 kfunk2 Net 57940 lb Tons 28.97 Comments CTI-KP Product LDI Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RBCPC8-Tons-E -100. 28.97 Tons KING 2 GOND TON -GONDOLA PER TON 100: 28.97 Tons • 203WM Total Tax lubal. 1.1A Total Ticket 8th Ave Reload Reprint 7400:8ti-Olve S Ticket# 30182 Seattfei WI', 98108 Ph 206-6947..0600 , . . Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF 8ELF Ticket Date 05/10/2019 '.., ' • Yehicle# CTI433 Volume Payment Type Credit Account . Container Manual Ticket# Driver MIKE KLI KHAMMER Route Check# Hauling Ticket# Billing# 0000280 Destination - Grid rpcm 1318-001-04/114316WAB Tine 10ale "' Operator Inbound Gross 1117E0 Ib In 05/10/2019 08:04:58 8ca1e .1. kfunk2 Tare 41660 lb Out 05/10/2019 08:04:58 ' ' ' kfunk2 Net 70060 lb Tuns 35.03 Comments CTI-KF Product City UOM Rate Tag Amount Origin 1 ENVCLEANUP ROCPCS-Tons-E 100 35.03 Tons KING 2 GOND TON -GONDOLA PER TON 100 35.03 Tons 203WM rwiltAA YWN ' Total Ticket 8th Ave Reload' Reprint 7400 8th'Ave'S Ticket# 301a6 Seattle, Wk. S8108 Ph 206-694-0600 , ,. .. Customer Name CITY TRANSFER AROFILE 114315W Carrier SELF SELF Ticket Date 05/10/R019 Vehicle* CTI433 Volume Payment Type Credit Account Container Manual Ticket* Driver MIKE KLINKHAMMER Route Check* Hauling Ticket* Bii1in# 0000280 Destination FO* 1318-001-04/114315WAD Orid Time PoP . Operator Inbound Gross 101660 lb In 05/10/2019 08:54:58 Scale 1.,.:: kfunkR Tare 41680 lb Out 05/10/R019 08;5458 tfunke Net 30.00 S0000 lb Tons Comments CTI-KF Product LD% Qty UOM Rate Tax Amount Origin -- --- ------ 1 ENVCLEANUP R6CPCS-Tons-Em100- 30.00 TunsKIN GOND TON -GONDOLA PER TON .1.00. 30.00 Tons 203WM Total ..Tax _ ----- Comments CTI-KF Total TIWO't 8th Ave Reload Reprint 74008th Ave S Ticket# a0192 Seattle, WA, 98108 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 05/10/2019 Vehicle# CTI433 Volume Payment Type Credit Account- . Container Manual Ticket# Driver MIKE KLINKHAMMER Route Check4 Hauling Ticket# Billing# 0000280 Destination Grid PO4 1318-001-04/114315WhD In 05/10/2019 09:4:25 Scale'1 Time Operator Inbound Gros% 97820 lb kfunk2 Out 05/10/2019 09:45:25 Tare 41660 lb kfunk2 Net 56160 lb Tons 28.08 Product LD% City UOM Rate T4R Amount Origin ENVCLEANUP RSCPCS-TonsE .100 28.08 Tons KING q OOND TON -GONDOLA PER TON 100 28.08 Tons 203WM Total Tax Comments CTI-KF 8th Ave Reload 7400 :go Ave. S Seattle, •WA, 98108 Total Ticket Ph: 206-694-060 ;Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date O5/10/2019 Vehicle# CTI433 Payment Type Credit Account Container Planual Ticket# Driver MIKE KLINKH MMER Route Check# Hauling Ticket# Billing# 0000280 Destination Grid POtt 1318-001-04/114315WAD Time Scale ' Operator Inbound Grin$ 104100 lb In 05/10/2019 1044:32 Scale'L. kfunk2 Tare 41660 lb Out 05/10/2019 10:4402 kfunk2 Net 62440 lb Tons 31.22 Reprint Ticketit 30196 Volume Product LTA Qty UOM Rate Tax Amount Origin --- A ENVCLEANUP RGCPCS-Tons-E . 100. 31.2e Tons KING 2 GOND TON -GONDOLA PER TON . irbo 31.2'2 Tons 203WM Total Tax 8th Ave, Re,1 oad 7400 4th Ave S Seat•t1e.y "WA; 981@4 Total Ticket Reprint Ticket 30201 Ph: 208-f 94-06600 `Custemar Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Data 05/10/2019 '41`' Vehicle# CT1433 Volume 'Payment Type Credit Account. Container Manual Ticket# Driver MIKE KLINKHAMMER Route Check# Hauling Tickets Billing# 0000280 Destination Grid POO 1318-001-04/114315WAD Time :scale Operator Inbound Grass 101700 lb* In 05/10/2019 11:38:17 Scale' f."' kfunk2 Taro 41860 ib* Out 05/10/2019 11:38:17 " . kfunk2 Net 60040 ib * Manual Weight Tons 30.0: Camftente CTI-KF Product • LD% tatty UOM Rate Tax Amount Drigin 1 ENVCLEANUP RGCPCS-Tons-E 100 30.02 Tons 2. GOND TON -GONDOLA PER TON i00. 30.0? Tons 203WM Total Tax. KING MANAOV1T eth 4ve•Reload 7400 eth Ave S Seattle,' WA/ 98108 • Total Ticket - - Reprint Ticket# 30204 Ph: 206-694-0600 Customer Name CITY TRANSFERPROFILE.114315W Carrier SELF SELF Ticket Date 05/10/2019 Vehicle# CTI433 Volume Payment Type Credit AccountContainer Manual Ticket# Driver MIKE KLINKHAMMER Route Check# Hauling Ticket# Billing# 0000280 Destination Grid pott 1318-001-04/11431514AD Time Scale ' Operator Inbound Gross 107260 lb In 05/10/2019 12,2925 Scale I' kfunk2 Taro 41660 lb Out 05/10/2019 1229125 kfunkE Net 65600 lb Tons 32.80 •Comments CT1-KF Product ' LAX Qty UOM Rate Tax Amount Origin .... .. _ 1 ENVCLEANUP ROCPCS-Tons-E' 100. 32.80 Tons KING 2 GOND TON -GONDOLA PER TON 100 32.80 Tons 203WM Total Tax Total Ticket A EIVIARIA EMISMT 8th Ave Reload Reprint 7400 8th Ave 9 Ticketif 30210 Seattle, WA;, 98/08 Ph: 206-694-0600 Customer Name CITY TRANSFER,PROFME 114313W Carrier SELF SELF Ticket Date 05/10/2019 . ' . Vehicle-ft CTI433 Volume Payment Type Credit Account. ...:.-- Container Manual Tickut# Driver MIKE KLINKHANMER . ..: Check# Hauling Ticket* . .- ,..- Dilling# 0000280 Destination Grid ,P00 1318-001-04/114315WAD 1 Time Scale ' Operator Inbound 'Gross 107360 it, In 05/1.0/2019 /3:26:03 Sca10.: kfunk2 Tare 41660 lb Out 05/10/2019 13:2603 kfunk2 Net 65700 lb Tons 32.85 Route Comments CTI—KF Product LO% Oty UOM Rate Tax Amount Origin 1 ENVCLEANUP RBCPCS—Tons---'4. 100. 34.85 Tons KINQ 2 80ND TON-00NDOLA PER TON 100.. 32.85 Tons 203WM Total Tax Total Ticket 8th ,qvp Reload Reprint 7400 ,v h'Axv 8 �Tickpt0 30184 Seattle, WA, 98108 Ph: 206_894-0800 Customer Name CITY TRANSFER PROFILE 114315N Carrier SELF SELF Ticket Date 05/10/2019 ' Vehicle# CTI259T Vol4tme Payment Type Credit Account ' Container Manual Tdoket# . Driver JQSON CQMNIC1{ Hnutm Chuck# Hauling Tioket# 8illing# 0000280 Destination 6 ,PO# 1318-001-N4/114315WAD Time .8cdlo Operator Inbound Gruyn 113640 1h In05/10/U19 08:32:2"" Gc'��oI. kfunk2 Tare 44900 lb Out 05/10/2019 W:32x28 ~. . kfunk2 Net 68740 lb Tons 34,37 Comments CTI-KF ------------------------------ . ,100 34� Tons. .2 6OND PER d ' 100 34"37 TonsKING '--- � ' WASTE MAmAGIRMIRNT 8th-Ave Reload ?400.8th Five S Seattle, WA. 98i08 Total � �Ticket Reprint Tlcket#3N19\ Customer Name CITY TRANSFEH'PROF2LE ��4315W Carrior SELF �SLF 'Ticket Date 05/1N/2019 � ' VehicJw# CT259T Volume, Payment Type Credit AoLoun�" ' Container �anual Tiokmt# Driver JA8ON COMNlCK Routs Cheok# 'Hauling T� k t# mu ng � � Billtn�# 0000280 D�ot�matiun � � . Grid - PO# 1318-N01-04/114315WAI) Time' Gc�ale Operator Inbound Gross 102060 lb In 05/10/2019 09135119 8qule 1 kfun42 Tare 44900 l6 Out 05/10/2019 09135:19 kfunk2 Net 57160 1b Tons 28.58 Comments CTr-I<F LD% -Qty UOM Rate Tag Amount origin 1 ENVCLEgNUP RQCpCS-Ton .100 213.Sig Tons KING a BONDTDN-UONDDIA PER TON 100 28.58 Tons KING Total Tmu Tut�1 TiEk�t ' ' 8th Avo Reload 7400 8th Ave. 8 Seattle,,WAi`98108 Phi 206— ` ;Customer Name CITY TRANSFER PRDPIL� 114315W Carrier SELF SELF ,Ticket Date 05/W/2019 ` 1Paymmnt Type Credit Account. ' Manual Tickut# Route Hauling TioAet# Destination PO# 131@—NN1~04/114O15AD Time oualm . . Operator In 05/10/2019 1o,36:53 Scale 1. kfonk2 Out NS/10/2019 1W:,36n53 kfunk2 ` .Iv Comments CTI—KF ^ Vehicle# OTlE59T Container Driver JASQN DOMNICK Check# Btlling# 0000280 Grid Product LD% UOM . -2 BOND TON —GONDOLA PER TON 100 28-03 Tons KING Reprint Volume Inbound Gross 100960 lb Tare 44900 lb Not 56060 lb Tons 28~m3 Rat a Tax Amount Origin Total Tax 8th Ovo'Reload 7400 8th.Avw S Seattle |otel /irkpt, Reprint Tioket#3N200 Phi 206-G94-0600 :Customer Name CITY TRANSFER' P�OFILE 1143M Carrier SELF SELF Ticket Date 05/10/2019 Payment Type Credit Manual Tichet# Route Hauling Tlck*t# Destination Accnunt�' , �. ` � P0# M6-001-04/114315WAD Time' -scale In 05/10/2019 1lx43:,37 'S�a1e I` Comments CTI-KF ^ Vehiw1m# CTI259T Container Driver JABDN COMNlCK Check% 8illimg# 0000280 Brid Uperat hfunk3 hfunk4 ` Inbound Gruwo Tare Not Tons 102860 lb 44900 l6 57960 lb 28.98 UOM Rat a Tax Amount Origin 1 ENVCLEANUP QBCpCB-Tuns'-E ,bD0' 28.98 Tonp 2 GOND TON -GONDOLA PER TON 100 28.98 Tons Total Tau ire 41, WASTMANAUMEI1T Bth Ave'Reload 7400,8th Ave 6 Seattilet yR, 96108 'Customer Name MTV TRANSFER PROFILE 114315 Ticket Date 05/10/2019 Payment Type Credit Account,-"" Manual Ticket# Routs Hauling Ticket# Destination PO# 1318-001-04/1143154AD 'Scale Scale 1 Time In 05/10/2019 13:09:46 Out 05/10/2019 13:09:26 Comments CTI-KF Product Total Ticket Reprint Ticketit 30209 Ph 206-694-0600 Carrier SELF SELF Vehicle# CTI259T Container Driver JASON CDMNICK Check# Billing# @080 Grid Operator kfunkR kfunk2 Volume Inbound Gross Tare Net Tont 103260 lb 44900 lb 56360 lb 29.18 Lb% (ty UOM Rate Tax Amount Origin 1 ENVCLEANUP ROCPCS-TonsHE. 100 29,18 Ton % KING 2 BOND TON -GONDOLA PER TON 100. 29,18 Tons 203VYM Total Tax Total Ticket M A ' Reload 7400 Sth Ave S swattjev WH, 98108 Customer Name CITY TRANGFER'~bRO�%LE 11�315WCarrimr GGLF SELF Ticket Date 05/b0/RN19 �'-� Vehiolo# CTI259T Paynent Type Credit Rccoun Container Manual Ti#ket# � - - Dr1vmp JRGON M4NlCK Route Chech# Hauling Tiuhot# 8illipg# W»o0�8W Destination Brid � pQ# 1318-00t-W4/114315WA` ^ Time . ..scale �n 05/10/2019 14:29xW8 �a1n I Out 05/10/2019 i4v29:W8 ` Comments CTl-KF , »u Volume Reprint T1ckmt#30PU4 Operator Inbound Gross 102760 lb k fonk2 Tare 44900 lb 1(funk":1 Not 57860 lb Tons 28.93 Lim " Qtv WQM Rat Tax Amount Origin ENVCLEANUP 1 Tons-"E' 10m - 28^93 Tons u uumu TON-oDNDoLA PER 7UN M 28.98 Tons r"+�` r.. KING Total Ticket 8th A�n Reload 7400 6th Ave S Seattle, WA, 88l0a Customer Name CITY Ticket Date 05/13/R019 �` payment Type Credit Account,:. — Manual Ticket# Route Hauling Tickot# Destination # 1818-001.-N4/11431SWA0' Time Scale� t05/13/2019 07x39109 �cm1e 1 Out N�/13/2019 07:39:W9 n Comments CTI-KF 30Ph; 206-694-0600 2 Reprint TicK*tif 16 11431514 Carrier SELF SELF Vehbz1w# CTI4,72 Container Driver NARK KNOX Chpok# Billino# 0000280 Grid Operator kfunk2 kfunk2 Vo1ump Inbound Bross 102,060 1b Tare 41180 lb Net G0880 I Tons 8N.44 � 1 ENYCLEANUP RGCPCS-Tonm�' 100 30.44 Tons KING Total Tax hrivpr's Si M e ",= I °.— M= �� WAwTE,mAmmQRMp� n� � 8th AveQve �o�6 _.. ^ _ Reprint /ymm Ave,� Tb:het#30�21 Gaattle, WA, 9Q108 Phi 206-694-0800 Customer Name CITY TRANSFER PROMEf 114315W Carrier SELF SELF Ticket Date 05/13/2019 Veh&mlo0 C7I432 Volume Payment Type Credit Account Oontatn*r Manual Tiokeh# Driver MARK %NOX Route ChooA0 Hauling Tichot# � � Bil1inQ# 0000280 .Destinatlun Grid O# 131A-M-04/114315WAD ` @ Time S#a10 '^ Dperatur Inbound Bross 106860 lb '�n WS/13/2019 08:30:41 Seal .1 kfun&p Tarp 41180 16 Out 05/13/2019 08 3W 41 ; : : ' �' kfunk2 Net 65680 1b Comments CTI-RF . Product - � 1 ENVCLEANUP RQMCB-Tons~E 100� ��.84 Tons ---- ' KING 32.84 Tons Total Taw r~+,` ri_b~+ 8th Ave plod 7400' 2th AVe S Seattle, WA," 98108 ovuoa IWA Total Ticket Ph: 206-694- Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 05/13/2019 • • Vehicle* CTI432 Payment Type Credit Amount 0 . Container Manual Ticket# Driver MARK KNOX . • . Route Check* , Hauling Ticket* ' Billino mono Destination , . Grid ifO# 1318-001-04/114315WAD . , Time Scale . Operator Inbound Grass 106700 lb In 05/13/2019 09:29:56 Scele,I kfunk2 Tare 41180 lb Out 05/13/2019 091E9:56 kfunk2 Net 65520 lb Tans 32.76 Reprint Ticket* 30227 Comments CTI-KF Volume Product - LEW Qty WM Rate Tax Amount Origin li ENVCLEANUP RBCPCS-Tone-E 10b: 32.76 Tons KING .-, GOND TON-SONDOLA PER TON 100',. 32.76 Tons i . _ $ ziwm latitr, o Total Ticket mxmST" -- --�—- 'r ``° 8th e `oload ���Reprint 7400 8th Ave 8 . Tickmt#30217 Customer Name CITY TRANSFER -,PROFILE 114315W Carrier SELF SELF Ticket Date 05/13/2013 ' Vwhiclu# CT1433 Volume Payment Yvpo C�pdit Aocuunt Container m Manual Ttoket#' Driver MIKE KLlNKHAMME8 Rnute Ch*ck# Hauling Tiuket# Williog# 0000280 Destination Grid PH 1318-001-04/114315WAQ Time l » Scale' OperatorInbound Oro n 108880 lb�5/i3/20ig W7:484S ��oa�� 1, k[unkO Tare 05/1�/201g Vi4z45 kfunk2 Not 41660 lb 67160 lb Comments CTI-KF `�. ' Product _ �D� Qty UON Rate Tax Amount OriQin I GNVCLERNUP R8CPCE;-Tuns-E . 10� 33.58 Tony KING Total Tax Driver's Signature IOL IXCHUG WASTE MJUUAO 8th Avo Reload 7400 8th •Ave* S Seattle, 'NA, 98108 Reprint Ticket# Ph 208-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Iicket Date 05/13/2019 Vehicle# CTI433 Payment Type Credit Account. . - Container Manual Ticket# Driver MIKE RLINKRAMMER Comments CTI-KF Route . Check# e Hauling Ticket# Billing# mum Destination 6rid PO# 1318-001-04/114315WAD -. . Time 8Ca1e Operator Inbound Gross 106460 lb In 05/13/2019 08:4314 Scale I.: kfunk2 Tare 41860 lb Out 05/13/2019 084314 --. . - kfunk2 Net 84800 lb Tons 32.40 Volume 8 1 Product '. - LD% Dty UOM Rate Tax Amount Origin 1_---_----__-_-__--- .... _ .... .... -_______________-_______________________________ 1 ENVCLEANUP ROCPCS-TonstE 100 32.40 Tons KING R GOND TON -GONDOLA PER TON 100 32.40 Tons 209WM Total Tax T-1—.1 T1: -I-1. 8th AveReload .°"m^ = Total Ticket Reprint Ticket# 30228 Phx R06-694~0600 ,er Name CITY TRANSFER -PROFILE., 114315W Carrier SELF SELF 'Ticket Date M5/13/�Nl9 . ^ ' oehic1a# CT1433 Volume Anymwnt Type Credit Account (['���' Container Manual Tick t� �� o Driver MIKE KLINKHAMMER Rmukm ` ' Cheok& Hauling Ticket# � Billing# 0000280 Destination � ~ 8rid PO# 1318-NN1-W4/1L4315WAD � Time Scale ;._ Operator Inbound Gross 1��14N lb In 05/13/2019 09:35a23 Scale % / kfunk� Tare ' 41668 lb Ouk 05/13/2018 09v35:23 �' kfunk2 Net 8300 lb Tons 31.74 1 ENVCL2ANUP R8QPC8-Tono-E 100.. 31^74 Tons 2 GOND TUN-GDNDOLAPER TON '100"31"74 Tons r"+*l ra" 8th Ave Reload 7400.8th Ave S Seattle'; WA, 98108 Total Ticket - Reprint Tichwt#3W884 Phi 206-694-0600 Customer Name CITY TRAN8FER'PqOriLE 114315W Carrier 8EL17 SELF Ticket Date 05/13/21019 Vmhtcle# QT1433 Payment Type Czhed it A=nunt" ' ' Container Manual Tiokmt# Driver MtKEKLINKHAMMER Ruutp enA# Hauling Tichot# 8il1ing# 0000200 Damtination � 8r1J PO# 1318-001-W4/1143 Time Scale' !In 05/1 10o5lh15 Scale 1 out 05/13/2019 10151115 ' Comments CTI-KF / ' e Operator Inbound Gruss 109620 lb hfunk2 Tare 41660 l6 kfunka Net 87880 lb Tails 33.98 ------------- I ENVCLEANUP R0CPCS-Tons. 1633.98 Tons Total TaK 0N8 8th'AV e Reload Seattle, WA, 98108 Custmmwr Name CITY TRANSFER,PROF ILE Ticket Date W5113/12W19 Payment Type Credit AccouA- Manwyl Ticket0 Route Hauling Tioket# Destination /PU# 1318-001-04/114315N90 Time Scale n 05/1312019 12v13uSG 'Seale 1 but 05/13/20M 12:13/56 . Comments CTI-KF � ' Reprint Tiohot# 30i�42 Phi 206-694-0600 114,315w Carrier SELF SELF Vehic1e# C32433 Container Driver MIKE KLINKHAMMER Oheck# Bil\iv# 0000280 Grid Operator Inbound Brwou Tare Net |nnn Amount 10440@ lb 41660 }h 62740 lb 31.37 Origin 1 ENVCLEANDP RGCPCS-Tuns+E' M 31.37 Tons KING 2 GDNQTON-GONnOLA PER TON 100 81.87 Tons Total Tax 8th Ave ReJ,Qad Seattle, WA.,., 98108 Totai Ticket Ph: 208-694~ Reprint Ticket# 30245 Customer Name CITY TRANSFER PHDFILE'114315W Carrier SELF SELF Tipkpt Date 05/ '^~���' � Vehiclo# OT1433 Volume Payment Type Credit Account Container Manual Ticknt# ''. Drlyer MlNC KLINKHAMMGR Route . ChocA0` Haultng TLcKet# � Dilling# 0000280 Destination '`. Grid /1 �PO# 1318-001-04I4315WAD ' Y ' ' ` Time .���le . Operator Inbound Gross 103980 lb In W5/13/��18 13:02:28 S L-,a1p'i� bfunh2 Tape 41660 lb Out 03/13/2019 13:02128 ' �''' � ' kfunk2 Net 68320 lb Tons 31.16 'Comments C7l-Kp . ., . Product ,U.% Dty UOM Rate Tax Amount Origin 1 GNVCLEANUP RQOP[S-Tons.� 10m' 3�. 1G ~ _ Tons KING Total Tax � futal Ticket H MAq°=Ummwr ^ 8th Reload Reprint Y40mlsth�Ave B TicAet# 30249 Semtflq, WA, 98108 Phi 206_694-0600 Customer Name CITY TRANSFER PROFIL` � 114a15N Carrier SELF SELF Ticket Date 05/13/2019 . Vehicle# C71433 Volume Payment Type Credit Aocounf ' - Container Manual T1cket# : Driver MIKE KLINKHAMMER Routo Chmoh# Hauling Tichet# QiIlinQ# 0000280 est.lnmtiov Grid �# 13lG�0N1-N4/t14�1 ' Time /Scale Operator In6uwoid Bross 108940 lb In 05/13/2019 13;51;01 kfunk2 Tare 41660 1b Out 05/13/2019 13:51:01 kfvnk2 Not 67889 lb Tuns 33.84 Comments CTI~KF Product '' Lb% Uty U0M Rat e Tax Amount Origin 1 ENVCLEANUP R0CPC8- ' 100 33.64 Tony KING Total Tax �� 8th Ove Reldad 7400 8th Ave. 8 Seattle,' WA 913108 Total Ticket Reprint TicAot#3m254 Ph: 226-694-0600 Customer Name CITY TRANSFER PROFIL5,'i14315WCarriar SELF SELF T1c!kefDate 05/13/2019 ' Vehicle# C71433 Volume Payment Type Credit Account Container Manual Tinkmt# Driver MIKE |<LINKHAMMER Routm Ohnoh# Hauling Tickwt# ''' A11ltng# 0000280 .j]estinatiun Grid D# 1318~001-04/114315WAD '' Time Scale ` Operator Inbound Gross 103788 lb In 05/13/2019 14:43«19 Scale i` kfmnk2 ?are 41680 1b Out 057iV2019 14:42:iS kfunk8 Net 62100 lb Tons 3i-05 ^ Product- LD% [at y UUM Rat G Tax Amount Origin —~-----~ 1 ENVOLEANUP RWQACS~Tons-E 100 , 31.05 Tons 'KING qR 8UwD TON-OONDOLA PER TON 100^ 3i,05 Tons � J Total Tax /oxaL /xcxec Driver's Siqnature Reload 7400 8th Ave W Geattle,^WAi 98108 Customer Name CITY TRANSFER'PRQFILt 114315W Ticket Date 05/13/2029 Payment Type Credit A=c2ount^; ' 'Manual T.tcket# ' ' Route Hauling Ticket# Destination YIPO# 1318-00i-04/114315WAD` Time 8bale. In 05/13/2019 07x56x42 Scale ^ Op kf u kfu Reprint Ttckot# 30218 Ph: 206-694-0600 Carrier SELF SELF Vmhiole# CT1428 Container Driver MIKE EADS Cbeck# 8il1ing# 0000280 Qrid 1 ENVCLEANUP nGCPC8-Tons-E 100. 30.12 Tons -2 BOND TOM -GONDOLA PER TON_ 10'0 313. 12 Tons Inbound 8rona Tare Net Total Tax iW2@G0 1b 41820 lb 60240 lb �W.12 Origin KING Reload T400�th Ave S seat �l�, WA, 9W06 Cumtommr Name CITY TRAN8FER~RRMFILE Ticket Date 05/13/2019 �. Payment Type Qredit Account.. Mon4a1 Tbzkpt# Rout e Hauling Ticket# .- . Destination PO# 1318-NN1-04/l14315WAD Time . »bnali; ' In 05/1a/2013 08x52:56 136ale 1 Comments C7I-KF 'nnaL llo«ev Reprint 3022 Phi 206-694-0600 i1431GW Carr tor SELF SELF Vwhic1u# CT1486 Container Driver MIKE EAQS Chech0 Billlng# 0000280 Grid Operator InbDund Bros s Tare Net Ton 106280 1b 41820 l6 64460 1b 32.23 1 ENVCLEANUP RGCPCS-Tons-E` ,10@'. 32.23 Tons KING Total Tax T"+=, r'~^.+ 8th Ave Reload 7400 8th Ave S Seattle, WA� 98108 Cuutomnp Name CITY TRANSFER PROFILE Ticket Date 05/13/2018 Payment Typn Credit Account .- ManLtal T{oket# Route HaLtlinQ Tickot# Destination / PO# 1318-0N1—N4/i14315WAD _ Time In 05/13/2019 W9xS2:48 Sqale^t, DVt 05/13/e019 09:52148 Comments CTI—KP � ^ ` � Total Ticket Reprint Ticket# 30229 Ph: 206-694-0600 114315W Carrier SELF SELF Vehic1e# CT1426 ' �nnt�inar Driver MIKE EADS Chmuh# QillinU# 0000280 grid operator kfunk2 W"unWR 1 ENVULEANUPRGlPGS-Tpns—E 100:` 2 MOND TON —GONDOLA PER TON 100' 31.13 Tons 31.13 Tons yo1Lime Inbound spur's Tare Not Tons 104080 16 41820 1b 622W 1b 31,!3 KIN8 Ticket Date 05/13/2019 Payment Type Cred it Account Manual Ticket# Route Haul in g Ticket# Destination PO# 1318-001-04 /114315WAD Time Scale In 05/13/2019 10 c59: 13 SCal 13 '1 Out 05/13/2019 10: 59: /3 Comments CTI-KF 8th Ave Reload 7400 8th Ave 8 Seattle, wn; 98108 Cus tomer Name CITY TRANSFER PROFILE . . Total Ticket Reprint Tickpt# 30235 Ph : 206-694-0600 114315W Carri er SELF SELF Umhicle# CTI426 Container Driver MIKE EADS CFI eck # Bi 1 1 i ng# 0000280 rid Product Lli Gty Operator kfunk2 kfunk2 Volume Inbound Gross Tare Net Tons UOM Rat e TAX 1 ENVCLEANUP RGCPCS-Ton 15-E - 100. 30.35 Tons 2 GOND TON -GONDOLA PER TON 100 ' - 30.35 Tons 203WM —--- Total Tax 102520 1 b 41820 lb 60700 lb 30..35 Amount Origin KING Total Ticket 8th Avo ReIuad Reprint 7400 0th Avg S Ticketif 30239 Seattle, 0A, 98108 Ph: 208-684-0600 Custommr Name CITY TRAWER PROF�Ue 114318W Carrier SELP 8ELF Ticket Date 05/13/2019 .' �' Vohi�le# DTI426' Volume Payment Type Credit Account . Containup Manual T1cket# ^ .`' Driver MIKE EADS Route ' � Check# Hauling Tickat# Billing# 0000880 Destination 8rld PO# iM-N01_04/114315WAD . Time 'Scale Operator Inbound Gross 108480 lb In 05/13/2019 i1:52xI9 Scala 1 kfunk2 Tape 41820 lb Out 05/13/20lg 11:52;19 ' '�''� _ kfunk2 Not 84��m �6 -_-' -, Tons 32,33 Comments CTI-RF Product LD% My UON Rate Tax Amount Origin ------------- 1 ENVCLEANUP RBCPDS-Tons-��E 100 3R.3Tons - KING 2 COND TON -GONDOLA PER TON 4100 32- �-�'' - Total Jan. tVe 'ASTE MAmA019MEMv Total Tic Not 8th Ave, Reload Reprint 7400'8th.Avw S Ticket48W243 Seattle, WA, 98108 Ph: 206-694.0600 Customer Name CITY TRANSFER PROFILE 114815W Carrier SELF SELF Ticket Date 05/13/2019 '``� '^� Vehicle# DT1426 Volume Payment Type Credit AcL-ount Container Manual Tickmt# Driver MIKE 2ADS Route . Cheok# Hauling Tickmt# . Bi11ino# 0000880 ��sttnahion Grid - # t318~N01-04/114315'AD ' Time .g�a�e. Operatnr Inbound Bross 106180 lb {u 05/13/,0019 12x49:55 Scale 1 kfonk2 Tare 41820 lb Out 05/13/2019 i2c4gx55 ''' hfunh2 Net 64360 lb Comments CTI—KF Produmt Tntal Tax . Amount Origin 8th Ave' Reload Reprint 7400 8th Ave S Ticket# 30246 Customer Name CITY TRANSFER P' ILE '14315W Carrier SELF SELF Ticket Date 05/13/2019 ' � Vmhicm# CT1428 Volume Payment Type Credit Account ^ '� [mnm-rowr Manual Ticket* � ` ' ' Driver MIKE EADS Route Oheok# Hauling Tickpt# aill1ng# 0000280 Pemtination . Grid O# t30-001-04/114315WAD Time 8cal� Operator Inbound Gross 106310-0 lb �n 05/13/2019 Ut37o01- 8oa1e 1: 14funh2 Tare 41820 1b Out 05/13/2019 13:37t0l` kfur/k2-- Net 64500 lb Comments CTI—KF Product _ � Uty UDM Rata Tux Amount Origin '---- _~___--_-~__--______- 1 B«VCLEHNUP OBQPO8-Tun6~E 106. 32"E5 Tuun 2 G0VD TON-60ND0-A PER TON ' - 32~25 Tun« Total. Tax - Total Ticket 8th &e Reload 7400Oth Ave 8 Baattl.e, WA, 981W8 Reprint Ticket# 30251 Customer Name CITY TRANSFER PROFILE 114315W Carriar, SELF -SELF Tipket Date W13/2019 Vmhiolw# OT1428 Volume Payment Type Credit Acaouni.' Cuntainor MamuA1 Tiokwt#' Driver MIKE EADS Route Chock# Hauling ?ickpt# BillinQ# 00008M ;-Desttnatiwn Grid l318-N01-W4/1143t5WAD Time 1scale Opwpatup Inbound 8~mmy 105400 lb in 05/ta/2019 14:26:24 8nld'tkfunk2 Tare 41820 lb Out 05/13/8019 14:M24 kf'An k2 Not 63580 lb Tons 31.79 Comments CTI—KF Product . LD% 8ty UOM Ratu Tax Amount Origin -------------------- _'-_____----------------- _ --- I ENVCLEANUP R8OPC6-Tunw�E 100 31,79 Tons 9- GUND TON -GONDOLA PER TON 100 31^78 Tons Total Tax ` KING' Ticket Date 05/13/2019 Payment Type Credit Account Manual Tiokwt# Route Hauling Tlcket# ...'.. Uwstinatimn pU# 1318-WN1-N4/1143i5WAR � ' Ti tie scale'^ In 05/13/2019 08:00:50 scale 'I ' Comments CTl-KF , Rrmduct ' ^ `~~~ � ji ENVCLEANUP RGCpuS^Tono_E � 8ONU TON-BDNDCLA PER TON'.' 1 '^ ath Aye ltyad 74N08bh Ave, i Customer Name CITY TRANSFER PROF[Ct I14315W Carrier Vohicle# Container Driver Check* Bil11bo# 8pid operator kfunk2 kfunke 31.84 Tons 31.64 Tuns Total Ticket Reprint Tickot# 30219 Ph: 206-694-0600 SELF SELF CT1425 RUGS; 8TEVENBON 0000280 Volume Inbound Gross Tara Not Tons 103720 lb 4244m lb 6328N I 31,64 Rat e Tax Amount Origin Total Tax _ KING 1.1.1,hiqU Driver 1tinature INASTEI AMACM e, ath ilye Reload 7400 8th Ave' S Seattle, 1iU, 98108 .... • :Customer, Name CITY TRANSFER•RoFILE 114315W Carrier SELF SELF Ticket Date 05/13/2019 .'• Vehicle# CTI4E5 Vol Payment Type Credit Account,„ Container 214anual Ticket# •.• Driver RUSS STEVENBON Route Check# Hauling Ticket0 Silling# mom .. • . . Destination Grid Poo 1318-001-04/114315WAD Time 'Svale Operator Inbound Gross 105500 lb In 05/13/2019 09:04121 *ale 1.. kfunk8 Tare 42440 ib Out o5ilueo19 09:0421 . kfunk2 Net 63060 lb . . Tons 31.53 Comments CTI-KF A • • Product • Reprint Ticket# 30224 Ph: 206-694-0600 • LE Qty UOM Rate Tax Amount Origin ENVCLEANUP RBCPCS-Ton100 31.53 Tons KING GOND TON -GONDOLA PER TON 100 31.53 Tons 203WM Total Tax Tra-,1 TA,1104. Bth Ave Relbad 7400 8t h, •Ave S Seattle"' WA, 98108 12ustomer^ Name CITY TRANSFER' PROFILE- 11431 Ticket Date 05/13/8019 Payment Type Credit Account'' 4(' Manual Ticket# Route Hauling Ticket# Destination PO# 1318001-04/114315WAII' Time scale In 05/13/2019 10:00:03 Scale 1: Out 03/13/2019 10:00:05' Comments CTI--KF product LD.% oty Total Ticket Reprint Ticket# Ph: 206-694_0600 W Carrier SELF SELF Vehicle# CTI425 Container Driver Check# Bi11irig# 0000280 Arid Operator kfunk2 kfunk2 UDM 1 ENVCLEANUP RGCPCS--Tons7E, 100 31.6E Tons 2 GOND TON -GONDOLA PER TON ' 100 31.66 Tons 203WM RUSS STEVENSON Rate Volume Inbound Gross Tare Net Tons -:a 105760 lb 42440 lb 63320 1b 31.66 Tax Amount Or Total. Tax K1NL Total Ticket ~ �=^Sre��wv*�SMmNT- 8th Ave: Reload Reprint 7400.0th -Ave S TicAxt# 30288 somtt�o,' WAi .98108 Ph: 206-694-0600 Customer Name CITY TRAN8FER-PRDFI4� 114315W Caprinr EELF SELF Ticket Date 05/13/8019 yehicle# CT1425 Volume Payment Type Credit Account ''' / Container Manual Tickat# Driver RUGS STEyENBDN Ruutp ' Check# Hauling Ticket# Billing# 0000288 Destination Grid 'Pt3# 1318-N01-m4/114315WgD � Time scale Operator Inbound Qrmuo 105140 lb 'In 05/13/2019 11o08:28 Scale 1- kfunh2 Tarn 42440 l6 Out 05/13/8@19 11:08n�8 ~� kfunk2 Net 82700 lb Tony 31.35 Comments CTI-,KF ^ . ^ Product ----------------------------------------------------- Rat 0 Tax Amount Origin I s-E 16'0 31.35 Tuns KJNB 2 GOND TON -GONDOLA PER TON 100" 31.35 Tons ' � 263WM Total Tax Total Ticket .• 8th Ave Reload Reprint 7400.8th.Ave G Ticket # 30240 Seattlet WA1 98108 Ph: 206-694-0600 • Customer Name CITY TRANSFER:PROFILE 114315W Carrier SELF SELF Ticket Date 05/13/2019 Vehicle* CTI425 Volume Payment Type Credit Account' - Container Manual Ticket* Driver RUSS STEVENSON Route Check* Hauling Tziket# Billing* 0000280 ,.. Destination Grid P0* 1518-001-04/114315WAp i Time :Scale Operator Inbound Gross 102920 lb In 05/13/2019 12:0119 Scalia 1 kfunk2 Tare 42440 lb Out 05/13/2019 12:01:19 :. kfunk2 Net 60480 lb Tons 30.24 Comm its CTI-KF Product , • LD14 Oty IJOM Rate Tax Amount Origin 1 ENVCLEANUP ROCPCS-Tons4' 100 30.24 Tons KING 2 GOND TON -GONDOLA PER TON 100 30.24 Tons 203WM Total Tax 8th Ave Reload 7400.8thAv'e G Seattle, WA, 98108 Total Ticket Ph: 206-694-06 Reprint Customere CITY TRHMFER'PROF%U5 114315W Carrier GELFBELF Ticket, Date 05/13 Vehio1u# CT1425 Volume Payment Type Credit Account Container Man"al Tickwt# Driver RWG8 STEVENSON Route Ohmuk# Hauling Ticket# � . Bllltng# 0000280 Destination . grid # �318-WN1-04/1�43�5W�D Time Scale - Operator Inbound Gross 104980 lb In 05/13/2019 12x52:34 Soa1b 1 kfVnN% Tare 48440 lb Out 05/13/2018 12:52:34 � kfunk2- Net G2340 1b Tons 31.27 Comments CTI-KF Prnduot LD% Qty UQM Rate Tax Amount Origin 1 E:NVOLEANUP 8BCPCS-Tons-E 100 31.27 Tons KIN8 £ BOND TON-0QNQULA PER TON 1W@`' ' 31.27 Tons Total Tax ath Ave Rdlmad 7+00 8th Ave G Seattle, WA, 98108 Total Ticket Reprint Tickot# 30248 Phi M-69Aosoo Customer Name CITY TRANSFER PRbFILE i1431SW Carrier SELF SELF Ticket Date 03/13/2019 � � VohiQlp# CY1425 Volume Payment Type Credit Account' � ' � Container Manual 7icket# Driver HU8S STEVENSON Ruute Dheck# ,'Hauling Tioket# B{11inp# 0000800 Deet inution . Grid # ��18~NW1-N4/1i43��W�D ` Time oalo 8Aoratur Inbound Gross M89G0 lb In 05/13/2019 13:42n31 Scalp i' kfunk2 ?are 42440 lb Out 05/13/2019 M42 31 kfunk2 Net 64520 lb Comments CTI-KF Product � .LD� Qty UDM Rate Tax Ampunt Origin 7----------------------------------- -�--------------- - -_ 32.26 Tons mvnu /Om-GumuuL* PER |um 100 32.26 Tons ! o ^ Total Tax KING Total Ticket Ticket Date 05/13/2019 Payment Type Credit Account' panual Ticket# Route Hauling Ticket# Destination thA6TA4AGMNY th Awl Reload 7400 8th Ave 3 Seattle, 0A1 98108 Reprint Ticket # 30252 Ph: 20E-694-0800 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Vehicle# CTI425 Container Driver Check# Dilling# 0000280 Grid RUB STEVENSON Volume dl0# 1318-001-04/114315WAD Time 'Scale . Operator Inbound Gross 103040 lb In 05/13/2019 1433:43 Scale 1 kfunk2 Tare 42440 lb Out 05/13/2019 1433:43 kfunk2 ' Net 60600 lb Tons 30.30 Comments CTI-KF [Product LD'X 1ty UOM Rate Tax Amount Origin _______________________ 4 ENVCLEANUP RGCPCS-Tons-E 100 30.3* Tons KING . GOND TON-BONDOLA PER TON 100% 30.30 Tons 202WM Total Tax Payment Typo Credit kcount Manual Tioket# Route Hauling Tivket# Destination PO4 1318-001-04/1143150D Time 9ral /n 05/15/2019 07:45:59 Scale 1 lut 05/15/2019 07:45:59 ' Comments CTI-KF Prpduct 8th Ave Reload 7400 8th Ave G Seattle, WA, 98108 05 Customer Name CITY TRANSFER PROFILE 114315W Carrier Ticket Rate //5/0 Vehicleit Container Driver MARK KNOX Chek# 8illing# Grid Total Ticket Operator kfunk2 kfunk2 Reprint Tioket# 30309 Ph: 206-694-0600 SELF sELE CTI432 0000280 Volume Inbound Grass Tare Net Tons 104380 ib 41180 lb 63200 lb 31.60 LOY. Oty UOM Rate Tax Amount Origin ......... _ ..... _ .. .. .. .... .. L p ENVCLEANUP RGCPCS-Tons-E- 00 31.60 Tons xxNe GOND TON -GONDOLA PER TON 10W 31.60 Tons TotalTay � e 8th Ave Reload /+00 8th Ave 8 -` 94-�Umtomer Name C2TY'n�m�'u�p��pJ�. 11431W Carrier :Ticket �at» 05/152019 SELF SELF Payment Type credix Account V»hiclm# CT1432 Manual T1oket# Container -~ Route Driver MARNKNUX Hauling Tickwt# Check0 Dnntination Billinq# 00nm28m ._. Time, ' xz�o� �— In 0/15/2019 00x3353 ----- : Scale I ' t Reprint /^cxet#a0317 kUneratmr Inbound G�ows �0386N funh� —' ]b �� Tare��`' kfunh8 80 lb Net 62680 l6 /oos 31.34 Product -' ______~__~ Lu9 Qty UDM Rate Tax I ENVCL-----~-----------�--^---�+-------^--------------------- Amount 0119in =°mvr nBCpQS~inpo-E 100 81 �4 Tons ---~~--�---~--~-~---~---~~- 2 8UND TON-OONBOLAPER T�N �NN�!" KIND ' "34 Tons KING Total Tax 8th Ave Ruluad 7400 8thAvn a Seattle, WA,, galea Customer Name CITY TRANSFER PqOFILE .^�"�" "=^e ma//cve013 Payment Type Crodit'Aocmunt Manual Ttrket# Routu Hauling Tickwt# | Destination 7 Time —'- Scml e ln 05/1$/2019 03m83:41 Scale C, -Comments CTI-KP � Total Ticket Reprint Ticket-#�N325 I14315W Carr ier BELF SELF Vehiole# CTI432 Volume Container Driver MARK KNOX Chwck# 8i2ling0 00o028N Grid Operator kfunk2 kfunk2 ^ Inbound Qrnss Tare Not /nno Product __�____-_�____��__ �� �� U� �w Amount -~_��~~__-~_~__-_-^_- ~~~_ 1 EWYCLEANUP R��PCS-Tons-E '10' � 3232 Tons - ~-^-------~-^~--~- 2 BOND TON -GONDOLA PER TdN 10- 32~32 Tons � i" � � 'Tntal~Tax M8a0 lb 41180 lb 64G401b Or i g in KING 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Customer Name CITY TRANSFER PROFILE 114315W Carrier Ticket Date 05/13/2019 Payment Type Credit Account Manual Ticket# Route Hauling Ticket# Destination RO# 1318-001-04/114315WAD Time Scale In OS/15/2019 1011455 Scale'C Rut 05/15/2019 10:1455 Comments CTI HM Product 1 2 1.4 20 LDi4 Pty Vehicle# Container Driver Check# Grid Operator kfunk2 kfunk2 UOM ENVCLEANUP RSCPCS-Tont-E° 100 31.37 Tons BOND TON -GONDOLA PER TON 100:. 31.37 Tons Total Ticket Mc 06-694-06 SELF SELF CTI432 MARK KNOX 0000280 Reprint Ticket# 30335 Volume Inbound Gross Tare Net Tons 103920 lb 41180 lb 62740 lb 31.37 Rate Tax Amount Origi Total Tax KING KING 8th Ave Rp``ad 7400 8th Aps 8 Seattle, WA,. 981@8 Total Ticket Reprint Ticket#330345 Customer Name CITY TRANSFER PROFILE-14315W Carrier SELF SG�p /zowet mate N�/15/fZ1g Payment Type Qrmdit Account Vwhicle# OTI432 Volume Manual Tiokptit Container .Route ' Driver NARK NNOX Hauling Tiohvt# Check# Pestination Bilzing# 0000280 t3%8-0W1-04/114315WAD Grid � Time in 0�/'�5/�W1g �1 N� 14 8cm�w Operator ° � : scale-1 kfun k8 Inbound O r«se 1W8440 lb U«t 05/15/2W9 11:03i14 kf o/� ", Tare 41180 lb '`—'— Net _ *y260 lb Tons 33"63 Product un -________-_______~___-------_�___.~__-____~- .___ ."" wmo n Origin 1, ENVCLEANUP RGDACG-Tons1 �� G� Tons------~-----------------~-~----------~~--- ~~ ��i 8[�0 TON-�UNDOL� PER TON 1� ~ KING . N�' 33~83 Tons I ` Total Tax Total Ticket 8th Av� Reload � Reprint 74@0.6thAve 8 Ticket# 38851 . , Customer Name CITY �4�� SELF �L Ticket Date N5�5/2�g —'�' �= cnnnmzner Up1Yor MARK KNOX Check# Di1ling# 0000280 Grid ''Payment Type Credit AcQount- - flanUa1 Ticket# Route Hauling Tickmt# . 1'Deytin8ttun ' ` Time smale In 05/15/2018 12:03:25 t1p 1 '�a � Operator kfLin k2 Inbound Gross Tare Net Tons 107900 lb 41180 lh 66720 16 33.36 BNVCLEANUP R(3CpCS—Tnng�E _100 33.36 Tony KING 8 �� ���N�LA PER Tb' 100 33,36 Ton, KING { . .Tn+al zA)e._ Total Ticket • 8th Ave Reload Reprint 7400 8th Ave 8 Ticket* 30310 Seattle, WA, 98108 Ph 206-694-0600 Customer Name CITY TRANSFER .PROFILE 11431M Carrier ems SELF Ticket Date 05/15/2019 Vehicle4 CTI433 Volume Payment Type Crudit Account Container Manual Ticket* Driver MIKE KLINKHAMMER Route Check* Hauling Ticket* Billing* 0000280 Destination Grid PO* 1318-001-04/11431S4AD Time Scale Operator Inbound Gross 104120 lb In 05/15/2019 07052a1S Scale 1 kfunk2 Tare 41660 lb Out 05/13/2019 07;52:16 ' knit -Ike Net 62460 lb Tons 31.23 Comments CTI—RF Product LWA. Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP ROCPCS—Tons—E 100 31.83 Tons RING 2 BOND TON—OONDOLA PER TON 100 31.23 Tons 2o3WM Tot ai Tax. Ticket Date 05/15/2019 Paymunt Type Credit Account Manual Ticket* Route Hauling Ticket* Destination .O# 1318-001-04/114315WAD Time .Bcale In 05/15/2019 08148445 Scale 1 Out 05/15/2019 08:4G:45 • Comments CTI-RF Product 1 ENVCLEANUP ROCPCS-Tons-E 2 GOND TON -GONDOLA PER TON 0 ath AVE Reload 7400 WI Ave e Beattie, WA, 98108 Customer Name CITY TRANSFER.PROFILE 1143I5W Carrier • Vehicle* Container Driver Check* Dilling# Grid Operator kfunk2 kfunk2 Total Ticket Reprint Ticket# 30319 Ph: 208-G94-OG00 SELF SELF CTI433 MIRE KLINKHAMMER 0000280 Volume Inbound Gross Tare Net Tons 103100 lb 41660 lb 81440 Ib 30.72 LD% Oty UOM Rate Tax Amount Origin 100 30.72 Tons RING 100 30.72 Tons Total Tax 8th Av6 Reload 7400-86 Ave a Total Ticket Reprint Ticket# 30329 Phi 206-694-0600 Customer Name CITY TRANSFER.PROFILE 114315W Carrier SELF SELF Ticket Date 05/15/2019 Vmhlole# CT1433 ywJomu Payment Type Credit Account' Container Manual Tiohet# Driver MIKEKLINKHANMER :Route Check# H ullng Tioket# BillinQ# 0000280 'Pestination Grid # 13f$-001-04/114315WAD � Time 'Scale Operator Inbmond Gross 103840 1h In 05/15/2019 09:38:14 Sca'1e 1 kfunk2 Tara 41660 lb Out 05/15/Q�19 W� �8 14 « : : hfunk2 Net 62180 lb Tong 31.09 Comments CTI-KF .LD% My UQM Rate Tax Amount Origin ---------------- 1 ENVCLEANUP RBCPOS-Tons'E 100 31"09 Tons j2 BOND TUN -GONDOLA PER TON 100. 31.09 Tons Total Tax 8th Ave Reload 7400 8th Ave Geatt1ev WA, 98108 Customer Name CITY TRANSFER PROFILE Ticket Data 05/15/8019 Payment Type Credit Acouunt Manual Tioket# Route Hauling Tiokmt# Deotinatiun �DO# 1�1�-0N1~N4/�1431�WAD / Time Scale In 05/15/2019 M26:53 Sca-1 w''1 Out 05/iS/2019 10u26:53 Total Ticket Reprint Ph: 806-694-06OM 3@337 114315W Carrier SELF SELF yohicle# CTI433 Container Driver MIKE kLINKHAMNER Che 8i]ling# 00002B0 (arid Operator [if unk8 kfunke Volume Inbound Brooy Tar Not Tons Qrodmet UD'V. I Gity UQM Rate Tax Amount origin Total Tax ' Total Ticket Gth Ave Reload 7400 8th Avw a Customer NaDIB CITY TRANSFER Reprint PROFILE' 11431$WCarr1er SELP$ELF --'- -..~~.=~°, Vohio1w# CT%4�3 �Aym»nt Credit Account ' Volume ','~ Container Manual Ticket# 8bxtw Driver MIKE KLINKHAMMER Hau# liny Tick���h�ck# Destination Bi11i»g# 0000280 Grid PU# 131B-NN1-N4/114315WAD Time Scale .. Operator Inbound 8ross 104500 1h In W Out W-'^~/�N1� 1�:�7x�4/2N1g 11x37:84 Goale-ikfu^k2 Tare 4�68W lb _.^~ kfunk2 Net 62840lb Tone 31.42 m� _________________________Lu%___Qty_____UOM-____Ra�w Tax Amount Origin � ENVCLEgk�p nm-E jN0 31^'u 4� ��- --~--------------~----~~---'--------~-~ �� 8OND TON -GONDOLA PER TON loo, 3142 n^ K1NB Total Tax 8th Aye Reload Reprint 7400'8th'Avp 8 Tickeh# 30354 8wwtt%m, WA, 98108 Ph: 206-694~0600 � "Customer Name CITY ?RANSPER' 1���C�ri� SE� SELF- Ticket Date 05/13/2019 � ' ' VohicIe# CT1433 Vo�omo Payment Type Credit Account' Container Manual Tickot# Driver MIKE KLINKHAMMER Route Chnch# Hauling Ticket# ' BillinQ0 004w280 Destination Grid PO# 13tQ-0W1-W4/114315WAD Time Scale Operator Inbound Brous 106360 lb In 05/15/2019 12x25:31 8c�10 1 kfunk2 Tare 41660 16 out 05/15/2019 12125:31 '' kfunh2 Net 64700 lb Cmwments CT%_KF Product '-__- ��- ����----------------------------------------- I ENyCLEANUp R8OPC8-Tony-E .100 32.33 Tons KING - .TotalTax . Total Ticket 8th Ave Reload' 7400 8th Aye 5 Rmpr1nt T1ckot#3N3S9 Customer Name CITY TRANSFER -PROFILE U4315W Carrier SELF SELF Ticket Date 05115/2019 .'°�' ' Veh1olm# CT1433 Vulkwe Payment Type Credit Account ' Container Manual Ticket# �'� ivmr MIKE KLlN%HAMMER Rout u w '' Check# Hauling Tiokot# �- . BilIing# 0000880 Destination Grid pD# MQ-0N1-04/114315�AD' Time ( '� . .soalw Operator Inbound Brass 106020 lb In 05/15/2019 13x12x24 8calo 1 kfunk2 Tare 41660 lb Tons 32.18 Comments CTl-KF ' 1 100 3�°�8 Tmnw � w muNV /uN~ONDOLA PER TON 10W 32.10 Tons Total Tax KING 8th Ave Rwlyad 7400 8th Aye B Ph: /oxa/ /zcxec Custowor Name CITY TRANSFER PROFILE 11481SW Carrier SELF SELF Ticket Date 05/15/2019 ' Yohiclw# CT1433 Volume Payment Type Credit Account Container Manual Ticket# Driver MIKE KLlNKHgMM2M Route Chech# Hauling T1cket# Gi1ling# 0N0028N beyt[nattnn Ori6 - # 1�18-001~N4/114315WgD � Time Soalw Operator Inbound ' �» 05/15/20 19 14:0Wo32 scale I kfunk2 Qrnmy 106�4W lb Tare 41660 16 ,Out 05/15/"0019 14:@Nn32 kf,nA2 _- nun 64680 lb Tons 32.34 Prwdmzt _____________________,_____�____�u�Qhv UO�___ ~Ratn Tax Amount UriAin 1 LEANUP RB0PCG-Ton5-E' 1wm - 3�.�4 Tons --------^--------~~--~---------------- P, GOND TON -GONDOLA rnm 'mm e, �x ,--' KIN8 '___ ._' .~, ^~~ ~^."` .vnu KlmW Total Tait 1.041. ,C4A. Total Ticket nth Ave Reload Reprint 7400J3th 'Ave S Ticket# 30312 Seattle, WA, 98108 Phl 206-694-0600 Customer Name CITY TRANSFER. PROFILE 114G15W Carrier SELF SELF Ticket Date 05/15/2019 Vehicle# CTI425 Volume Payment Type Credit Account Container Manual Ticket# Driver MSS STEVENSON Route Check# Hauling Ticket# Billing 0000880 Destination Grid PO# 1G18-001-04/114315WAD Tim© 'Scale Operator Inbound Gross 98760 lb In 05/15/2019 08106;05 SCala 1 Uunk2 Tare 42440 ib Out 05/15/2019 08:06:05 kfunk2 Nei 56320 lb Tons a.16 Comments CTI-KF Rroduct , LD% Qty UOM Rate Tax Amount Origin 11! ENYCLEANUP RBCPCS-Tens-E 100 28.16 Tons KING 4 BOND TON-GONDOLA,PER TON 100 28.16 Tons 2a3WM 8th Ave Reload 7400,8th Ave 9 Seattle, WA, 98108 Customer Name CITY TRANSFER PROFILE _Ticket Date OS/15/2019 .Payment Type Credit Account jlanual Ticket# 'Route Hauling Ticket# Destination PO# 1314-001-04/114315WAD Time Scale In 0S/15/2019 09:0317 Scale f Out 0S/15/2019 0903:17 Comments CTI—RF Total Ticket Reprint Ticket# 30322 Phi 206-694-0600 11431SW Carrier SELF SELF Vehicle# CTI4E5 Container Driver RUSS STEVENSON Check% Billing# 0000280 Grid Operator kfunk2 kfunk2 Volume Inbound Gross Tare Net Tons 101260 lb 42440 lb 58820 lb 29.41 *oduct LDg by UOM Rate Tax Amount Origin 1----- ............ ....___—_-- ..... ....—_—— ....... _______ . .....— . ENVCLEANUP ROCPCS—Tons.IE 100 KIM 8 BOND TON —GONDOLA PER TON 100 203WM 29.41 Tons 29.41 Tons Tot1 Tax Total Ticket 8th Ave Reload Reprint 7400'8hh Ave 8 Tioket# 3W33j Goatt�m, WA, 9G108 Phi '"506-694-0600 `Customer Name ClTYTRANSFER�pBOFlLE 114J15W Carrier SELF SELF '-Ticket Date on 9 Vehiclo# CT1425 Volume `Payment Type Credit grqou|`h'' Container iManual Tioket# . Driver RUQ8 STEVENSON Route' Cheok# Hauling TloAph# . Bi1ling# 0000280 Destination ' ' ' Grid PH 131B-N01-N4/1143i5W-AD Time Scale Upwpatnr Inbound Gross 100220 lb In 05/15/2019 09:4704 ka1'o I kfun!(8 Taro 4�440 lb � Out 05/15/2019 09:47:14 '1(unk8 Net 5�780 1b Tons 28.89 Comments CI*I-KF Product LD% Qty UOM Rate Tax Amuunt Origin - I. ENVCLEANUP R8DPCB-Tuns-[-: 'JW0 P-889 Tons ------- � = �." /vw-uwxuvLx pt--x /mv� 100 28.89 Tons Total Tax � - ' � To tal et Hth Ave -Reload Reprint 7400.Sth Ave 8 Tickeh#3Q339 Geatt1e, WA` 98108 Phi 206-694-06WW .Cuutmmor Name CITY PROFILE 114315W Carrier GELz7 SELF Ticket Date WM/8019 ' - ''' Vehiu1m# C7I425 oolump Payment Type Credit Accnont ' Container Manual Ttcket# Driver RU89STEVEN8ON Route Cherk# Hauling 7ickat# 8il1ing# 0NN0M Destinatinn . grid Po# 1318-0N1-04/114315WAD � Time Scale Operator Inbound Gross 102040 16 In 05/15/2019 10:37:*6 scale 1 hfonAE Tare 48440 lb Out 05/13/2019 i0:37x46 '� ''' kfun1(,'4_ Not 59600 lb ' Tons 29.80 Product ' � LM Mt y UgM Rat Tax Amount Origin ---------------- ------------------ ------------------------ _-_-_-----_--~-----_---_~-----__- 1 ENyCLEANUP RBQPC8-Tons-E' 100 39.80 Tons KIND 2 BOND TON -GONDOLA PER TON 100 29.80 Toni -KIND Total Ta).j , 1°^9.%^ `=" Total Ticket 8th Ave Reload Reprint 7400 8fh Ave 8 Tiokot# 30348 Seattle, WA,. '38108 Ph: 206-694-0600 Cuut«mer Name CITY TRANSFER PROFILE IM313N Carrier SELF GELF Ticket Date 05/15/2019 . ,. Uwhic1*# CTI425 Volume Payment Type Credit Account" Container Manual Tico<et# Driver RUSS ST5VEN80N Route Check# Hauling Tickpt# Billing# 0000880 Destination' Grid # 13i8-mW1-04/114315WAD Time so*lp Operator Inbound Gross 102800 lb .In 05/15/2019 11;44181 Scale L kfunkiR Tarp 42440 lb Out 05/15/2019 11v44v51 kfunk8 Net 60160 lb ' Tons 30°08 Comments CTI-KF 1 100 30,08 Tons 2 GJND TON -GONDOLA PM TON 100' 80.08 Tons � ~ r"+�j r~~ KING Ticket Date 05/15/2019 Payment Type Crodit Account ' Manual T<uhet# Route Hauling Tickmt# Destination i318-001-04/1l431SWAD' � Timm Scale � °n 05/WIR019 IR:36:55 Scala i Out 05/15/2019 12136n55 Comments CTI-KF 'Total Tickut 8th Ave Reload 7400 8th Avo G Reprint Tioket# 30337 Customer Name CITY TRAN8FER.PROF%LE 114315N Carrier GELF SELF Vwhtcle# CT1425 Container Driver RUSG 8TEVENGON Chnck# B1lling# 0000280 Grid Operator Inbound oroms 98960 lb kfunk2 Tare 42440 lb |dpunke Net 56520 1b Tons 28.26 1 ENVCLEANUP uns-E. 100, 2-8.26 Tons KINB 1 � Total Tax ,-^-` -r'-^-^ 8th Avn Reload 7400.8th Ave S Reprint Seattle, WA,` C38108 T�oAe�# 303�4 Ph: a06-694-0600 Customer Name CITY TRANSFER' Ticket Date 05/15/8019 PROFILE 114315W Carrier SELF SELF Payment Typo Credit Account Vebicle# CT14a2 Volume Manual TiQket# Container Route Driver KEV%N MCCOMBS Ha«ling TIckmt# Chock# Destination 8illing# N0No280 PD# 131Q~WWt-W4/11431SWAD Grid Ti me scale Operator Inbound Gross In 05/1S/2019 08:18:08 kf«nk2 970CN lbOut 05/15/2019 08116:03 \ ` ' hfunk2 Tarp 4148W l6 Net 55580 lb /»no 27^79 Pf,uduct 'Payment Type Credit Ac!uouint /Manual Ticket-4Rout a Hauling T�kak# | ^ Destination P00 1318-001-04/114315WAD Time Scale In 05/15/,0019 09:l4x23 8tzala 1 Out 05/15/21319 M14:23' ' Comments CTI-KF _ ' �m-w Billing# 0Ww280 Grid 8tb Aye Rw}oad 7400-8th Ave G Seattle, WA, qS108 Total Ticket Reprint |xckwt#30323 Ph: 206-834-0600 'CustomerDate OITY_TRANSFER PROFILE 114313W Carrier SELF SELF Vohicle# CT1422 Container up$vep KEVD1 MCCOM Volume Operator Inbound Gross 101480 1b krunk8 Tare 41480 lb Kfunki? Net 611**v 1b Tons 30.00 PirodUCt LV9 QtyUUMRat Twx �_~_--__~______~�____________~_______ ~~_�_Bmovnt OrtQin bENUCLEANUP RgCPC8-Tuna-E 1mv 30,00 ��--- -----------=--------^---~~�-------~--- 2 GOND TON-BONDOLA PER TUN 100 3�~00 '~"p KING Total -Tax . 8th AveRolba6 //00'8th Ave 9 8eattjo, WA, 981o8 Total T1Qkvt Reprint TinkotR 3033,7 Ph: 206-694-0600 -.1"Ustnmer Name CITY lLE 114315W Carrier SELF SELF .Ticket Date 05/15/2019 Vehinle# CT1422 Volume ..Payment Type Crpdit Account Container Manual rickmt# Driver KEVIN MCOOM8S Rout Ch*nh# Hauling Tiokot# 8il1Og# 000WL580 Destination Grid PO# 1318-NW1~04/114315WAD Time Scala Opermtmr bnbnuod groyo 1/0�54W �b In 05/15/2019 1040107 - 'Roalo 1 kfunk2' � --'-'- ~~ Tare 4t48� l6 Out 05/15/0819 10:01:47 � -- ' hfun{(2 Not ---- -- h006N lb Tons 130.03 Comments '1 9ruduct . LD% My U0M Rat m Tax Amount Origin 1 ENVCLEHMUP R8OpCS-Tunm-E '100 30°03 Tons KIN8 . Total Tax 8th Ave Reload Reprint 7400 8th Ave 8 TlcAet0 30342 8eattle' WA, 98108 Ph E06-694~0800 Customer Name CITY TRANSFER PROFILE 114313N Carrier SELF SELF Ticket Date 05/15/E019 Vphiclm# CT1422 Volume Paympnt Typo Credit Account Container Manual Tic4nt# Driver KEVIN MCCOMBS .Route Check# Hauling T1ckwt# gilling# 0000280 Destinat1nn Grid o# i318-00i-04/114315WAD � Time Goalw OPonmtvr Tnbuu d G �n 0�/1�/ '9 1�"�1x�9 8oa1�'� kfunh� o p»«s 1Ni8�0 �b _ ~~_ Tare 4t480 I6 Mt �5/15/2019 10 �i 49 � '��-'- : : kfunh2 Net -�-- -Tons 30.19 - Comments CTI-KF Prodkict . LD% Qty ' UOM Rate Tax Amount -Oriyin ----~----------------------------------�������' ` N s-Tons�0 19 Tuns '-- --- � ENVCLEA-- -- - -- - '— ' KING Total Tax In Out 8th'Ave Reload 7400,8th Ave S Seattle, WA, 98108 Customer Name CITY TRANSFER PROFILE Ticket Date 05/15/2019 Payment Type Credit Account Manual Ticket* Routa Hauling Ticket* Destination 0* 1318-001-04/11431514AD Time Scale 05/15/2019 1150:24 Scale 1 05/15/2019 11:5024 Comments CTI-KF iubmiL Tmx-'. Total Ticket Reprint Ticket* 30349 Ph 20G-694-0600 11414 Carrier SELF SELF Vehicle* CTI422 Volume Container Driver KEVIN tICCOMBs Check* Billing* 0000280 Grid Operator kfunk2 kfunk2 Product LD% Rty UOM ENVCLEANUP RBCPCS-Tons-E 10 29.79 Tons GOND TON -GONDOLA PER TOR 100 29.79 Tons 203WM Inbound Gross Tare Nat Tons Rate Tax Amount TOO Tax 101060 lb 41480 lb 59580 lb 29.79 Origin KING � '^^~^ /A%;nutr 'AS= MANAGImMT 8th Ave Rel �d p Reprint 74�W�8th Ave G TicAmt# 30358 Seattle, WA, 38108 Phi 206-694-0u0 Customer Name CITY TRANSFO PROFILE 114315W Carrier SELF SELF T m5/15/2@1q ^°"", = Vphiclp# CT1422 o lVme Payment Type Credit Account Container o Manuel Tiokoh# Driver KEVXN MOOOMBS Route Cbeck# Hauling Tioket# Billing# NnuWe8o 'D»ot1nation ' Grid r~~ ' Time Gca�o in 05/15/81319 1204:46 Scale J. Oxt 05/15/2019 12,44x48 Comments CTJ--KF Operator Inbound Bross 92540 lb k9unhR Tare 414OW l6 kfonk2 Net 51060 2b Product ---------------- ~~_________ �D� Qhy UOM �ato Tax Amnxnt Origin __~-��~~~__. ~ ~�~-�-~��____ _~-_--� I ENVCLEANUP RGCPC8-Tonn�Et . 00 25.53 Tons KI--^--- a BOND TON -GONDOLA PER TON 1'0 25,53 Tons nn ] Total Tax /nnaz /1uxur Drivor'q Signature mWARTwPAAfwcgEnuiu w��` � p. `- me �mao ` Reprint 7406 Ave 8 |io8et#3025 Customer Name CITY ROFILE i14315W Cavrqor SELF SELr Ticket Date 05/14/2019 '' t Typo O�wdi� A�cn -t Vnhic1m# QTI432 V«l«mm � -' Container Manual Tioket#' � Drivnr MARK KNOX Route Chpck# Hauling Tfcket0 Bi1linQ# 0000280 Destination ' ` BriJ PD# 13i8-001+D4/11431 Ttmo '' ` S/- '*�nala ' Operator Inbound Bross 106680 lb ,III N 14/2019 M52:48 Scale I kfunk2 ?are 4118W 1b Out 05/14/2019 08:S2:48 ^` kfun|2 �Net --- --Tons 32.75 �ommomtu CTI-K ` � LD% My UOM Rat e Tax Amount 1 ENV ' l�0 �2^�� Tons 2 0ONU -' - KINg � Total Tam r°+.` ry0,1A"+ Total Ticket Ath Ave Reload 7400'8th Ave 8 Seattle, WA, 98108 Customer Name CITY LF 114315W Ticket Date 05/14/2019 "- Payment Type Credit Account' Manual Tlckwt# Route Hauling Ticket# Destination ` P041 1318-001-04/11431SWAD ' Time Scale :In 05/14y2019 09u37:52 -UOilw i Out 05/14/?019 09:37:52 Comments CTI-KF Op kfu kfL Carrier SELF SELF VehiQ1e# C?1438 Container Driver MARK KNOX Dheoh# Billing# 0ON0280 Grid Reprint Tioke6#30266 Volume Inbound Gross Tare Net Tons Product � � .' LD9 Qty UDM Rat p Tau Amount Origin ---__-__-~-_--_----_------_-__-_~--_^-------__---------_-----_----_----_-__---~----_-__-_-__ 1 ENVCLEQNUP R8CPCG-Tony-E' 100 8£.65 Tony K%Na 2 GON8 TON -GONDOLA PER. TON 100 32~65 Tons MwM Total Tax - ' Total Yi�6ke't ure a WASTE MANAGEMEM htli Ave Reload 7400 8th Aye S Co8tamer Name CITY TRANSFER PRDFIL� 114315W Ticket Data 05/14/2018 Payment Typo Credit Aocount Manual Tinkwt# Route Hauling Tickwt# Destination ��18~W0L-�4/1�4�1�WAD ' - Time Scale '1� un 05/14/201(3 20:M58 Roale'I .Out 05/14/2019 10o26:58 Comments CTI-KF ` kh Qp Reprint Tichet03N271 Pbx 206-694-0600 Carrier SELF SELF Vvhiole0 OTI432 Container Driver MARK KNOX Chpck# Bil1ing# 0DNO28N Grid Inbound Uroxy Tare Net Ton 111680 lh 41180 lb 70500 lb UOM Rat e Tax Amount Origin _ 1 ENCLEANUP'RBCPr-S-Tpns~E 100. 35.25 Tons KING 2 BOND TON_SDNDOLA PER TON 10N 35.25 Tons KING v Total Tax Ticket Date 05/1412019 Payment Type Credit Account Manual Tioket# Route Hauling Tidket# Destination � 131W~NW1-N4/114315WAD i Time Su'al* In 05/14/2019 11g1a:58 8oalp Out 05/14yp-019 11:22:56 Comments CTI-KF 8th Ave Relaad 7400 8th Avg S Seattle, WA, 98108 Total Tax Total Ticket Reprint (ioket# 3027 Ph: 206--694-0600 CQStoMer Name CITY TRANSFER.ORQFIL� 114315W Carrier SELF SELF Vehio1e# CT1438 Container Driver MARK KNQX chech# 8illinoif 00NN2�» Grid , �» Volume Operatvp Inbound Gross 107820 lb kfunkP- 7ape 41[80 1b hfunh8 Net E6640 lb Tons 33.32 Product KING TON -GONDOLA LU% Qty 0]M Rate Tax Amount Ur�Q�n — T-- WO— ~ ~~^~^ '°°" B GUNU PER ?ON 100' 33,32 Tons "~~~ Bth Avo-Roload Reprint 74008th Ay.vG � Tic1kwt# 30287 Seattle, WA,98m Ph: 206-694-0600 CuStumDr Name CITY TRANSFER ' �DBLE° 114�� Carrimr SELF SELFTlckmt Date 05/14/2019 '' Payment Type Credit gpuuunt ywhio1n# �T14�� V»lumc Container Manual Tickut# Driver MARK KNOX Route Ohech# Hauling Ticket# ' BiIltn`g# 0000280 Destination ' Grid O# 13��-��1-�4/1i4�15WgQ � Time Operator Inbound Gross ln 05/14/2019 11x59x25- Scale 1 kfunA3 106�-0N lb Out 05/14/2019 1tx3gv2a Tmre 41180 lb funk2 Not 651RW 1h To Product I'up Qty UON Rate Tax Amount Origin + �nvu�EpNUP RQOPrS-Tony-E 100' 32^5G Tuns - ---------------- � GOND TON -GONDOLA PER TUN` 100'^ KING 32~SC Tons ^ . Total Tax -- � .~.~^ .~^ Total Ticket 8th Rye Reload Reprint 7400 8th Ave S Ticket# 30,093 Customer Name CITY TRANSFER ' ILrz 1143lb-W Carrier SELF SELF Ticket Date N5/14/�N19 Vphiolw# CT1432 Volume Payment Typo Credit Account container Manual Ticket# Driver MARK KNUK �muto Check# Hauling Ticket# Billing# 0000280 'B ti ti es na on Grid 1318~001-04/114315NAD � Time Scale Operator Inbound Qruvo 106800 lb 'In 05/14/8019 12:45n27 scale 1 krunk2 Tarp 41180 16 Out 05/14/2019 12:45x27 � kfuok2 Net 85620 %b Tons 32.81 Comments CTI-RF CNVCLGANUP RQCPCB-Tnny-.E tWm 32.81 Tons ^ Kzmg � eUmD TON-8ONOOLAPER TON 10032~81 Tons KING --- G 8th Ave Reload 74008kh Ave S Customer Name CITY TRANSFER -PROFILE Tiokot Date 05/14/2019 , Payment Type Credit Amount Manual Tickmt# 'Route Hauling Ticket# ytinatiun ��O# �3i8-�0�~W�/1143�5WAD ` Ti� m - m Bcalu ,In 05/14/£019 13x36:31 GcaI e.1 Out 05/14/8019 13:36:31 ` Comments CTI-KF BNUs"E J00 wumV TON -GONDOLA PER TON 100 � � ' .."w& .i" Total Ticket Reprint Phu 206-694-0600 114315W Carrier SELF SELF Uehicle# CVntainw Driver MARKKNQX Ohwok# Di1lbmg# 0000280 8rid Operator kfAn k 2 kfxnk2 Inbound Gross Tare Net Tans 1@782W lb 41180 lb 66040 l6 3J.0P_ UOM __ Rat e Tax Amount Origin 33-N2 Tons KING 8th Ave Reload Reprint 7400 8th Av6 8 Ticket# 3026 Seattle, WA, 98108 Phi UG-694-0600 Customer Name CITY TRANSFER PROFILE i�431�N Carrier SELF SELF Ticket Date N5/14/201g �� V*hiclp#' CT2433 Volume Papment Type Credit Account Container Manual Tichet# Driver MIKE KLINKHAMMER Route �. Chenk# Hauling Tickot# ^ B1llinQ# 0000280 Destination ''`' Grid PO# 1318-NN1-04/114315WAn Time 51:alm Operator Inbound 8runy 106200 1b In 05/14/2019 09:05188 Bcale.1 kfunk2 Tare 41660 lb Ovt 03/14/2019 09:OS:26 kfunka Net 841540 l6 Tons 32.27 Comments CTI-KF Origin----- ----_----_--_-_---~_-~~_~- --_----_-~~-~-- BVVOLEANUP RGCPC8-Tons_E 100' 32.27 Tons KING BOND TON-8ONDOLA PER TON lft 32.27 Tons Total Tau Total 7tck^ °vASmMmAwwGIEMEmv 8th Ave Reload m---''�n^ r�v 7400 $hh Ave 3 nupTicket# 30,--G9 Seattle, WA, 98108 Ph: 206-694-0600 Customer Name CITY TRANSFER,pROFIL2 11431514 Carrier GEU SELF �rIOket Date 05/14/2019 mhiole# CT1433 Vvl«wa 'Payment Credit* Account ^ '' ^ ',p~ ' ' Container Manual T1chet# ' Route Drivmr MIKE KLlNKHAMMER Hauling Ticket# � Chpck� Destination Billivg# 0000280 PQ# 1318~mN1-04/l14315WAD . ' Grid .- Time Sculw' In 05/14/201g09o54:31 Gcwlm± ' AUppr�t«r Inbound Brass �W7��N lb But 05/14/2019 mg 54 �1 ' '' /u//^� Tare 41660 1h Tons 32.77 Comments CTI-KF � Produot ' +_� ` __��_~~ ���% �y U� R�e Tax Amount Origin 1 ENVCLEANUP ' - R8CPC8-Tunn_� �mm ko 77 r..- �- _' ~~~�..' ^~.~ .-_ Total Tax Total Ticket 8th Ave Reload 7400 8tb Ave 8 Seattle, WA, 98108 Reprint Ticket#3020737 .Customer Name CITY, TRANSFER' PROF ' 114315W Carr inr SELF SELF /Ti�:ket Date 05/14/2019 . ` pehic1m# CT1433 Volume Payment Type Credit Account Container Manual Ticknt# Driver MIKE 0LlNKHAMMER Route Checkff Hauling Yjckot# Bill1nQ# 0000280 Destination Grid pQ# M8-001-04/114315WAD Time Scale operator Inbound Qr055 111140 lb In 05/14/2019 10:351:233 kfun|/2 Tare 41660 2b Out 05/14/2019 10:35:�23 kfunk2 Not 69480 lb Tons 34.74 Comments CTI-KF 1 ENVOLEANUA -Tons-E too 34.74 Tons 2 GOND TON -GONDOLA PER TON 100 34'74 Tunx Total Tax r4"^°+ KINW /vy^/ /*m Total Ticket 8#h Ave Reload Reprint 7400 8th Ova g Tichet# 30283 Customer Name CITY TRANSFER PROFILE 11QM4 Carrier SELF SELF Ticket Date 05/14/2018 Vehlc1e# C?I433 Vo1 MID Payment Type Credit Account Container Manual Ticket# '` Driver MIKE KL%NKHAMMER Route Chonk0 Hauling T{o/et# BlllinQ# 0000280 Destination Grid PD# l318-0W1-N4Y114315WAD Time . .Soa1w Operator Inbound Bross 108048 lb I 03/14/2O19 11:22435 Rcale 1 |/fLin h2 Tare 41660 1h Uut 05/14/2019 11:2205 kfunk2 Net 66380 lb Toils 33.19 Comments CTI_Kp i ENVCLEANUP RBCPC8-Tnna / �N0 ��19 Tons ----�---- � M1NB 2 8OND TON -GONDOLA PER TON 100 a3°18 Tons Total. Tax Total Ticket Ire � @th Ave Reload 7400 8th Aye |S Reprint Tick*t# Ph: 206-694-0600 tustomur Name CITY TRANSFER PROFILE 1143i!5W Carrier SELF SELF Ticket Date 05/14/8019 Vwhtolo# CT1433 Volume Payment Typo Credit Account Container Manual Tickot# Driver MIKE KLINKRAMMER Route Cheoh# Hauling Tiokot# 8illinQ# 0000280 Destination Grid pO# 131Q-00i-N4/11431OWAD ` � Time scale Operator Inbound BrnVs 107480 1b Jn 05/14/2,319 1209:51 Scale 1 kfunk2 Tare 41860 lb Out 05/14/2019 1809:51 kfunK2l, Not 65760 lb Tons 32.88 -------'-- -- - I 5NVCLLANUP RGCPCB-To"s-E'100 32.80 Tonm Tax Amount DriBin Total Tax KlNB mWADT9 MeNA8151MV re « � .^^cu /*xTotal Ticket - fth Ave Reload Reprint 7400 8th Avn 8 Tinket# 30295 Seattle; WA,' 98108 Phi 206-694-0600 Customer Name CITY TRANSFER PROFILE 1i�1�W Carrier SELF SELF Ticket Uu6e 05/14/2019 . .''' Vehicle# DT1433 VoIume Payment Type Credit Account Container Manual Yickot# Driver MIKE KL{NKHAMMER Rnuto Chwck# Hauling Tiaket# Billing# 0000880 Destination Hrid ��O# �318-W��-04/114�1�WAD � Time -SC a'eOperator Inbound Broyo 103340 l6 In 05/14/2019 201ml0 Scale 1 1(f«02 Tare 41660 1b Out 05/14/2019 13:0lul0 kfunkB Net . 61880 1b Tons 30.84 Comments CTI-KF Product LD% Qty UON Rate Tux Amouot i ENoCLEANUP QGCPC9-Tont-E 100 30"84 Tons � origin KINO Total Ticket Bth Ave Reload 7400 8th.Nwe 8 Reprint Ticket#30283 pn: 206-69*-0600 Cwntomer Name CITY TRANSFER PROFILE 114�15W Carrier SELF SELF Ticket Date 05/14/2019 Vehinle# CTI425 Volume Payment Type Credit Account ' ' Container Manual Tiokot# '` Driver RUSS STMNGON Route Chuok# Hauling Ticket# 81'lling# 0000280 .Destination Grid �PU# 1318-NN1-W4/114315WAD Y Time Scale Dpmratnr Inbound Wrnsn 101140 lb In 05/14/2019 N9x14:�-3 Scale 1'` kfunh2 Tare 42440 lb Out 05/14/2019 09:14123 kfvnh2 Not 58700 lb Tons 29.35 � � Comments CTI-KF ----------------------------------------------------------- ENVCLEANUP RQCPCS-Tons-E 100" 29"35 Tons KING .Total T�iu WA9T9wMmAGEMENv 8th Ave Reload 7400`8th A�e 8 Seattle, WA, 98�08 Total Ticket Reprint Tickot# 30;�70 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 05/14/2018 Vohicle# CTI425 Voluwn Payment Type Credit Account Container Manual Tickpt# brivmr RUSG 8T5VENGON Route Check# Hauling T1cknt# RillinQ# 0000280 �Deottnwtion Grid 900 1318-WW1-N4/114315WAD �^ Time 'Scale Operator Inbound Brntu 97900 lb �n 05/14/2019 10:N1;54 SoaJe1-' |��unk2 Ta�e 48440 1b 0�t 05/14/2019 10x0lx54 � hfunk2 Not 55460 1h Tons 27.73 comments CTI-KF 1 ' EMVOL£RNUP R8CPD8-Tuno-E- 100 027^73 Tons 2 8OND TON -GONDOLA PER TON 100. 87.73 Tons Total Tax K2N13 Total Ticket ' 8th Rve Rrinad 7400,8th Aye B Seattle, WA, 98108 Ph: RWG_694-0 Customer Name CITY TRAN8FER,PRUFILE1t4315N Carrier SELF SELF Ticket Date 05/14/2019' Vmhtnle# CTI423 Payment Type Credit Account. Container Manual -Ticket# Driver HUBB STEVENSON Route Cheok# . 'flauling Tbdcet# Billing# 0000280 , Destination ' �' ' Grid ,iPQ# t318-W01-04/114315WAD Time Scale Operator Inbound Bross 106980 1h In 05/14/2019 10m5IM 8umle 1 kfunk2 Tare 42440 lb out 05/14/2019 1WIx57 Afuolie Net 64540 lb Tonr, 32.27 Reprint Comments CTI—KF Prod*c� LD% Qty UOM Rat Tax Amount Origin ---__----_----_----_------_-----_--------------------- _-----~-_----------__----_-----_~___-_ I 2NVCLF-ANUP ROG,Co-Tons-E 100 .32,27 Tons KING a 03ND TON~80NDOLg PER TON 100 32.27 Tons KING - Total Tax 8th Ave Reload 7400 Qth (I've G Semttle" WA, 98108 Total Ticket Reprint Ph: 206-694-0600 Customer Name CITY TRANSFER -PROFILE 114315W Carpier, GELF SELF Ticket Date 05/14/2019 . Vehiole# CTI435 Volume payment Type Credit Account Oontabipo `Mmnuai Tickot# ' Driver RUSS STEVENSON Rpute Dheok# Hauling Tickmt# 8illinQ# 0000280 Destination . Grid pD# 1318+80f~0k/114315WAD Time Scale Operator Inbound gpmo% 103920 lb In 03/14/2019 Qoalu.1 kfunk2 Taro 42440 lb Out 05/14/2019 f1o36:20 . kfunh� Net 61480 %b Tons 30.74 Produrt____ LQ� My UUM Rat Tax Amount Origin t ENVCLEANUP H�CPCG-Ton5,E 10@ 3M.-4--Tnny ----- 2 BOND TON -GONDOLA PER TON 100 30.74 Tons . -Tn+=l nx" 8th Ave 96load 7400 8th Aye 8 Seattle, WA, 9810a Total Ticket ' Reprint Ph: 206-694-0600 Tiokot# 30289 Ouytomer Name CITY TRANSFER PRnF�Ls 1�431�W GE�P Ticket Date 05/14/�N18 ' "°''^=' ���� pAyment Credit Account VehiQ}e# CT1425 .,,_ Container Manual Tickwt# � Route Driver RUSS STEVENSON Hauling Tiokpt# Cheok#8illing# n1100280 Grid puff 1318~mmi+04/114315WAD Time ' Scale In 05/14/2019 12:30:58 Scale 1 Comments CTI-RF Volume Operator Inbound 8rosa ~°° lb kfxnk2 ~~ Tare 48440 1b 1(funk2 Net 56920 l6Tons 27.96 produp6 ------------ —--------------- ` LQ%__Qty UDN Rate Tax Amount Origin __ ----_,-_-____-----~~_-_~------ I GNVCLEgNUP .QQCPQS-Tonm-E 100' 27.9 ' Tons -------~~------------~~- 2 BOND TON -GONDOLA PER TON � 1N0� �r,9~ Tons KlNB Total Tax Total Ticket 8th Ave Rmload 7400 8th Ave G Reprint Geattle� WA, 88108 Phi 20G-694-N6W0Tbzket0�N�97 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF ,Ticket Date 05/14/2019 Payment Type Credit Account Vehiolm# CTl4�5 Valume Manual Tioke6# Container 'Route Driver RUGS STEVENSON Hauling Ticket# Chrck#8i%llny# 0000280 D�otin��ion pO# 1318-00i-04/114315WAD Grid Ti me 'o �ca1 , �n 05/14/2019 13:20n0a Operator Inbound �a�u1 kat-ass 102300 lb Out 05/14/a019 13;20:08 � fwmk� Tare 42440 1b n°" 5eOGWib Tons 29.93 Comments C?%-KF ' odu�t ., . LD% Qty UOM Rat n Tau Amount Origin � BVVCL2AkKJP RGOPCS-Tons-E 100 29^93 Tons TM.ml T.V r~, BNBuilders June 26, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 004 — Revisions of Electrical Vaults Dear Ethan, In accordance with ASI-004 dated 5/24/19, BNBuilders hereby submits our proposal for the revisions to the electrical vaults. The total proposal of this subject work is Six Thousand Five Hundred Fifty -Nine dollars $6,559.00. There is a zero -day impact to the Project Schedule. BNB has not proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5014 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim custinek sosea .com) Geri Urbas (qeri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dlrgroup.com) BNBuilders 2601 411' Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBui PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 004 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 004 - Revisions of Electrical Vaults COP #: 5014 DATE: 6126/2019 IBP 26.00 Valley 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark -upon MACC Costs Rounding Adjustment $6,247.001 $6,247.00 $312.35 -$0,35 Total Change Request $6,559.00 To the best of my knowledge and belief, l certify that all costs listed above are correct. Contractor Signature Date 5% z COP Cost Breakdo NI" CS) 00E- E- 0 0.1 C7) 113 16" Tukwila Justic 0 E 0 0) r% 118021.100 co 00 rti al 0 0 0 0. c.) a) 0 c E 0. w 0 a) 2 o:i E E 0 o_ 0 _0 0 1111111111111111111111111111 64 64 CA ,94 Eil- 64 64 64 Ea 61 64 69, CS 1111111111111111111111111111 64J3 64 64 ER ER ER .4 69- 64 .69- 4J ftER ER 69, ER '69- 64 64 1 64 1111111111111111111111111111 69.'69' <709•taiA. te 69- 69- ER 64 ER 69- ER 69- 69- I I M-1 Total Cost of Work A. 0 0 0 0 _C 0 .0 0 E-- 0 0 0 -C Prod. Hours 0 C5 0 0. 0 "The Electrical Solution" VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Revise Precast Concrete Handholds to Oldcastle Precast, Inc. as Required by SCL. ASI# 004 DATE 6/17/2019 Addendum# VE JOB # 19146 Time Ext Rqrd (days): RFI# VE CP # 001 Self Performed Work LABOR COST 0.00 hrs $90.34 SUPERVISION 15.0% Ibr SAFETY 2.0% Ibr SMALL TOOLS 5.0% Ibr MATERIAL COST $ 5,432.00 EQUIPMENT COST 24Scissor Lift Month OH & PROFIT- SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote SUBTOTAL COST: SUBTOTAL DIRECT COST QUOTES: OH & PROFIT- SUBS 8.0% Bond Permit Fee BIM hrs 85.00 $ 5,432.00 $ 814.80 TOTAL CHANGE PRICE: $ 6,247.00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs - Concrete/GWB Repairs - Shutdown Costs - Painting and Patching Valley ElectrID:1: IID#19146 Defigied LsborNetilR4':i rial Breakdown Labor U Total Mat($) Total Hours H2 B OAST QUOTE 1 C 146 --ttP #0C 21765 jilt I nisi ans.xl9 E ($21,765.00) 0.00 OLDCASTLE QUOTE 1 27197 E 0 E $27,197.00 0.00 SUB COORDINATION (As Needed) 0 1 E $0.00 0.00 POSTING/RECORD DWGS 0 0 E $0.00 0.00 CLEAN UP (5% Lbr) 0 0 E $0.00 0.00 TESTING (.75% Lbr) 0 0 E $0.00 0.00 WARRANTY (As Needed) 0 O E $0.00 0.00; Totals: $5,432.00 0 CONFIDENTIAL c. CONCRETEPRODUCTS 3835 N. Clemons St. East Wenatchee, Wa 98802 Job Na Tuk' & Address la Juctice Center Tukwila, WA Bid Date: Time: UOTE Phone: (509) 884-6644 Fax: (509) 884-4567 Customer Name & Address Valley Electric Attn: Collin Tuthill F.O.B. Jobsite Codes Quantity Description Unit Price Total Amount 1 577 Vault and Lid w/Double 3''x3' SlipNot Hatches $4,600.00 $4,600.00 Includes: SN 013089 577 Vault Base (SCL) $2,225.00 SN 013091 570-23 Lid w/SlipNot H-20 Hatches (SCL) $2,375.00 1 814-8-SCL Vault w/SlipNot Hatches & 42" Vented MH $17,165.00 $17,165.00 Includes: SN 013130 814 Base Slab w/Irons and Trench Sump $2,675.00 SN 013132 (2) 814 x 4' Center Duct Section w/Kos and Ground $6,450.00 SN 013133 814 Topslab w/(2) 50"x78" Blockouts and Irons $2,750.00 SN 013106 57R - 18" Riser (Keyed) $615.00 SN 013111 570-23 Lid w/SlipNot H-20 Hatches (SCL) $2,375.00 SN 013197 (2) 42" x 4" Adjustment Ring ($150.00 ea) $300.00 SN 013108 42" x 6" Adjustment Ring $175.00 SN 013110 570-02 Lid w/42" Round Access $700.00 SN 012753 42" x 4" Manhole Ring (EJ 00184511) $500.00 SN 720226 42" Vented Manhole Grate (EJ 00184336) $625,00 Cable Racking is NOT Included Prices Include Delivery to Project Site Total $2765:00 Pallets will be charged out at $1.00 ea. 4x4 Dunnage at $2.00 per LF and 6x6's at $4.00 per LF. h2precast.com Signature Title H;.Yeicoe.4 Sales C:\Userslcollinl\AppData\Local\Microsoft\Windows\INetCache\Content,OutIook1K88Z3BC21Tukwila Justice Center for Valley Electric Page 1 'astructure�' Contract & Proposal 28O8/\Street 3E Auburn, WA 98002 Quote To .:Quote Customer Auburn, WA 98002 Telephone , 253-8393500 Quote No. 'S159980-4 old castl einfrastructure. corn Ship To.:Tukwila JuoticCenter site work Attn: Estimator Tukwila, WA 98158 No Date Customer No Terms Cash discount � s �or Quotevalidfor:S159980 Order 3/21/2019 002011 COD Unless Credit FOB Job Site 80 days Group: 577SCLH20 Unit Item_ 1.00 Ea 0080022 i.00Eo 0080230 2.00 Kb 3150124 Group: V14~8SCLH2D plyUnit Item _ 110 Ea 0190020 Ea 0190120 1.00'Ea 0080270 2.00 Kit 1.00 Ea 1.0QEa 1.00 Ea 1.00 Ea 3150124 0080275 0230150 0230120 4000107 1.00 Ea 4000240 Description 332-TC-SA-80 "Electric" Assembly Description- 1 814Baoe w/Irons (e) 4LA E14TEEC[XTop (m) ,1E" (s) 67~2-33130F CLX"Slab m/ Key& - k](s) SCL STYLE 332-TC-GA-80"Bectr|c" Assembly 57-42CCLX Cover Slab mdKey (s) 4212Round Riser 4204Round Riser (s) 42"x4"Frame O&L#A,1470'R1 OR EJ|VV#184511 42"Cover -'1E|eotriu" Ductile Iron O&L#A447U'01 OR EJ|VV#184841 Nark Mark �.Unitprice _ ! Unit price _ 21,996.00 Amount 21,996.00 Take -off &Quote: Every effort has been made to provide an accurate take -off, however, this quote is not guaranteed by the 280OAStreet SE Auburn, WA 98002 Quote To .:Quote Customer Auburn, WA 98002 Referenne: Page: 2 Contract x�+ �» Proposal ����������� �� �-����������� Quote No. ` Si 59980-4 Telephone 253-839-3508 old000Veinfrootructure.00m Fax '253-7354201 Ship To.:Tukwila JuabuCenter site work Attn: Estimator /Contact:�_ Tukwila, WA 98168 Order No Date Customer No Terms Cosh discount Deliveryterms ^- — -- Quotevalidfor: S159980 3/21/2019' 002011 COD Unless Credit FOB Job Site 30daya oeUo[ but is provided for the buyer's convenience. It is the customer's responsibility to verify the accuracy of the project requirements and quantities. Changes inquantities, dimensions, ovspecifications from this quote may require anadjustment in price. Customer agrees to pay per unit price for the actual number of units delivered. Delivery: If this product is quoted FOB jobsite, the customer agrees to furnish manpower and equipment tounload the material on site, unless prior arrangements have been made. The site must be accessible bydelivery vehicles under their own power. If the load is to be delivered and set by an Oldcastle boom truck, the final decision as to the acceptability of the site and ability to safely set the product is to be determined by the boom operator. Delivery includes one hour of truck time, additional time beyond the first hour will bacharged a1$1G8per hour. Freight charges quoted are based on full truckload quantities. Short loads will be subject toadditional charges tocover the cost ofdelivery. Vault Water Tightness: All joints in vaults used for water or liquid containment or where infiltration is not allowed must be clean and dry when installed. installed joint sealant, joint wrap, and/ornon-shrink grout are recommended depending on your specifications and installation procedures. We can provide materials for watertight joints, however, Oldcastle cannot be held responsible for field conditions o,contractor installation procedures. All products and services listed on this Quotation are provided under the Terms and Conditions located at: -conditions/material-sales/ ******Order is subject to escalation cost due to rising steel pricing""" QUOTATION TOTAL |0S 27,197]]0 /wpoRrAmT This proposal isbased onstandard terms and conditions. Items and quantities shown are the basis for the quotation, and we are not responsible for any discrepancies between this list and actual items or quantities. Sales Person: Chris Cottle Telephomz253-830'35U0 (Accepted by) By: (Position) (Dote) 1 cu ent 7 Architect's Supplemental Instructions 1 T 2017 PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA OWNER: (name and address) City of Tukwila 2600 Southcenter Blvd. Tukwila, WA 98188 CONTRACT INFORMATION: Contract For: General Construction Date: April 2, 2018 ARCHITECT: (name and address) DLR Group Inc. (a Washington Corporation) 51 University Street, Suit 600 Seattle, WA 98122 ASI INFORMATION: ASI Number: 004 Date: May 24, 2019 CONTRACTOR: (name and address) BNBuilders 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. (Insert a detailed description of the Architect's supplemental instructions and, if applicable, attach or reference specific exhibits.) ASI 004 — REVISION OF ELECTRICAL VAULTS Revise specification 260543 — Underground Ducts and Raceways for Electrical Systems, Section 2,4.B Manufacturers: Subject to compliance with requirements, all factory -fabricated, precast concrete handholes and vaults sized nominally 577, 814 or larger, shall be manufactured exclusively by Oldcastle Precast, INC. as required and approved by Seattle City Light. All other manufacturers of precast concrete handholes and vaults are excluded except for those handholes and vaults sized nominally Type 1 (14"x19"), Type 2 (17" x 30"), 231 and 233 handholes for all SCL specified applications. Reference Attachments MSG: Percy Schlimm, FW: H2 precast is not an approved manufacturer for 8x14 vault ISSUED BY THE ARCHITECT: DLR Group Inc. (a Washington Corporation) ARCHITECT (Firm na SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE May 24, 2019 DATE AIA Document G710T— 2017. Copyright O 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA0 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA /' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 17:17:57 ET on 05/24/2019 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (3B9ADA4D) Schmitz, Steve From: SchUrnrn Percy <mrn@oy> Sent: Thursday, May B'2O191O:0BAK4 To: Schnitz Steve Cc: Dwayne Goddard; Avery, Sean; Jeff Clark; Geri Urbes;Hernandez, Antonio Subject: FVy:H2precast isnot anapproved manufacturer for 8x14vault RE: Tukwila Justice Center -vault manufacturer Steve. In response to your question re: proposed byHZprecast Vault, Per Seattle City Light(SCL) Engineering, "H2 Precast has NOT been approved to provide any concrete vaults or enclosures larger than a 233 handhole for SCL projects. The only enclosures that H2Precast iS�approved to provide for SCLp'ects are the l H2Precast has not completed the SCL approval process for any other vault orenclosure aizes." Additionally, "H2 precast has not gone thru the required qualification steps (pulling iron test, designodcu|a6onsanddwgs)tobpan approved manufacturer for vaults/hand holes bigger than 4X4." Hope that answers your questions. Let me know if you have any more questions, Percy LSch|innnl Electrical Service Representative, Senior Seattle City Light 286-386-1735 From: Schmitz, Steve <sschmitz@DDLRGR3UPznm> Sent: Wednesday, May 0\20197:5O4M To: Schlimm, Percy <PercV.SchIimm(@seattIe,gov>; Dwayne Goddard <Dwavne.Goddard(@bnbuilders.com>; Avery, Sean «sauery@0LRGROUP.conn> Cc: Jeff Clark x]df.C|ark8cDbnboi|ders`com>;Geri U,bas <Geh.Urbas (CD 6nbui|ders.corn> Subject: RE: Tukwila Justice Center CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Percy, Please see attached 814 vault schematic as proposed by H2 precast. Note that we do not anticipate risers as indicated, but show them for reference. 1fS[lStandards Engineer finds the attached vault acceptable uve'will proceed with afull submittal. StevenJ. Schmitz Associate DLRGrmmp Architecture Engineering Planning Interiors o:2OO4O1'0OOO 1 d:20O4O1'6O44 51 University Street, SuihaOOO Seattle.VVA 88101 From: Sch|hnm\percy fmubo:Perov.Schimm0aseatde.gov Sent: Thursday, K4ay2, 2019 20:42 AM To: Schmitz, Steve <sschrnitz@DLRGRCUP.com>; Dwayne Goddard <Dwayne.Goddard(cDbnbuilders.com>; Rachel Bianchi <RacheiBianchin@TukwUaVV4'gow> Subject: FVV'Tukwila Justice Center Per Seattle City Light(SCL) Engineering, "Please see attached standard, 2 0 BNBuilders June 25, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Unforeseen Condition: Abandoned Well at JC-3 Dear Ethan, BNBuilders hereby submits our proposal for he removal/decommissioning of the abandoned well located at JC-3. The total proposal of this subject work is two thousand one hundred twelve do lars $2,112.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5020 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustineksoseaj.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dIrqroup.com) 26Q1 41m, Avenue, Sulte 3bo WA .9£.121 T: 206.382.3443 r: 206.382.344Q Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Unforseen Condition: Abandoned Well at JD-3 CCD/ASI #: COP #: 5020 DATE: 6/2512019 BP 31.00 Iliad $2,011.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,011.00 $100.55 $0.45 Total Change Request $2,112.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date BNB UNBuilders TJC Project No. SUBCONTRACTOR: Subcontractor CP Breakdown Summary Iliad DESCRIPTION OF WORK: capping unknown unforseen well Cost Event #: CP #: Document #: MP 11 5020 5020 Date: 6/7/2019 A. DIRECT LABOR COSTS B. MATERIAL COSTS C. EQUIPMENT COSTS D. SUBTOTAL DIRECT WORK ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) (Total A, B, C, and D Above) 339 360 ,012 1,7 1 G. Subtier Subcontractor Cost 1) 2) 3) 4) (Subcontractor Estimates Attached) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ - $ $ $ - $ - $ A. Fee on Direct Work (Item E) 15% 2 7 B. Fee on Subtier Subcontractor Direct Costs (Item H) 6% SUBTOTAL (Total of Parts I, II, Ill Above) Liability Insurance Bond Costs TOTAL (Total of Parts 1, 11, III, IV Above) TOTAL $ 1,968 23 I 20 2,011 COP Cost Breakdown Project Name: TJC Project. No. Subcontractor: Work Description: Iliad cap well Cost Event #: 5020 CP #: 5020 Document # 5020 Date: 5/21/2019 Spec. Section Description Quantity, Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost. $/hour Cost S/Unit Costs $/Unit Costs Operator 3 hr 3 71.46 $ 214 $ - S - $ - Pipe Labor 2 hr 2 62.48 $ 125 $ - $ - $ - tool truck 2.5 hr 2.5 8.04 $ 20 Loader 0.5 hr 0.5 $ - $. - 23.40 $ 12 $ - excavator 2.5 hr 2.5" $ - $ - 64.11 $ 160 $ - Water disposal 8 Ton $ - 45.00 $ 360 $ - $ - vac truck 4 hr 4 $ - $ - 205.00 $ 820. $- S - $ - $ - $ $ - $ - $ - $- $ - $ - ,$ - $ - $ - $ - $ - $ - S $ - $ - $ - S - $ - $ - $- S - $ - $ - $ S - $ - $ - $ - $ - S $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - 5 - $ - S - $ - $ - S - $ 5 $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $- $ - $ - $ - $ - Total Cost otWork A. Total Cost of Unit Price Work $ 339 B.:$ 360 C. $ 1,012 D. $ 1,711 Iliad, Inc. 1107 South Baily Street Seattle, Washington 98108 P: (206) 282-4200 Daily Log: Friday 5/ 1/2019 OBSERVED WEATHER CONDITIONS No. Weather Delay - Sky 1 No EQUIPMENT LOG No. Equipment Name 1 Cat 325 excavator -xcmg 360 excavator -loader - sweeper -water truck - kobelco 45 Notes: MANPOWER LOG No. Contact/Company 1 IliadNW Notes: Manpower Log's Attachmen NOTES LOG No. Issue? Cost Code Temp Project: Tukwila Justice Center 15045 Tukwila InternationalBlvd Tukwila , Washington 98188 Average Precipitation Wind Ground/Sea Hrs Operating Hrs Idle Inspected? Inspection Time Location 0.0 0.0 No 01:05 PM 6 8.0 6 Workers [ 48.0 Man Hours Man Hours Location 48.0 1 No Continued with excavation of bldg. footings over excavating where geo tech requires us to do so, as of Friday all footings dug have been completed and verbally accepted by geo tech on site . Hole 1 37.5 x 17 x 1.5 Hole 2 22 x 19 x 0.5 Hole 3 20 x 20 x 2 as of Friday evening . While demoing west military rd house foundation Iliad came across a well underneath sidewalk that ran on both side of house, after removing top slab during excavation the well was full of water with a pump and piping pulled out. Iliad informed Bnb immediately. Dwane with Bnb asked us to vac hole out to get a look inside to see what we were dealing with . Pro vac was on site pumping hole within 2 hrs. Area was fenced off and work in this area was stopped. Pti trucking hauled off soil all day (2) trucks Cti hauled off concrete and dirt for half of day.. Notes Log's Attachments: Iliad, Inc. Page 1 of 4 Printed on 6/3/2019 at 10:30 AM PDT 1. 1559506771776.869141 templmaqejm 1559506770585.713867 terriplmaqe.jm 1559506769393.249023_terap1maqe.img 1559506768172.080078 templmaqedp_eg 1559506771169.621094 Wplmagg.jpeq 1559506769957.435059 teraplma_atjp_e_g ,4kostottirls,, 411, V4,1**04‘ 'TV 1559506768786.432129 templmaqp_qg 1559506767591.191895 templmaqejm Iliad, Inc. Page 2 of 4 Printed on 6/3/2019 at 10:30 AM PDT 1559506767008.791016 tempjmagpjng 1559506773553.739014 terriplma_gpjpig 1559506772390.396973 templmage.jpg_g „AttPrpintst7ttst:t 47411151 1559506774201.569092 templmagejpgg 1559506772969.049072jejiipImag4jp 1559506766326,442871 templmAgeau INSPECTION LOG No. Start Time End Time Inspection Type Inspecting Entity Inspector Name Location Area 1 01:19 PM 01:19 PM Geo tech Comments: Geo tech on site all day checking all excavated footings as well as over x. All footing Doug were verbally ok. PLAN REVISION LOG No. Plan # 1 Revision Title Category Over X Of Footings Footing Overexcavation Notes: Hole 1 37.5 x 17 x 1.5 Hole 2 22 x 19 x 0.5 Hole 3 20 x 20 x 2 Cat 320 loader . Type 17 for over x backfill material (70 total ton of import and export) Iliad, Inc. Page 3 of 4 Printed on 6/3/2019 at 10:30 AM PDT PLAN REVISION LOG No. Plan # 2 vision Title Vac Unforseen Well Hole From North Side Of Ex. House On Military Rd. Side. Notes: At Bnb request Iliad brought in vac truck to pump well hole. (1) pro vac truck (1) operator 3 hrs. Down time (1)X-men 360 excavator. 3 hrs down time (1) labor 3 hrs down time. Cti concrete truck shut down due to well hole By Category Date Copies To Iliad, Inc. Page 4 of 4 Printed on 6/3/2019 at 10:30 AM PDT Iliad, Inc. 1107 South Baily Street Seattle, Washington 98108 P: (206) 282-4200 Daily Log: Tuesday 6/4/2019 Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington 98188 OBSERVED WEATHER CONDITIONS No. Weather Delay Sky Temp Average Precipitation Wind Ground/Sea 1 No EQUIPMENT LOG No. Equipment Name Cost Code Hrs Operating Hrs Idle Inspected? Inspection Thne Location 1 Cat 325 excavator -xcmg 0.0 0.0 No 09:10 AM 360 excavator -loader - sweeper -water truck - kobelco 45 Notes: MANPOWER LOG No. Contact/Company 1 IliadNW Notes: Manpower Log's Attachments: Cost Code NOTES LOG No. Issue? Location Comments 6 Workers I 48.0 Man Hours Workers # Hours Man Hours Location 6 8.0 48.0 48.0 1 No Continued with excavation and demo of west side preparing for west chamber installation, while doing so Iliad ran into an old oil tank that was under some existing palm trees, a minimal amount of oil leaked. Iliad immediately notified Bnb and sound earth was called and was on site testing within a couple hrs. Iliad waiting on results. Bnb gave Iliad ok to backfill well hole with type 17, geo tech on site to watch this process and confirmed compaction. 15x5x5 hole. Cti has (4) trucks hauling in chamber rock all day. Pti has (2) trucks hauling out spoils all day. Attended weekly site meeting with Bnb to go over schedule , have not seen Iliad response to Bnb schedule yet.. Iliad has team saftey meeting talking about always wearing ppe, backup signals and keeping eye contact with more people coming on sit. Notes Log's Attachments: Iliad, Inc. Page 1 of 3 Printed on 6/6/2019 at 03:53 PM PDT 1. 1559751700899.663086 teL_nplrnaqe,jp_e_g "" • ,41.4fIck 1559751699642529053 tenwjmaqjpg 1559751698456.181885 templmage.im 1559751697273.287109 lemplrompdpeg 1559751700251.654053 jpinplmaqe,jpg 1559751699058.359131 templmagjpffg 1559751697918.437012 templmaqejatg 1559751696561J082764 templmagq.jpg Iliad, Inc. Page 2 of 3 Printed on 6/6/2019 at 03:53 PM PDT PLAN REVISION LOG No. Plan # Revision Title 1 Well Backfill Notes: E3ackfilled well 15x5x5 with type 17 19.44 tons per Bnb. (2) operators backfill (1) 320 with hoe pac (1) loader jd. 2 Unforseen Oil Tank Notes: Exploratory dig for sound earth stockpiling contaminated soil. (1) operator 2 hrs (1) 320 excavator 2 hrs On going waiting for results. By Category Date Copies To Iliad, Inc. Page 3 of 3 Printed on 6/6/2019 at 03:53 PM PDT Jeff Clark From: Jeff Clark Sent: Friday, June l2O1Al2:46pM To: EthanBermau Cc: Geri Urbas;Dwayne Goddard; 'Steve Schmitz';Austin Proctor Subject: RE: TJC - well decommissioning | updated the [Olog and tracking this unforeseen condition os#5U2O. | will submit the proposal once pricing received from Iliad. Let me know if you have any questions. Thanks. Jeff Clark |emouilders oso1*mAvenue, Suite asn|Seattle, wmoo121 zus.s8z.344ooffice |e0s.s5oosaocell From: Ethan 8ernau<ethan .com> Sent: Tuesday, June 4'Z81Q1l:4OAM To: Travis Zandi <tzandi@soundearthinc.com>; Jeff Clark <Jeff.Clark@bnbuilders.com>; Ryan Bixby <rb/xby@soundearthinc.com» Cc: Geri Urbos<Geri.Urbax@bnbui|ders.com>;Dwayne Goddard <Dwoyne,Goddord@bnbui|dem.com>;'Steve Schmitz' <sschmitz@DLRGROUP.00m»; Austin Proctor «Aust|n.Proctor@bnbui|ders.com>; Brendan Cioto<BVVC@shenw/i|.conn> Subject: RE: TJC - well decommissioning Based on the geotech's recommendation the contractor will fill the hole with Type 17 structural soil. Thanks, Ethan From: Travis Zond| eorthdnczom> Sent: Monday, June E[2U193]]IPM To: Jeff Clark «Jeff1]arkV@bnbuUders.com>;Ethan Bernau<ethan om>;RyaoBixby «rbixby@soundearthinc.com» Cc: Geri Urbas<Ge[i.Urbas8@bnbui|der»,corn>;Dwayne Goddard «Dwayne,Gm6dand(@bnbui|derszDrn>;'Steve Schmitz' <sschnnitz@DLnGRO�UP.cum>; Austin Proctor <Aostin.Proctor@bnbu||ders.corn> Subject: RE: T][-well decommissioning We had John Murnane with Holocene Drilling come out to the site this afternoon and check out the hole. He indicated that there isnoevidence ofawell remaining inthe hole. 5incethenadoesnotoppeertobea>weUcmtheProperty,there is no need to conduct any additional decommissioning activities. In his opinion, the bestcourse ofaction would betu simply beckfiUthe hole with dirt inorder tnprevent anybody from falling into the hole. I believe that John will be sending out an email with this same summary, but I wanted to let you know as soon as I heard from him. Associate Scientist D20643 .5964 ooundem8Wnocomi smpwyee-Omneu|Small Business From: Jeff Clark <Jeff.Clmrk(cDbnbuUders.com> Sent Friday' KHayS2, 2029 1:29 PM Cc: Geri Urbas <Geri. Urbas(ED bnbuilders.com>; Dwayne Goddard <Dwavne.Goddard(cDbnbuilders.com>; 'Steve Schmitz' Subject: RE: TJC - well decommissioning Quick update: Iliad brought out a vac truck and vacuumed out all of the water from the hole and chased it down to uboutl6 deep. The current hole isabout 3-4'jndiameter. Itdoes not look like there iswater flowing into the hole at this time. From talking with Travis, Sound Earth will handle the decommissioning of the well with BNB's support. Attached are several photosfromtNsnnorning as well ascurrent condition. Let meknow ifyou have any questions. Jeff Clark |8wouilders 2eu1xmAvenue, Suite asD | Seattle, wwso1z1 From: Travis Zand Sent: Friday, May 31, 201910:40AM To: Ethan Bernau <ethanb(@soisea.com> Cc: Jeff Clark <Jeff.ClarkPbnbuiIders.com>; Geri Urbastmbui|der >;DwayneGoddard <nw/ayne.Goddard (ED bnbui|ders.com>;''Steve Schmitz' ^sschmitzU@DLRGROUP"conn> Subject: RE: T]['well decommissioning Yes that isthe correct procedure. The driller will beable tooverdrUand decommission the well and will most likely take care nfthe Ecology notice aswell. Thank you, Travis TrMs Associate Scientist 3206,436.596 C200446.6661 � �ou sound°aMhioc.rumEmployee-Owned Small Business 2 ' From: Ethan Bernau<ethanb@>soiseazom> Sent: Friday, May 31,2U19l[L32AM To: Travis Zand|<tzand(@soundearthinczom> Cc: Jeff Clark (BN8)<1ef ;GeriUrbas(BNB)<GeriUM6asPbnbui|dens.cam>; Dwayne Goddard (BN8)<Dwoyne.6nddard(@bnbui|derszomx 'Steve Schmitz' <sschmitzV@DLRGROUP,ozm> Subject: l]C-well decommissioning Jeff notified me of the abandoned water well encountered today at JC-3. Is this the procedure BNB should use to submit aNCXtoEcology and hire alicensed driller? https://ecnloAY,vva`gov/VVater-Shore|lnes/VVote[~suPP|y/Kve|s/|nfo,noation-forsdh8ers/A6andpned-w/eUs Any other protocols weshould beaware of? Ethan Berneu|ethanb0asojgea,cmm 101 Yesler Way Suite 606 |Seattle, WA 98104 Shiels|ObletzI Johnsen Project Focused. Community Driven. 3 Init. 1 uaranteed axi u Price A end ent TM AMENDMENT NO. 5 to Contract #18.049 with BNBuilders for the Total MACC (Maximum Allowable Construction Cost) for the Tukwila Justice Center for the following PROJECT: (Name and address or location) Tukwila Justice Center 15005 Tukwila International Boulevard Tukwila WA 98188 This Amendment is for the balance of the Project scope and to state the total Maximum Allowable Construction Cost and Total Contract Cost for the Project, including the amounts from previous amendments. THEOWNER: (Name, legal status and address) City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 THE CONSTRUCTION MANAGER: (Name, legal status and address) BNBuilders, Inc. 2601 Fourth Ave Suite 350 Seattle, WA 98121 ARTICLE A.1 §A.1.1 Total Contract Cost Pursuant to Section 2.2 of the Agreement, the Owner and Construction Manager hereby amend the Agreement to establish a Maximum Allowable Construction Cost (MACC), Total Contract Cost (TCC) and terms governing the balance of the Project ("Fifth Amendment Scope"). The TCC for the entire Project, which includes all amounts from previous Project Amendments, is also stated in this Fifth Amendment. • As agreed by the Owner and Construction Manager, the Total Contract Cost is an amount that the Contract Sum shall not exceed. The Total Contract Cost consists of the MACC (including the Construction Cost, Negotiated Support Services, and MACC Contingency); the Fixed Fee; the Fixed Amount for Specified General Conditions work; and applicable Washington State sales tax (although the TCC as stated in this Fifth Amendment does not include WSST). § A.1.1.1 The Total Contract Cost for the Fifth Amendment Scope, excluding Washington State Sales Tax, is guaranteed by the Construction Manager not to exceed Twenty -Three Million One Hundred Fifty -Five Thousand Five Hundred Forty -One Dollars ($ 23,155,541 ), subject to additions and deductions by Change Order as provided in the Contract Documents. Details of the Total Contract Cost are in the Tukwila Justice Center 18-049(e) Council Approval 6/3/19 ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201 TM —2 0 0 7 , General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AVIV Document is protected by U.S. Copyright Law and International Treaties Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties., arid will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13:15:38 ET on 05/14/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (1265324644) Init. BNBuilders GMP Narrative, dated 05/15/19, attached as Exhibit A, and incorporated by reference into this Amendment No. 5. § A.1.1.2 Itemized Statement of the Total Contract Cost. Provided below is an itemized statement of the Fifth Amendment Scope organized by its component parts: This Amendment No. 5 only: Specified General Conditions Maximum Allowable Construction Contract (MACC) Construction Total* Negotiated Support Services (NSS) MACC Contingency @ 2.5% GC/CM Fixed Fee @ 5% (Fee is not allowed on the Specified General Conditions, or Preconstruction Allowance) $834,505 $19,232,985 $1,544,320 $480,825 $1,062,906 AMENDMENT NO. 5 TOTAL CONTRACT COST (Excluding WSST) For the Entire Project Scope: $23,155,541 Original Contract Sum $240,000 Amendment No. 1 $0 Amendrnent No. 2 $122,337 Amendment No. 3 $150,091 Amendment No.4 $10,894,458 Amendment No. 5 $23,155,541 PROJECT TOTAL CONTRACT COST (Excluding WSST) $34,562,427 § A.1.1.2.1 The Preconstruction Services NTE Limit, as previously agreed to by the parties, is: $240,000, plus amounts allocated to preconstruction services in previous amendments. § A.1.1.3 The Total Contract Cost for the Fifth Amendment Scope is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the Contract Documents permit the Owner to accept other alternates subsequent to the execution of this Amendment, attach a schedule of such other alternates showing the amount for each and the date when the amount expires.) The accepted alternates are listed in the "Value Engineering Analysis" Log included in Exhibit A. § A.1.1.4 Allowances included in the Total Contract Cost, if any: (Identift allowance and state exclusions, if any, from the allowance price.) Not applicable for this Amendment No, 5, Item Price ($0.00) § A.1.1.5 Assumptions, if any, on which the Total Contract Cost is based: See "Assumptions, Clarifications, and Exclusions" included in Exhibit A. § A.1.1.6 The Total Contract Cost is based upon the following General Conditions: AIA Document A201 — 2007, General Conditions of the Contract for Construction, as modified (Table deleted) AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA" Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA i' Document or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13:15:38 ET on 05/14/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (1265324644) Init. § A.1.1.7 The Total Contract Cost is based upon the following Specifications: (Either list the Specifications here, or refer to an exhibit attached to this Agreement.) See the TJC TCC Document List dated May 15, 2019, included in Exhibit A. Section See above Title Date Pages § A.1.1.8 The Total Contract Cost is based upon the following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this Agreement.) See the TJC TCC Document List dated May 15, 2019, included in Exhibit A. Number Title Date See above § A.1.1.9 The Total Contract Cost is based upon the following other documents and information: (List any other documents or information here, or refer to an exhibit attached to this Agreement.) See the Tukwila Justice Center BNBuilders GMP Narrative, dated 05/15/19, attached as Exhibit A. ARTICLE A. § A.2.1 Substantial Completion Dates The required date for Substantial' Completion of the Fifth Amendment Scope and entire Project Scope: September 21, 2020. § A.2.2 Physical Completion Dates The required date for Physical Completion of the Fifth Amendment Scope and entire Project Scope: October 22,2020. § A.23 Final Completion Dates The required date for Final Completion of the Fifth Amendment Scope and entire Project Scope: December 18, 2020 § A.2.4 Construction Schedule See Project Schedule ith Data Date of May 10, 2019, included in Exhibit A. ARTICLE A.3 Key Personnel The following named key personnel shall remain assigned for the duration of the Project unless otherwise agreed to in writing by Owner: Project Manager: Jeff Clark Project Superintendent: Dwayne Goddard Project Engineer: Bill Brown/Ashley Aarts AIA DocumentA133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S: Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAX' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law: This document was produced by AIA software at 13:15:38 ET on 05/14/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (1265324644) Init. ARTICLE A.4 Contract Summary Effective Date 3/26/18 8/7/18 8/7/18 12/13/18 Document Original Contract Amend. No. 1 Amend. No. 2 Amend. No. 3 3/26/19 Amend. No. 4 Description Total Contract Cost (excl. WSST) Preconstntction Services NTE Revises language in the Agreement at A133 Section 2.3.11.2 and A201 Section 3.90 Adds JC-9 Early Abatement and Demolition Scope Adds JC-8 Earl Abatement and Demolition Scope Adds Bid Packages 02.41 Demo & Abatement; 03.00 Foundations/Structures/Waterproofing; 31.00 Earthwork & Utilities; authorizes limited NTP for submittals and engineering and includes allowance for shoring and contaminated groundwater Amend. No. 5 Adds the balance of the Project Scope Allan Ekberg, Mayor (Printed name and title) Total Contract Cost (excl. WSST) $240,000 n/a $122,337 $150,091 $10,894,458 $23,155,541 $34,562,427, CONSTRUCTION MANAGER (Signature) (Printed name and title) AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA` Document or any 4 portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13 15:38 ET on 05/14/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (1265324644) Tukwila Justice Center BNBui|dersGW4PNarrative 05/15/19 Contract Documents: 1. Project Schedule is attached 2. Project Drawing and Specifications isattached 3. Subcontracting Plan with K4A[C2Amount isattached 4. BNB Owned Equipment and Commodity Pricing List isattached S. VELog isattached Assumptions, Clarifications and Exclusions: Please see the following assumptions, clarifications and exclusions that our GMP is based on: 1. VELoQ: The amounts reflected for value engineering reflect values based on the scope we best defined atthe time ufthis GMPand are rough order nfmagnitude allowances. Actual pricing tn be reconciled once detailed design is completed and a subsequent add or deduct change order tuthe contract shall beexecuted. Z. BP 31.00 — Earthwork & Utilities: Unit prices for over -excavation, structural fill and removal of contaminated soil were included as part of the bid package scope. Cost overages beyond the remaining extended cost for each item are to be addressed via Owner Change Order. 3. Consistent with the Geotech Report, the project estimate and bid is based on using native materials. VVewill follow the recommendations per the Geotechreport and doour due diligence inprotecting the material. |nthe event the native material becomes unsuitable during the course of the project and must be replaced with import, any cost beyond our allowance is at the Owner's expense and shall not bepaid out ofG[CMcontingency. 4. All design fees, permitting, etc., associated with SCL Electrical Service is excluded from the GMP amount and shall not befunded out ofG[CMcontingency. 5. All design fees, permitting, etc. associated with PSE Gas Service Connections for the building is excluded from GMPand shall not befunded out ofGCCMcontingency. 6. Replacement of Existing Eight (8") Inch Waterline Along Tukwila International Blvd is specifically excluded from GK4P. Final cost for this scope shall bere-visited once design isfinalized. 7. BNBuilders discloses, and Owner acknowledges, the following companies as affiliate companies to 8NBui|ders: * Grizzly Retail Rentals, LL[ � TekRenta|s * Western States Logistics The Owner hereby acknowledges the work or services provided by these affiliate companies will not becompetitively bid. O. Negotiated Site Service: The following costs are excluded from the GMP: a. Builders Risk b. Tinne'LapseCamera c Aerial Shots d. S[LExpediter (McKinney &Associates) e. Outreach Coordinator (D.Nava) t Travel for [CPurposes g. Construction Parking h. Security Camera i Final Clean 9. Other Exclusions: a. Building, MEP Permits and Fees b. Special Inspections (concrete,Geotech,etc). c. Utility company connections, fees and charges d. Commissioning Agent e. BNBuilders is not responsible for Professional Liability (E&O) Insurance Coverage. BNBis not providing any design services and excludes any liability for design. Bidder -designed scopes ofwork will beunder the Subcontractor's insurance. f. [by, County, State, PUDand P3Erequirements Q. Gas and Water Meters h. All Owner soft costs and FF@E i Washington State Sales Tax j. Any cost associated with Owner move -in orrelocation costs k. Exterior envelope consultant fees and/or costs associated with project document or detail revisions resulting from exterior enclosure consultant review comments i Overtime / Shift Premiums m. Lost days, downtime, or other time or cost impacts associated with archeological findings nnorimpacting this project site. n. Any and all costs (above and beyond Item 3 above) associated with Handling, Removal, or Disposal of Contaminated Soils, underground storage tanks (UST's) and / or Hazardous Material (e.g. Lead, Asbestos, P[8's, etc] not specifically identified by Owner's consultant o. Unreferenced details, or blanket document notes without indicted quantities (i.e. as required, asnecessary, etc.\ p. Unforeseen conditions or relocation of existing services not identified in the project documents q. Procurement, handling, distribution, or installation of Owner Furnished and Installed (OFD|) Fixtures Furnishin8sO' Equipment r. Additional costs from the bid sets to the Conformance Set not captured under addenda issued during the phased bidding period. 10. Clarification: Liquidated damage are tied toSubstantial Completion, not Physical Completion (punch list work asdefined inthe [untract). END OFNARRATIVE BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center ID Actrv2y Name City of Tukwila - Justice Center Project Summary & Milestones MILE-2010 MILE-2020 MILE-1010 MILEl150 MtLE,44340 MILE-178+) MILE-102,7 M6LE-1170 Mile - 3070 MILE-3060 MILE-3070 MILE-3050 Mile - 3080 Mile 3060 MILE-3010 MILE-3005 MILE-3020 MILE-3030 MILE-3040 CD Package #1 Complete (Site/ Structure) CD Packa • e #2 Complete (Building) Prpjedt *wlyd? 77finar 14ek-0P PfemIt150U1d- 11M Peami;A issue-d - LIrto6lt!a�. MACC 1.Fe'v671l/eromC PeO68I%V Pesanrasia F Dales Pt%?§1kC t59/060- B:utleing 114td88p/e Paeceiff MACC 1 - NT.,. ,•.. ,... .- ,.. .,,.. P SCL Disconnect Complete JC-1 Through JC-7 SCL Pole Removal City of Seatac - Military Road Upgrade MACC 2 - NTP Gas Service to Building Building Dry -In Permanent Power to Building Site Complete- North Parking Lot Site Complete - Building Substantial Completion / Certificate of Occupancy Project Deve opment eople, Progressive Builders ri„. t o, 22 original Duration Start Flnlstt 694 03-Aor-18A 18-Dec-20 21-Jan-19 A 21-Jan-19 A 0 03-Apr 18 A 0 21-Jan-19 A 0 06-Mar-19 A £t 26-Mar-19A 0 31-Mar-19A 0 26-4tr-19 A 1 26-Mar-19 A 0 0 130 10-May-19* 0 05-Jun-19 0 0 0 0 0 26-Mar-19 A 08-Ppr-19 A 09-May-19 A 12-Nov-19 04-Nov-19 23-Dec-19 28-Jan-20 26-May-20 02-Jun-20 21-Sep-20* 0 22-Sep-20 0 22-Oct-20 0 18-Dec-20 2dt8 2020 ay I Jun I Jul I Aug I Sep I Oct I Nov I Dec ( Jan I Feb I Mary Apr I A lete (Site/ Structure) fete (Building) ed - Demolition • Multiple Parcels Approval from Council y Possession Dates Irm it Issued - Building NTP connect Complete JC-1 Through JC-7 SCL Pole Removal • MACC 2 - NTP City of Seatac - Military Road Upgrade I Jarr Ju l Aug 1 sep � D2t NI I Dec lien ♦ Gas Service to Building • Building Dry -In • Permanent Power to Building ♦ Site Complete - North Parking Lot • Site Complete - Building ♦ Substantial Completio - Remaining Level of Effort Mi. Actual Work ausw Critical Remaining mom= Actual Level of Effort I /*'14 Remaining Work • • Milestone • Owner Move -in • Physical Compl • Fin, PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center Aotivitv to Activity Name 501,11a6c Doge9 SD Elt#,94a SO E5:5ro*i4: 9eantlEiatiol, Original Dural n art JF 0 03-Apr-18A 10 09-Apr-18 A 20-Apr-18 A s 23-Apr-18 A 27-Apr-18A Ing 0 07-May-18A t3 14-May-18 A 0 21-Mav-18A 579-300D - Design Development (DD) Phase 5515-Jun-18 A 31-Aug-18A DES-a0.in DD Estimate 15 04-Sep-18 A 18-Sep-18 A Dr3-2020 Cg3 Ettinraae Rettmoisauice 5 18-Sep-18 A 21-Sep-18 A ©ES 2030 11G C11p55. rtru0t 1 25-Sep-18 A 25-Sep-18 A DES-3000 Construction Documents (Civil / Utilities) DES-47(5) 080-274010 Dt-S, 270020 7575-2'70030 #+re-C Ptstrutitafti 0AE0.9020 PREC-9430 PREL'-9 DAU PREC-9L50 Construction Documents (Building) 95% CDs DLR Submit 95%CDs for Permit 95% CD Set Permit Review & Incorporate Commen 100 % CD Set 1 Conformed Set) Low Voltage System Design 90 08-Oct 18 A 21-Jan-19 A 110 08-Oct-18 A 21-Jan-19 A 1 21-Jan-19 A 21-Jan-19 A 30 21-Jan-19A 06-Mar-19A 0 10-May-19 SCL Power Service Design -Application 5 21-Nov18A 27-Nov18A SCL Power Service Design - Application Review 20 28-Nov-18 A 13-Feb19 A SCL Power Service Design - Design Servile Letter 50 06-Mar-19 A 20-May-19 SCL Power Service Desi•n-Fabricate/ Deliver Xfrn 60 10-May-19 05Pyg-19 bras 1�:lva People, Proga0ssivo B7iiciers 0aq:e2o522 1 22-Jun-18 A 22-Jun-18 A 2 25-Jun-1S A 26-Jun-18 A 9 27-Jun-18 A 10-Ju1-18 A 5 11-Jul-18 A 17-Jul-18 A 2 19-Jul-IS A 20-Jul-18 A 1 06-Aug-18 A 06-A4-18 A 2019 y I Jun I Jul I Aug I Sep ( Oct ( Nov I Dec, I Jan I Feb I Mar (Civil / Utilities) s (Building) 95% CDs for Permit Permit Review & Incorporate Comments 100%CD Set ( Conformed Set) ern Design ation e Design - Application Review SCL Power Service Design - Design Service Letter SCL Power Service Design - Fabricate / Deliver Xfrmr 2020 Apr ( May( Jon Approval ul I Aug I Sep I Oct ( Noy f Dec span ilosimun Remaining Level of Effort Actual Work ® Critical Remaining •••,•w Actual Level of Effort tv.sl Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE:: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center tylo PREC-9060 lG8 Early:Oe PREC-8525 PREC-8040 8REC"8555 MACC-2-2000 PERMIT- PEAMIT- PERMIT-0950 f RRMO-1D30 40 Activity Name Original Start !Finish 2018 Duration' l day I Jun I Jul Early GMP- JC-9 Preliminary GMP Notice to Procec (TP9v od9e) .. Early GMP -JG8 Submit Bid Package Plan Early GMP -IC-8 Owner Approval of GCCM Early Bic Early GMP - JC-8 Advertise for Bids / Receive (Prelil Early GMP- JC-8 Develop GMP Package Early GMP -1C-8 Advertise for Bids / Receive (Final) Early GMP- JC-8 Owner Review GMP Package Early GMP- JC-8 Preliminary GMP Presented to Bo[ Early GMP JC-8 Preliminary GMP Notice to Procec MACC 2 Bid Packa• a Release o Permit -Submit to Ci 0 Permit - City Review 2 Permit - Issued JC-8 Early Demo Permit - Submit to City JC-8 Early Demo Permit- City Review JC-8 Early Demo Permit- Issued Permits - Submit for Pre -Application Meeting Permits - Pre -Application Meeting Request Permits- Pre -Application Meeting SEPA- Revie Civil / Utility Permit - City Initial Revie Civil / Utility Permit -Submit to City Civil / Utility Permit -Corrections Civil / Utility Permit -Final Review 2020 g I Sep I Oct I Nov I DeJan I Feb I Mar I Apr I May I dun Jul I Aug f Sep I ONoDec Stan 1 07-Aug-18 A 07-Aug-1R A 2 ,2S p'J.fi;?; 040048,5 1 25-Sep-18 A 25-Sep-18 A 2 26-Sep-18 A 27-Sep-1S A ly Bid Package Plan 9 28-Sep-18 A 11-Oct-18 A 'e (Prelim) 5 21-Nov-18A 29-Nov-18A 'ackage 5 21-Nov-18A 28-Nov-18A 15 / Receive (Final) 2 29-Nov-18A 30-Nov-18A IMP Package 1 03-Dec-18 A 03-Dec-18 A IP Presented to Board for Approval 1 04Dec-18A 04 Dec-18A MP Notice to Proceed 1-Jan-1 9 A an-19 A ties Release 1 26-Feb-19 A 26-Feb 9 A ackage Release 23-Jul-18A 23-Ju1-18A 14 24-Jul-18A 10-Aug-18A 1 13-Aug-18 A 13Pug-18 A 12-Nov-18A 13- Nov-18A -'ty 14 14-Nov-18A 12-Dec-18A Review 13-Dec-I8A 13-Dec-18A ed 0 29-Nov-18A ion Meeting 10 29-Nov-18A 12-Dec-18A king Request 1 13-Dec-18A 13-Dec-18A Ling 25 12-Sep-1 8 A 17- Dec -18 A 30 14-Dec-18A 18-Jan-19 A ity Initial Review 0 14-Dec-18A o City 10 21-Jan-19 A 06- Mar-19 A Permit -Corrections 10 06-Mar-19 A 19-Mar-19 A .'ty Permit- Final Review iv Peor Pape 3 to"' 23 Remaining Level of Effort MIIIIIIIIIII Actual Work 111111111111111111 Critical Remaining ... 4 Actual Level of Effort h°et,,,, l Remaining Work • ♦ Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 ID City of Tukwila - Justice Center tivity Name original Stan Duration Finish 2019 2020 y I Jun I Jul I Aug PERMIT-1050 Civil / Utility Permit -Issued 0 20-Mar-19 A jliY Permit -Issued PERMIT-9080 PERMIT-9110 PERMIT-9250 PERMIT 9070 P SOMl99100 PERMIT-2000 PER MIF-201.0 PERMiT-2030 PERM M-204A PERMiT20519 Demo -Submittal DLR Prepare Drawings 1 07-Feb-19 A 14-Feb-19 A Dame- Pregipriv Segos -Ate .Applir;48?119 Aar each P9e -5 08-Feb-19 A 14-Feb-19 A Dam Procan)I'. 8AMU to Oty 1 15-Feb-19 A 15-Feb-19 A Meng P09Yng - City )odlol Review 20 18-Feb-19 A 27.Feb-19 A p2eme Peam1t - betted 0 28-Feb-19 A Building Permit • Submit to City Building Permit- City Initial Review Building Permit- Corrections Building Permit - City Final Review Buildin• Permit- Issued Owner Directed) 0 18-Jan-19 A 20 18-Jan-19 A 01-Mar-19 A 10 04-Mar-19 A 24-Ap619 A 10 20-Mar-19A 03-May-19A 0 26-Apr-19A Haz-Mat Survey - JC-8 Site (Travelodge) 2 15-Nov-18 A 16-Nov-18A Haz-Mat Survey Report-JC-8 Site (Travelodge) 1019-Nov-18A 20-Nov-18A Recsdve C1era18$ A 024;b 1010 0241.24120 8P02,418 0241-024100 EP02.416- Prep810/ Sueml? Atst1 0241,24130 BF .2.+F16 -Awar4 Aee Deet,ite Bee 0241-024120 t1.F02418- 0eekee 100:hk Perm 0241-024110 8p01418 24140 2a,1Sn 8P0003 - Rxpa.eo51. 2 8062?001 8140 BP03.00-Eytaru ate, Bocci an0 BP03.00 - BOacd Approval, BP73,M- Award and E:eecute 9vb 8FC,93.00 Prepare; Submit S1n.:W 6 31-Jan-19 A 21-Feb-19 A 1 22-Feb-19 A 22-Feb-19 A 17 26-Feb-19A 26-Ma619A 10 06-Mar-19 A 11-Apr-19 A 5 06-Mar-19 A 12-Mar-19 A 10 01-Apr-19 A 19-Apr-19 A 6 11-Apr-19 A 12-Apr-19 A I DLR Prepare Drawings eperate Applications for each Parcel Submit to City - City Initial Review Issued p Oct) Nov Dec I Jan Fee Mar I Apr to City it - City Initial Review ilding Permit- Corrections Building Permit - City Final Review ilding Permit- Issued ge) Travelodge) quest/ Receive Demo & Abatement Bids aluate, Recommend LB -Board Approval 2.41B - Prepare / Submit Abatement Submittals -Award and Execute Subcontract 2.418-Secure PSCAA Permit '.41B • Review / Approve Abatement Submittals 21-Feb-19 A pest/ Receive Bids 1,. 22-Fe kr-1,9 A 22-Feb-19 A - ate, Reccmmend 17 211-Feb-19 A 26-Mar-19 A 1- Board Approval 10 )28•Mar-14A 19-Mar-19 A - Award and Execute Subcontract 1,11 19 At1a'-F.9 a0. 10-May-19 BP03.00 -Prepare / Submit Structural Steel Submittals 10 19-Apir-:1901 29-Ap619A !P03.00 • Prepare/ Submit Reinforcing Steel Submittals 10 30-Am-19 A 16-May-19 •• BP03.00 -Prepare / Submit Concrete Submittals May I Jun I Jul I Aug I Sep I Oct I Nov 1 Dec 1.i2T liar' bcraUve P Page .q ud 22 Remaining Level of Effort Actual Work NEM Critical Remaining Actual Level of Effort I I Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS City of Tukwila - Justice Center 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 ID 0300-032010 0300-071000 0300-072000 0300-072010 0300-051010 0300-071010 0300-032020 0300-033010 0300-053000 0300-052000 0300-051020 0300-72010 0300-071020 0300-72020 0300-053010 0300-052010 0300-033020 0300-72030 0300-053020 0300-052020 3100-1000 3100-1010 0241-24160 3100-310000 3100-330000 0241-24170 3100-310010 3100-330010 3100-330020 3100-310020 Activity Name BP03.00 - Review / Approve Reinforcing Steel Sub, BP03.00 - Prepare / Submit Waterproofing Submit BP03.00 - Prepare/Submit Foundation l nsulatior BP03.00 - Review / Approve Foundation Insulation BP03.00 - Review / Approve Structural Steel Subm BP03.00 - Review / Approve Waterproofing Submit BP03.00 - Fabricate / Deliver Reinforcing Steel BP03.00 - Review / Approve Concrete Submittals BP03.00 - Prepare / Submit Metal Decking S ubmlt BP03.00 - Prepare / Submit Metal Joist Submittals BP03.00 - Fabricate / Deliver Structural Steel Area BP03.00 - Fabricate / Deliver Structural Steel Area BPD3,00 - F9b€icaec / Deliver Watdrpaomdsng Subm Fta6(h.ete / Deloaat Ao alrsr B+u5s 5 &'mt+a &R,S,3,00- Reutoa/ 60500ve Mea€peeking 5 hirn5 Id'S / 69910we Melai 5fxst Submittals nee BP0,14)7 • Fa EIP(4,,DD - Febe24 Ott k BP31.00 - Request/ Receive Earthwork & Utilitie BP31.00- Evaluate, Recommend BP31.00 - Board Approval BP31.00 - Prepare / Submit Earthwork Submittals BP31.00 - Podp hrta /Subtttl5 Utihttaa'Sobmictda BP31.00 - Awactl an6 01001J5e Setcottttttet Bf'31. cp- Roetterg,Ap¢f-r 6 E'arthegyk 50bmit.ab BP31.00 - Review / Approve Utilities Submittals BP31.00 - Fabricate / Deliver Utilities (Pipe, Storm BP31.00 - Procure / Deliver Earthwork Materials BP09.60 - Develop Bid Package 6109 .60- rRequert.,/ Recur ixe pleec Colts' People, Progressive Builders Page s of 22 Original Duration Finish 10 01-May-19 A 14-May-19 10 03-May-19A 10-May-19 10 03-May-19A 23-May-19 15 06-May-19A 28-May-19 10 10-May-19 15 10-May-19 15 15-May-19 15 17-May-19 10 24-May-19 10 24-May-19 45 24-May-19 60 24-May-19 5 '0-3..5yn-19 4Aort.- 19 1S 151-55r-19' 15 10J,ot-15 1 .104,11.15 1 0'7-3rn-d',9 5 Dl..-AWtL 5 01-Ju1-16 16 31-Jan-19 A 1 22-Feb-19 A 17 25-Feb-19 A 15 06-Mar-19 A 15 06-Mar-19 A 10 06-Mar-19 A 5 26-Mar-19 A 5 26-Mar-19 A 10 10-Apr-19 A 5 £5-Apr-19 A 23-May-19 31-May-19 05-Jun-19 07-Jun-19 07-Jun-19 07-Jun-19 29-Ju1-19 19-Pug-19 t76.k,n-:fl9 21-Feb-19 A 22-Feb-19 A 26-Mar-19 A 26Mar-19A 26-Mar-19 A 19-Mar-19 A 12-Apr-19 A 25-Apr-19 A 22-Apr-19 A 23-Apr-19 A 6 04Mar-19 A 11-Ma 15 06-Mar-19A 26Mar-19A 2019 2020 lay l Jun l Jul I Aug l Sep 1 Ocl 1 Nov ID. l Jan I Feb I Marl 4pr I May BP03.00 - Review / Approve Reinforcing Steel Submittals BP03.00 -Prepare /Submit Waterproofing Submittals BP03.00-Prepare/Submit Foundation Insulation Submittals 0 BP03.00 - Review / Approve Foundation Insulation Submittals BP03.00-Review/ Approve Structural Steel Submittals BP03.00 - Review / Approve Waterproofing Submittals BP03.00 - Fabricate / Deliver Reinforcing Steel BP03.00 - Review / Approve Concrete Submittals BP03.00 - Prepare/ Submit Metal DeckingSubmittals BP03.00 -Prepare / Submit Metal Joist Submittals F•-~ �I BP03.00-Fabricate / Deliver Structural Steel Area A BP03.00 - Fabricate/ Deliver Structural Steel Area B/C 0 BP03.00 - Fabricate / Deliver Waterproofing Submittals I BP03.00-Fabricate/ Deliver Anchor Bolts & Embeds Area BP03.00 - Review / Approve Metal Decking Submittals M. BP03.00-Review/ Approve Metal Joist Submittals I BP03.00 - Fabricate/ Deliever Concrete I BP03.00 - Fabricate / Deliver Anchor Bolts & Embeds Area B/C BP03.00- Fabricate / Deliver Metal Decking BP03.00 - Fabricate / Deliver Meta I Joists leZen kvest / Receive Earthwork & Utilities Bids kr ate, Recommend ) - Board Approval - Prepare / Submit Earthwork Submittals ) - Prepare / Submit Utilities Submittals - Award and Execute Subcontract 1.00 - Review / Approve Earthwork Submittals 3100 - Review / Approve Utilities Submittals '31.00 - Fabricate/ Deliver Utilities (Pipe, StormTech) '31.00 - Procure / Deliver Earthwork Materials Develop Bid Package ) - Request/ Receive Flooring Bids Remaining Level of Effort NM. Actual Work Critical Remaining._ Actual Level of Effort try vl Remaining Work • • Milestone un l Jul 91 SeP Oct No Dec PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center wiry 10 Amity Name Duration originai start Finish 5 03-May-19 A 10-May-19 A 17 10-May-19 04-Jun-19 10 05-Jun-19 18-Jun-19 15 19-Jun-19 10-Jul-19 15 11-Jul-19 31-Jul-19 20 01-Aug-19 28-Aug-19 PRrxemmort4 .0241..24500 8P09,64- 139ar6 Af9111041 0241-24510 B009..60 • ,Award and Execute S.0 been-tr.:I . ri00 0P00.640 Pretnafe./ .So bruit Flouring Strt.iittals 0960,09E010 65000,60 Review/ Approve Plegogg SOn99416 0960-00 '0 0390 - Fatn-lgait e Fleonni 2019 2020 ay I Jun I Jul I Aug I Sep I Oct I Nov Dec I Jan I Feb I Mar r May I Jun I Jul I Aug Oct I Nov Dec rat 67301•31150 0496.1010 09901000 024 1-t,4 520 0241,24530 0990,0990400 0990.05.9010 09904Y...9020 BP09,901- Develop Bid Package 8P09.96,• Evaluate, Recommend 8599,60 • Request/ Receive Bids 8569,96 - Board Approval privs..gio - Award and Execute Subcontract 8500599, Prepare / Submit Painting Submittals 5550590) , Review./ 4050ve Painting Submittals 6 OA-Mar-19 A 0344ay-1.5 A 03.M0619 A 10-May,19 D 03- May,19,5 63430y194 1r ll3Mool6 54 A0,49 10 991aro59 1,8 AIR- 19 15 19-1un-19 10Jul-19 15 11-Jul-19 31-1u1-19 5559.90 - Fabricate / Deliver Painting 10 01-Aug-19 14-Aug-19 9804-1020 BP03.01- Develgp sid poiellocr 6P03.01- Request/ Pereve 644 Ctirtcrtle Eids 68014610 BP03.01- EvaluRte, 9P4R9nrgerid e241-24280 6P03.01- 64ttoti Apiprts441 0241-24198 BP03.01- Award and 5,666556 subwrieaci oadtriaopoo BP03.01- PrEpdirit ,,, Su PrattSite Coro 4t4 Submit. 030 10.3.34) ID 8503.01- Review / Approve Site Concrete Submitt Pagac000ni?p BP03.01- Fabricate / Deliver Site Concrete 9 04-Mar-19 A 03-Apr19 A 5 04-Ap1-l9 A 11-Apr-19 A, 5 03-May-19 A 10-May-19 A 17 10-May-19 04-Jun 19 .10 05-Jun-19 18-Jun-19 15 19-Jun-19 10-Ju4-19 15 11-1.4-19 31-Jul-19 10 01-Aug-19 14-000-19 0301.33160 13000068) 1920-1510 824 t-24540 0241-24650 1900-100000 apkin.loopir? 1050-a6ce20 ..„. „...... 0.00 - Detralop Bid PacKage 5E1400 Er.igyeat tiit14 9P:10.99 "epoThrtrip El-Pippo- Bawd 41.46,45ral BP/5.08 - Awrtrd and Execute 6tiiittPritrOpt 8510.06- PP5preej Su brrgt Spar rt. Equip Sistmtt. 8E16,99 Re9iO4/ Agortw& S94F4. Eguip Subittit 1W10,06 FabirivrOef0etirrSpe4iltie5.6 0361-331.70 BP12.20 - Develop Bid Package 8 04-Mar-19 A 13-Mar-19 A 14 14-Mar-19 A 24-Apr-19 A 5 03-May-19 A 10-May-19 A 17 Mg -IF 04940,19 06) 05JUP.,19 105166019 20 19-,•Jun-1.9 17,14-10 15 16-Jut 0:65g,15 40 08,A4,19 6343r.119 6 04-Mar-19 A 11-Map19 A 850660 - Evaluate, Recommend BP09.60 Board Approval BP09.60 - Award and Execute Subcontract BP09 60 - Prepare / Submit Flooring Submittals BP09,60 - Review / Approve Flooring Submittals 1 BP09.60 - Fabricate / Deliver Flooring est MEM 3P09.90 - Develop Bid Package BP09.90 , Evaluate, Recommend P09,90 - Request/ Receive Bids 1430 BP09.90 - Board Approval BP09.90 - Award and Execute Subcontract 850930 - Prepare / Submit Painting Submittals BP09.90 - Review / Approve Painting S ubmitta Is BP09.90 - Fabricate / Deliver Painting MEE CIE011 IDE D1- Develop Bid Package 3.01- Request/ Receive Site Concrete Bids BP03.01- Evaluate, Recommend BP03.01- Board Approval BP03.01- Award and Execute Subcontract 8P03.01- Prepare / Submit Site Concrete Submittals BP03.01- Review / Approve Site Concrete Submittals BP03.01- Fabricate/ Deliver Site Concrete EIEEM 11111221 Develop Bid Package 10.00 Request/ Receive Bids BP10.00 - Evaluate, Recommend BP10.00 - Board Approval BP10.00 - Award and Execute Subcontract BP10,00 - Prepare / Submit Spec & Equip Submittals BP10.00 - Review / Approve Spec & Equip Submittals BP10.00 - Fabricate / Deliver Specialties & Equipment 1001 1,2181141 Develop Bid Package trite People, Prog,'ressilve Buiiders Parte 6 of n ..44.4.4 Remaining Level of Effort NEM Actual Work MEM Critical Remaining Actual Level of Effort 9410.1o,.o,,ol Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 Activity ID 1.220-2050 220-10 ID 0241-24550 0241,:24.570 1220 12 7prko 1220-1229 ID 1220.1226 0 6301-3)152, 09501000 095(1-1010 0241-24480 0241,24490 0950-096000: 0960-095010 0950096.020 22 0301-330n 0640.10CD D640-1010 0241,.24200 0241-24'2W 00421084000 964 0,064010 004006402 0 133 0740-10a) 0740-101C 0740.074000 y40:1020 0241.24240 (124 1-24 250 0740.074/10 IActUay Narne 6P12.20 - Rearrest / Receive Window Covering Bids BP12.20 - Evaluate, Recommend BPI2.2.20 - Board Atsprxrval EIP12:20 Award rind Execute 52,0140. BP12. 20 Prepare / SlIbmit Window Covering S ubi • 6P12.20 - Review / Approve Window Covering Sub BP12.20 - Fabricate / Deliver Window Covering Develop Bid Package B.N4-1152 Reauest/ Receive Acoustical Assembly IIR00-50 . Evaluate, Recommend MOD 50 Board Approval 6500..50 Award and Execute Subcontract 9504,50 Prepare / Submit Acoustical Assembly S 6/.50 - Review / Approve Acoustical Assembly S 9509,60 - Fabricate / Deliver ACT Ceilings 850950 . Fabricate / Deliver Acoustical Panels 6559.40 Deveinp FIrrd Package 8551940 - Request. r," Remise Arc CAsewzr*. Bids 9506,40 - Eva Late, Renbrorrond 5506,40 005050511050 8506 40 - Angina acd F.scute 5-open mrao BP06-40 - Prg pa*Sul Casework Submittals BPOB 40 • 55an4w .I4opxg55 Casework Submittals nutluUte (eure,work BP07,40 - Develop Bid Package BP07_40 - Request/ Receive Siding Bids BP07.40 - Evaluate, Recommend RFD - Febbaba (SL1191918iaing DA0?.40 Datad Naaca0sPo05oed BP07,40 - Board Approval BP07.40 - Award and Execute Subcontract BP07.40 - Review / Approve Siding Submittals 0=1 Start 0 City of Tukwila - Justice Center /Finish 20 06-Mar-19 A 02-502-19 A 5 03-May-19 A 10-May-19 A 17 10-May-19 04Jun-19 10 05-Jun-19 18-Jun-19 15 19-Jun-19 10-Jul-19 15 11-Jul-19 31-1u1-19 30 01- g-19 12-Sep49 6 04-Mar-19 A 11-Mar-19 A 20 06-Mar-19 A 02-Apr-19 A 5 06-Mar-19 A 10-May-19 A 17 10-May.19 04-Jun-19 10 05-Jun-19 18-Jun-19 15 19-Jun-19 10Jul-19 15 11-Jul-19 31-Jul-19 12 01-Aug-19 16-Aug-19 30 01-Aug-19 12-Se6-19 23 15 28-Feb-19 A 21-Mar-19 A 5 06-Mar-19 A 10-May-19 A 17 10-May-19 04Jun-19 10 05-Jun-19 18-Jun-19 15 19-Jun-19 10-Jul-19 15 111u1-19 31-Jul-19 40 01-Aug-19 26-Sep-19 2 15 26-Feb-19 A 19-Mar-19 A 5 06-Mar-19 A 10-May-19 A 20 02-May-19 A 06-Jun-19 1 02-May-19 A 02-May-19 A 17 10-May-19 04-Jun-19 10 05-Jun-19 18-Jun-19 15 07-Jun-19 27-Jun-19 2019 202U tz aaf Jun I Jul I Aug I Sep Oct I Nov I Dec I Jan I Feb 20 - Request/ Receive Window Covering Bids BP12.20 - Evaluate. Recommend xxxxi BP12.20 - Board Approval BP12.20 -Award and Execute Subcontract BP12.20 - Prepare / Submit Window Covering Submittals BP12.20 - Review / Approve Window Covering Submittals -„ BP12.20 - Fabricate/ Deliver Window Covering MEM )evelop Bid Package 10 - Request/ Receive Acoustical Assembly Bids BP09.50 - Evaluate. Recommend 6509.50 - Board Approval 6509.50 - Award and Execute Subcontract BP09.50 - Prepare / Submit Acoustical Assembly Submittals BP09.50 - Review / Approve Acoustical Assembly Submittals 6P09.50 - Fabricate / Deliver ACT Ceilings ixxx.xxxxj BP09.50 - Fabricate/ Deliver Acoustical Panels MOM Sop Bid Package - Request/ Receive Arch Casework Bids BP06.40 - Evaluate, Recommend BP06.40 - Board Approval BP06.40 - Award and Execute Subcontract 6506,40 - Prepare / Submit Casework Submittals BP06.40 - Review / Approve Casework Submittals irxxxxxxxxxxxxl BP06.40 - Fabricate/ Deliver Casework Mtaa Man elop Bid Package - Request/ Receive Siding Bids BP07,40 - Evaluate. Recommend x,:x= BP0740 - Prepare / Submit Siding Submittals BP07.40 Limited Notice to Proceed BP07.40 - Board Approval BP0740 - Award and Execute Subcontract C=1 BP0740 - Review / Approve Siding SubmIttals oza Mar Apr 1 May Jun Jul I Aug I Sep Oct I NovNo 1 Dec puu Collaborative People, Progressive Builders 22042/2 7 42 22 .1...w Remaining Level of Effort MEM Actual Work =Mr Critical Remaining Actual Level of Effort luna4 Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE. 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center ity ID 0740-074020 0241-74260 0241-24270 0750.07504V 075-0-075151 0750-D75320 0301-33050 0810-1000 0810-1010 0241-24280 0241-24290 0810-081000 0810-081010 0810-081020 0810-082020 0810-087020 02424'320 0241. 24330 7840-084000 0840-084010 0301-33070 0920-1000 0920-1010 0241-24340 ActMity Nam BP07,40 - Fabricate / Deliver Sidin 9807.50 Develop Bid Package k3Pi'k7- ] Request/ Receive Roofing Bids 8P07.56 Evaluate, Recommend 81707,00 - Board Approval 8.707.50- Award and Execute Subcontract 8701.50. Prepare / Submit Roofing Submittals BK 7.50 - Review / Approve Roofing Submittals BP07..943- Fabricate / Deliver Roofin• BP08.10 - Develop Bid Package BP08.10 - Request/ Receive Door & Hdwe Bids BP08.10 - Evaluate. Recommend 8808.10- Bpant ?ykpe0xrsl 01,08.10 - Aarord and Execute SubeartAss. BP08.10 - Prepare / Submit Door & Hdwe Submitt: BP08.10 - Review / Approve Door & Hdwe Submitt BP08.10 - Fabricate / Deliver HM Door Frames BP08.10 - Fabricate / Deliver WD Door BP08.10 - Fabricate / Deliver Hardware BP08.40 - Develop Bid Package BP08.40 - Request/ Receive Glazing System Bids BPO$.40- Evaluate, Recommend BP08.40 - Board Approval BP08.40 - Award and Execute Subcontract BP08.40 - Prepare / Submit Glass & Glazingsubm BP08.40 - Review / Approve Glass & Glezin g S ubm BP08.40 - Fabrcate / Deliver Glass & Glazing acing, BP09-20- Raoree ti Reba ive GWT3.assemblq- Bids BP09.20 - Evaluate, Recommend BP09.20 - Board Approval Original Duration 5tar1 Finish 60 28-Jun-19 23-Sep-19 21 28-Jan-19 A 25-Feb-19 ... rrFeb-19 A 15 26-Feb-19 A 19-Mar-19 A 5 06-Mar-19A 10-May-19A 17 10-May-19 04-Jun-19 10 05-Jun-19 18-Jun-19 30 19-Jun-19 31-Jul-19 15 01-Aug-19 21-P4-19 30 22-Aug-19 03-0ct-19 23 28-Jan-19 A 27-Feb-19 A 15 28-Feb-19 A 21-Mar-19 A 5 03-May-19A 10-May-19A 17 10-May-19 04-Jun-19 10 05-Jun-19 18-Jun-19 15 19-Jun-19 10-10-19 15 11-Jul-19 31-Jul-19 30 01-Aug-19 12-Sep-19 45 01-Aug-19 03Oct-19 60 01-Aug-19 24.0ct-19 21 28-Jan-19A 06-Mar-19A 15 26-Feb-19 A 19-Mar-19 A 5 06-Mar-19A 10-May-19A 17 10-May-19 04-Jun-19 10 05-Jun-19 18-Jun-19 15 19-Jun-19 10-Jul-19 1011-Jul-19 27-Jul-19 0 25-Jul-IS 17-Oct-19 $ 04-Mar-19A 13-Mar-19A 22 06-Mar-19 A 30-Apr-19 A 5 03-May-19 A 10-May-19 A 17 10-May-19 04Jun-19 2019 2020 I Jun Jul I Aug Sep I Oct I Nov I Dec I Jan I Feb I Mar I Apr I May I Jun s,„ •} 73P07.40 - habricate / Deliver Siding lop Bid Package Request/ Receive Roofing Bids BP07.50 - Evaluate. Recommend -.�I BP07 50 - Board Approval BP07.50 -Award and Execute Subcontract Ivn*N BP07.50 -Prepare / Submit Roofing Submittals BP07.50 - Review / Approve Roofing Submittals I. .at�tal BP07.50 - Fabricate / Deliver Roofing RESSI elop Bid Package - Request/ Receive Door & Hdwe Bids BP08.10 - Evaluate. Recommend BP08.10 - Board Approval BP08.10 - Award and Execute Subcontract BP08.10 - Prepare / Submit Door & Hdwe Submittals BP08.10 - Review/ Approve Door & Hdwe Submittals .,«.v.:.n BP08.10-Fabricate/ Deliver HM Door Frames 1^'-''-"- '-vl BP08.10 -Fabricate / Deliver WD Door BP08.10 - Fabricate / Deliver Hardware MEM .,velop Bid Package - Request/ Receive Glazing System Bids BP08.40 - Evaluate. Recommend si BP08.40 - Board Approval BP08.40 - Award and Execute Subcontract BP08.40 - Prepare / Submit Glass & Glazing Submittals BP08.40 - Review / Approve Glass & Glazing S ubmittals le+�na.<<kkkskk,ki BP08.40 - Fabricate/ Deliver Glass & Glazing 121/1 Develop Bid Package 'P09.20 - Request/ Receive GWB Assembly Bids BP09.20- Evaluate, Recommend BP09.20 - Board Approval Jul g I Sep Iat I No Dec Ilan `V0 People, Progr2+.8sive Builders Pages ; eat Remaining Level of Effort 0111111111111 Actual Work NEM Critical Remaining ..- •••••• Actual Level of Effort hr*0`I Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 ID Ac8Nity Name 1250 8P09,20- Pre Ore /.9u 609I 4WB Assembly Subes 0W2a03201.t1 0301-33080 1420.1000 B.P1s.L 20 . Pdglr618 rr t.pc609 Esdo405r 810 1420-1010 6P14.20 - Evaluate, Recommend 1420-142030 BP14.20 - Limited Notice to Proceed 1420-142000 BP14.20-Prepare/ Submit Initial Elevator Submit 0241-24360 BP14.20 - Board Approval 1420-142010 BP14.20 - Review Initial Elevator Submittals 1420-142002 BP14.20 - Prepare / Submit Final Elevator Submitt 0241-24370 BP14.20 - Award and Execute Subcontract 1420-142012 BP14.20 - Review /Approve Final Elevator Submittal 1426142020 BP14.20 - Fabricate / Delver Elevator Embedded I 1420-142022 BP14.20 - Fabricate / Deliver Elevator 0301-33090 2100-10W 0241.24580 2300-1010 2A00-2100R0 0242.24380 2.100•210010 G24/-24390 0 4 BP14.20 - Develop Bid Package BP21.00 - Develop Bid Package BP2100 Reauesl ( Receive Fie ".ryaaan BP21,0 - Elmte3 NoticetoPTPeed City of Tukwila - Justice Center Orgi ai Stan Duration 10 05-Jun- 10 19-Jun-19 15 OS-Jul-19 Jul-19 in 18-Jun-19^ 02-Jul-IS 24-Jul-19 Aug 23 28-Jan-19 A 28-Feb-19 A 15 28-Feb-19 A 21-Mar-19 A 5 06-Mar-19 A 10-May-19 A 119-Apr-19A 19-Apr-19A 10 03-May-19A 16-May-19 17 10-May-19 04-Jun-19 12 17-May-19 04-Jun-19 15 05-Jun-19 25-Jun-19 10 05-Jun-19 18-Jun-19 15 26-Jun-19 17-Jul-19 20 180ar114 14-Aug-19 30 18-Jul-19 21-Jan-20 21 28-Jan-19A 25-Feb-19A 15 26-Feb-19 A 18-Mar-19 A 1 29-Apr-19 A 29-May-19 A 5 03-May-19A 10-May-19A 15 03-May-19A 23-May-19 17 10-May-19 04-Jun-19 15 24-May-19 14-Jun-19 10 05-Jun-19 18-Jun-19 5 17-Jun-19 08-Jul-19 15 OB 10 10 Ma 1710-A1ay A teem-19 A 23.May19 23 May 19 04-Jun-19 2019 2020 ay I Jun I Jul I Aug I Sep I Oct t Nov Dec Jan I Feb 1 Mar Apr I May I Jun I Jul I Aug 150p j Oot 1 Nov D BP09-20- Award and Execute Subcontract BP09.20 - Prepare / Su bmit GWB Assembly Submittals BP09.20 - Review / Approve GWB Assembly Submittals BP09.20- Fabricate / Deliver GWB Assembly elop Bid Package - Request/ Receive Elevator Bids BP14.20 - Evaluate, Recommend L4.20 - Limited Notice to Proceed BP14.20 - Prepare / Submit Initial Elevator Submittals I BP14.20 - Board Approval BP14.20 - Review Initial Elevator Submittals BP14.20 - Prepare / Submit Final Elevator Submittals BP14.20 - Award and Execute Subcontract BP14.20 - Review/Approve Final Elevator Submittal txxxxtxl BP14.20 - Fabricate / Deliver Elevator Embedded Items BP14.20-Fabricate / Deliver Elevator clop Bid Package Request/ Receive Fire Sprinkler Bids BP21.00 - Limited Notice to Proceed BP21.00 - Evaluate, Recommend xx BP21.00 - Prepare/ Submit Fire Sprinkler Submittals I BP21.00 - Board Approval f BP21.00 -Review/ Approve Fire Sprinkler Submittals 6P21.00 - Award and Execute Subcontract BP21.00 - Fabricate / Deliver Fire Sprinkler Piping & Materials Wan elop Bid Package Request/ Receive Mehcanical Bids BP22.00 - Evaluate, Recommend 22.00 - Limited Notice to Proceed BP22.00 - Prepare / Submit HVAC Submittals BP22.00 - Prepare / Submit Plumbing Submittals BP22.00 - Board Approval Collaborative People, Negro iv 8 Builders Page t o; 22 �eensse Remaining Level of Effort ilONON Actual Work an I Remaining • Actual Level of Effort I=war=I Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center Activity ID Activity Name 2200-230010 BP22.00 - Review / Approve HVAC Submittal O iginal Iran Duration i"Y1C"422€ .20 8P4.00 5,evteiLit/,kopfffve.PluMbintOuttosIttffd:U 0241.74C10 B0"72.00 Aewaed sort Elaectde Subcontract 2200-22002D B.622.500-Fabrcate ,,`Dolivor U3 Piping Mas#atiels .20D 330020 63 2,d k 0 4oiatc ,i`D`dlli000 MJAC EquiDr 0301-33120 2600-1000 2600-1010 2600-1020 2600-260000 0241-24420 2600-260010 0241-24430 2600-260020 2600-260022 2600-260042 BP26.00- Develop Bid Package V n �- BP26.00 - Request/ Receive Electrical Bids BP26.00 - Evaluate, Recommend BP26.00 - Dusted Notice to Proceed BP26.00 - Prepare / Submit Electrical Submittals BP26.00 - Board Approval 6E26.00 - RnSiSts / 4111,n ue Batt/1.91 Soublo lttal6 6P26.00-.4o,,sd And Euetude6mt noteoce. BP26.00 - Procure/ Deliver UG Electrical Materials BP26.00 - Procure/ Deliver Light Fixtures BP26.00 -, Procure / Deliver Switch Gear 8P32,12 - A 21.220 EIx3A2--P 290-1000 dx elop Bid Package BP32.90 - Request/ Receive Landscaping Bids 6632.90- EYffkidffo. ReC[un mend 6832-:I0 Board 110s8dal 6P32.96- Aexmrd and Enecuta Sub0A-he+»aa 6P32.00. Ere peret/-Sob tit LanuscmgingS.ubmnttt aP37, - 0nw1cew,+ 0560906La14070 ing Wthrtntak 6R32,90- Fabt6ate;° rlei, rrsr Landssottang Materts COIIrbtratiVe People, Program iwE^, Odors Pape to 15 24-May-19 10 24-May-19 10 05-Jun-19 5 10-Jun-19 75 17-Jun-19 Finish 14-Jun-19 07-Jun-19 18-Jun-19 14-Jun-19 -19 21 28-Jan-19 A 20-Feb-19A 15 26-Feb-19A 18-Mar-19A 5 06-Mar-19A 10-May-19A 1 19-Apr-19 A 19-Apr-19 A 10 22-Apr-19A 16-May-19 17 10-May-19 04-Jun-19 15 17-May-19 07-Jun-19 10 05-Jun-19 18-Jun-19 25 10-Jun-19 15- Ju I-19 110 19-Jun-19 21-Nov-19 21-Nov-19 110 19-Jun-19 A 11-Mar-19 A A 02-Apr-19 A 10-May-19A 04-Jun-19 18-Jun-19 17-Jul-19 07-Aug-19 2&Nag-19 6 04-Mar-19A 11-Mar-19A 20 06-Mar-19 A 02-Apr-19 A 5 03-May-19 A 10-May-19 A 17 10-May-19 04Jun-19 10 05-Jun-19 18-Jun-19 20 19-Jun-19 17-Jul-19 15 IS-Jul-19 07-Aug-19 30 08-Aug-19 19-Sep-19 2019 Lay I Jun I Jul I Aug I Sep I Oct I Nov I Dec I Jan I Feb I Ma msswl BP22.00 -Review/ Approve HVAC Submittals BP22.00 - Review / Approve Plumbing Submittals BP22.00 - Award and Execute Subcontract B BP22.00 - Fabricate / Deliver UG Piping Materials BP22.00 -Fabricate/ Denver HVAC Equipment elop Bid Package Request/ Receive Electrical Bids BP26.00 - Evaluate, Recommend 26.00 - Limited Notice to Proceed BP26.00 -Prepare / Submit Electrical Submittals •�=v� I BP26.00 - Board Approval BP26.00 - Review / Approve Electrical Submittals BP26.00 - Award and Execute Subcontract fv�J BP26.00- Procure / Deliver UG Electrical Materials BP26.00 - Procure / Deliver Light Fixtures 11•o-rr r 1 „a. w BP26.00 - Procure/ Deliver Switch Gear Develop Bid Package - Request/ Receive Paving& Striping Bids BP32.12 - Evaluate, Recommend BP32.12 - Board Approval BP32.12 - Award and Execute Subcontract I BP32.12-Prepare / Submit Paving & Striping Submittals BP32.12 - Review / Approve Paving & Striping Submittals BP32.12 - Fabricate/ Deliver Paving & Striping Materials MUDS velop Bid Package 10 - Request / Receive Landscaping Bids BP32.90 - Evaluate. Recommend BP32.90 - Board Approval BR32.90-Award and Execute Subcontract I,=+1 BP32.90-Prepare/ Submit Landscaping Submittals BP32.90- Review / Approve Landscaping Submittals imfY,yff.st BP32.90-Fabricate/ Deliver Landscaping Materials Mal m Remaining Level of Effort NEON Actual Work ® Critical Remaining ... Actual Level of Effort I Remaining Work • • Milestone p 2020 I➢00 Apr I May 1 Jun 1 Jul 1 Aug I Sep I Oct Nov I Dec Ilar PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 Early Prep Work JC-9 Building Removal 32-©24149 32-024139 32-017009 uildin R 32-025018 32-331000 32-335000 32-015008 32-333000 32-028008.2 32-260000 32-024138.1 32-014108 32-024138.2 32-017008 Construction 7EMF107: 4.1. Patf✓X 00 me Nuisance Bldg (J09, North Lot Site) - Mobilize Nuisance Bldg (JC-9, North Lot Site) - Abatement Nuisance Bldg (JC-9, North Lot Site)- Rat Eradicate; Nuisance Bldg (JC-9. North Lot Site) - City of Tukwil Nuisance Bldg (JC-9, North Lot Site) - Bio Decontan - Nuisance Bldg (1C-9, North Lot Site) - Operator Stril Nuisance Bldg 009, North Lot Site) - Demo Nuisance Bldg (JC-9. North Lot Site) - De-Mobiliz Travelodge (JC-8)- Rat Eradication Travelodge (JC-8) - Cut & Cap Water Service Travelodge (JC-8) - Cut & Cap Gas Service Travelodge (JC-8)- Mobilize Travelodge (JC-8) - Cut & Cap Sewer Service TravvAnci 6 (16-8)--.A1oota mmnt Building'2 )loulh) Travelodge (JC-8) - Disconnect Electrical Service Travelodge (JC-8) - Demo Building 1(North) Travelodge (JC-8)- City of Tukwila Public Works (Fix Travelodge (1G8) - Demo Building 2 (South) Travelodge (J081- De -Mobilize t21T 31,3, 'I Teoo00e4r7 E# Tt000r StrvJo nal ion City of Tukwila - Justice Center 169I 13 A3g.18 2 13-Aug-18 A 8 14-Aug-18 A 15 14-Aug-18 A 1 14-Aug-18 A 4 14-Aug-18 A 5 20-Aug-18 A 5 05-Sep-18 A 3 14-Sett-18 A Finish 01 Mar,19A 14-Aug-18 A 17-Pug-18 A 28-Pug-18 A 14-Aug-18 A 17-Aug-18 A 05-Sep-18 A 14-Sep- 18 A 14-5ep-18 A 10 06-Dec-18A 14-Dec-18A 1110-Dec-18A 14-Dec-18A 11 10-Dec-18 A 21-Jan-19 A 2 21-Jan-19A 22-Jan-19A 5 19-Feb-19 A 21-Feb-19 A 4 19-Feb-19 A 21-Feb-19 A 11 25-Feb-19 A 25-Feb-19 A 9 26-Feb-19 A 27-Feb-19 A 1 26-Feb-19A 01-Mar-19A 9 27-Feb-19A 01Mar-19A 2 01-Mar-19 A 01-Mar-19 A 10 01-Aor-19 A 02-Apr-19 A 5 01-Ppr-19 A 05-Ppr-19 A 3 08-Apr-19 A 08-Ppr-19 A 3 10-May-19 14-May-19 1 17-May-19 17-May-19 15;t1pr-19 ri 26-85 -1B 15-Pnr--19 A 21 Mav-19 2019 Aug I Sep 1 Ocl I Nov I Dec I Jan blic Works (Fixture Count) Mon ation Water Service t & Cap Gas Service obilize 8) - Cut & Cap Sewer Service 8) - Abatement Building 2 (South) '-8) - Disconnect Electrical Service :8) - Demo Building 1 (North) 8) - City of Tukwila Public Works (Fixture Count) 8)- Demo Building 2 (South) -8) - De -Mobilize .ot Site Perimeter Temp Site Fencing and Gates Lot Site Trailer Mobilization/ Setup Lot Site COT Pre -Con J North Lot Site Temporary Electric Service I North Lot Site Trailer Service Connections Jun Jul 1 Aug I Sep I Oc I Dec pap elders - Remaining Level of Effort MINN Actual Work NEM Critical Remaining _ - Actual Level of Effort II Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center t6)10 ID Activity Name 32-311100 32-311110 Site Utilities 32-333400 Delay-01 32-265600 32-265610 6ite 1t 1provemelt k t&4aaipa 32.32121D Landscape 32-335010 32-323100 32-329000 11MP-1.134 TEMP-21a0 TEMP-108B 1HMP1210 tEMP-1200 TTMP-1200 0ra'nall Duration Finish North Lot Site -Site Demolition/Grading Norm LW 5119'e I9sta9 tomptrarySlarm Water Facill North Lot Site -Storm Drainage North Lot Sits Contaminated Soil North Lot Site -Site Power/Lighting RI North Lot Site -Site Power/Lighting Fixtures North Lot Site -Irrigation S leeving North Lot Site - Fencing and Gates North Lot Site - I rri • ation/Landsoapin 50i AP riding Site Perimeter Site Fencing and Gates itc„ing,Site Trailer Mobilization/ Setup i1dia€g.Site PSE Cut and Cap Gas services Itdlrg Site Cut and Cap Water Sevices ( Meters F ICdIn1* Site Electrical Services Disconnect ( OH ) h7+r+,g Site Electrical Services Disconnect ( UG ( 16drng Site Abatement and Demo Pre -Con with CI IWrr4 Site Temporary Electric Service 31dirld Site Trailer Service Connections Building S ite Remove Existing SCL Pole g5ita - 57-a7 al)W01 5 15-Apr-19 A 3 10-May-19 111 22-Apr-19 A 15 22-Apr-19 A 6 22-.vp1•19 A 15 17-Jun-19 5 20-Sep-19 227 09-1u1-19 3 09-Jul-19 10 13-May-20 10 13-May-20 5 01-Apr-19A 5 01-Apr-19A 5 01-Apr-19A 5 01-Apr-19A 5 02-Apr-19 A 5 02-Apr-19 A 5 12-Apr-19 A 3 15-May-19 1 22-Mav-19 21-May-19 14-May-19 26-Sen 19 15-Mayy-19 29-Apr-19 A 0&Jul-19 26-Sep-19 19Seu-'19 12 May^20 26-Maa-20 11-Jul-19 26.May-20 26-May-20 02-Apr-19 A 22-May-19 12-Apr-19 A 01 Apr-19 A 02-Apr-19 A 08-Apr-19 A 12-Apr-19 A 17-May-19 22-May-19 0 01-Apr-19A 14-May-19 27 01Abr-19A 03-May-19A 5 01-Apr-19A 01-Apc19A 2019 y Jun Jul I Aug Sep l Oct I Nov I Dec Jan I Feb C Mar CrNorth Lot SRe-Site Demotitlo❑/Grading North Lot Site Install Temporary Storm Water Facilities and BMP's North Lot Site -Storm Drainage forth Lot Site -Contaminated Soil tJ North Lot Site -Site Power/Lighting RI 0 North Lot Site -Site Power/Lighting Fixtures Ap 2020 1 Moy I Jun 1 Jul � Au9 1 0 North Lot Site Grading 0 North Lot Site - Curbs North Lot Site -Sidewalks/Concrete Paving North Lot Site - Paving and Striping first lift AP p North Lot Site - Irrigation Sleeving g Site Perimeter Site Fencing and Gates I Building Site Trailer Mobilization/ Setup ling Site PSE Cut and Cap Gas services 'g Site Cut and Cap Water Sevices ( Meters Removed ) .g Site Electrical Services Disconnect (OH ) 'rig Site Electrical Services Disconnect (UG ) ing Site Abatement and Demo Pre -Con with COT 0 Building Site Temporary Electric Service I Building Site Trailer Service Connections Building Site Remove Existing SCL Pole g Site - JC-7 Building Demo (Cut & Cap Water Service) at Meter a� People, Proiresm no Oat I No I1011 Dec r10R North Lot Site - Paving and Striping (Final) ® North Lot Site- Fencing and Gates 11121 saiseseam Remaining Level of Effort N11111111. Actual Work 1111111.13 Critical Remaining .,, Actual Level of Effort I'vrJ Remaining Work • • Milestone North Lot Site -Irrigation/Landscaping PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 Actrvty lD ( Activity Name original start Duration City of Tukwila - Justice Center Finish 30 335000 30 333020 3C"it0 41iD Building Site -JC-7 Building Demo (Cut & Cap Gas' Building Site JC7 (Remove Electrical Service) BanktlaagSlte 7 Buiid,rig AE'mRVPIriL#IT g'tsd Dparrir Bclldditcg ilia • 1C. t BullOtrfg CIw+€eu^a tCur a(r.�w.va Abatement i Dcmo Existing JC-6 30-338010 Building Site 30-338030 Building Site 30-338260 Building Site 30-338040 Building Sto 30-338020 Budding Site Abatement 1 Demo Existing JC-S 30-338050 Building Site 30.338070 Building Site 30338270 BuildingSite 30.338080 Building Site 30-338060 Building Site dGtlhtnatentt 1Devca ExkR1A9 r t3a71kJ Building SSP 30-338110 Building Site 30-338280 Building Site 30-338120 Building Site 30-338100 Building Site Abatement I Demo Existing JC-3 30-338130 Building Site 30-338150 Building Site 30338290 Building Site 30-338160 Building Site 30-338140 Building Site Abatement i Donna Existing JC-2 398170 Elunding Site. 8aaidi .g Silci. Ottotftsktittded Sal LI txaminatcd Sind nA iTreetrrient System starrtb'Sa+tttdry ,mavail JC-6 Building Demo (Cut &.Cap WatE JC-6 Budding Demo (Cut &Cap Gas' -JC-6 (Remove Electrical Service) JC 6 Building Abatement and Demo JC 6 Building Demo (Cut & Cap Sewt JGS Building Demo (Cut &.Cap Wate JC 5 Building Demo (Cut &:Cap Gas. -1C 5 (Remove Electrical Service) .1C-5 Building Abatement and Demo JC 5 Building Demo (Cut & Cap Sows JC 4 Building Demo (Cut & Cap Wate -1C-4 Building Demo (Cut & Cap Gas 1C-4 (Remove Electrical Service) - JC 4 Building Abatement and Demo - JC-4 Building Demo (Cut & Cap Sews JC-3 Building Demo (Cut &.Cap Wale JC-3 Building Demo (Cut &.Cap Gas: JC 3(Remove Electrical Service) UG -1C-3 Building Abatement and Demo JC-3 Building Demo (Cut & Cap Sews - JC-2 Building Demo (Cut & Cap Wate JC-2 Building Demo (Cut & Cap Gas' Costive Peop)e,Progr 5 01-Apr19A 2 02-Apr 19 A .fp 15Asr-99A r19A 01-Aar-19 A: 01-Apr 19 A 01-Apr 19 A 02-Aor 19 A 15-Apr 19 A 019 2020 y Jun ! Jul I. Aug I Sep f Oct I Nov I.Dec j Jan FebI Ma 01-Aor-19 A ,:g Site JC-7 Building Demo (Cut & Cap Gas Service) 02-Apr 19 A Ig Site-1C-7 (Remove Electrical Service) 40,May d9 A BuildingSite JC-7 Building Abatement and Demo 30-kr-19 A 3uildingSlte-JC-7 Building Demo (Cut & Cap Sewer Service) 610,19 rso.19 -I BuildingSite - Survey Contamintaed Soil Limits (3 BuildingSite- Excavate Contaminated Soil p Install Sedimentation Tanks and Treatment System I Connect Sedimation / Treament system to Sanitary Sewer El BuildingSite - Backfill at Contaminated Removal .19A 19A 01-Apr 19 A 08-Apr 19 A 03-May 19 A 29-Apr 19 A 30-Ppr 19 A 0l-Par-19 A 02 Mav 19 A'I 01-Apr19 A 01-Apr19A 5 01-ApP19A 01-Apr19A 5 02-Apr 19 A 08-Apr 19 A 8 15-Apr 19 A 02-May-19 A 5 29-Apr 19 A 30-Apr 19 A 33 0t-Anr19A 08fvtav19A 5 01Apr19A 01-Apr19A 5 01-Apr 19 A 01-Apr 19 A 5 02-Apr 19 A 08-Apr 19 A 8 15-Apr19A 08-May19A 5 29-Apr 19 A 30-Apr-19 A 30 01-Apr 19 A 08-May 19 A 5 01-Apr19A 01-Apr19 A 5 01-Apr 19 A 01-Apr 19 A.. 5 02-Apr 19 A 08-Ppr 19 A 8 15-Apr 19 A 08-May 19 A 0 29-Apr19A 30-Apr-19A 33 (91Aar-19 A 08-Mav 19 A 5 01-Apr-19 A 01-Apr 19 A 5 01-Apr 19 A 04-Apr 19 A gSite - JC-6 Building Demo (Cut & Cap Water Service) at Meter ig Site - JC-6 Building Demo (Cut & Cap Gas Service) Ing Site -1C-6 (Remove Electrical Service) BuildingSite-1C-6 Building Abatement and Demo luildingSite -1C-6 Building Demo (Cut & Cap Sewer Service) g Site - JC-5 Building Demo (Cut & Cap Water Service) At Meter g Site -JC-5 Building Demo (Cut & Cap Gas Service) )itgSite -1C-5 (Remove Electrical Service) Building Site - JC-5 Building Abatement and Demo Wilding Site - JC-5 Building Demo (Cut & Cap Sewer Service) g Site - JC-4 Building Demo (Cut & Cap Water Service) at Meter fg Site - JC-4 Building Demo (Cut & Cap Gas Service) at PL ;rig Site -1C-4 (Remove Electrical Service) Building Site - JC-4 Building Abatement and Demo -Wilding Site - JC-4 Building Demo (Cut & Cap Sewer Service) ig Site - 1C-3 Building Demo (Cut & Cap Water Service) At Meter g Site - JC-3 Building Demo (Cut & Cap Gas Service) at PL rngSite - JC-3(Remove Electrical Service) UG Building Site - JC-3 Building Abatement and Demo Wilding Site - JC-3 Building Demo (Cut & Cap Sewer Service) ,g Site - JC-2 Building Demo (Cut & Cap Water Service) at Meter ktg Site - JC-2 Building Demo (Cut & Cap Gas Service) Apr M. Jun J Jul ep Oc Dec Ja PaCIC 13 o- Remaining Level of Effort Actual Work Actual Level of Effort laeoroo-n-s: Remaining Work • ld Critical Remainin ♦ Milestone PRINTED.13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 ActlD Act rv1N Na 0-338300 Building Site -JC-2 (Remove Electrical Service) UG Budding5ite - JC-2 Building Demo 30: 38150 8063INSlr5 - JC-2 Building Demo (Cut & Cap Sewm 414.0rfalarrt d 80000#C"-1 30-338210 30-338220 30-338230 30-338240 30-312030 30-312020 30-333400 30-337010 30-337000 30-333012 30-265600 30-333010 30-331219 30-338000 30-331213 30-265620 30-337005 30-265610 Building Site - Building Demo (Cut & Cap Wate • Building Site - JC-1 Building Demo (Cut & Cap Sewe Building Site -1C-1 Building Demo (Cut & Cap Gas Building Site - JC - 1Demo Paving Building Site - Install Temporary Storm Water Facili Building Site - Site Demolition/Grading Building Site - 3C5917 Droe ege Building Site- 017E Secondary P0wEr' 6u 0111 g; Building Site - BRtt Pttmary Fla 0;uctt0a ntr Building Site - 5ao0e ry Semte Teod t'9Na 8e50-Ole) Building Site - Site Power 16trdrrg RJ Building Site - Sanit5), Sewer Main 8ua)dieo Building Site - 'Aatm Fire S0r059 Building Site Site Communications Ductbank Building Site - Water, Domestic Service Building Site - Gas Service to Building Building Site - Set SCL Transformer Building Site Site Power/Lighting Fixtures 'Ing Site - Curbs ing Site - Paving First Lift AP At3ne Site - Paving and Striping (Final) Building Site - Fencing an+« Gases •32009E Building Site irriguelen,/Lan0soap4n A1030 ROW Demolition and Grading City of Tukwila - Justice Center Original Start Finish Duration People, Prog.ressive Builders ,t p 3A 5 29,411,19A 32 01-Anr-19 A 5 01-Apr-19 A 5 01-Apr-19 A 5 01-Apr-19 A 3 10-May-19 May -AS 6-Apn19 A 14-May-19 01-Ppr-19 A 04Apr-19 A 04-Apr-19 A 4-May-19 10 10-May-19 23-May-19 20 17-May-19 14Jun-19 30 17-Jun-19 10& 16-Jul-19 10 18-Jul-19 5 23-Jul-IS "1:5 30-1u1-19 10. 30-Jul-IS 5 30-Jul-19 5 13-Aug-19 5 13-Pug-19 10 22-Oct-19 5 22-Jan-20 5 29-Jan-20 TT 10 20-Aug-19 10 13-Sep19 10 04-Mar-20 5 22-Apr-20 25,.inae=26k 29-Jul-IS 29-1u1-19 31-Ju1-19 29Ju1-19 19-Aug-19 12-Aug-19 05-Aug-19 19-Aug-19 19Aug-19 04Nov-19 28-Jan-20 04-Feb-20 03-Sep-19 26-Sep-19 17-Mar-20 28-Apr-20 20 25-Mar-20 21-Apr-20 30 22-Apr-20 02-Jun-20 30, t}AGvtat--k71 ; ,>n4.5 e 0 20 04-Mar-20 31-Mar-20 2019 y I Jun Jul Aug I Sep I Oct I NoDec Jan I F mg 1te -J -2 (Remove Electrical Service) UG Building Site - JC-2 Building Demo 3uildingSite - JC-2 Building Demo (Cut & Cap Sewer Service) g Site - JC-1 Building Demo (Cut & Cap Water Service) at Meter tg Site - JC-1 Building Demo (Cut & Cap Sewer Service) tg Site-JC-1 Building Demo (Cut & Cap Gas Service) I Building Site -1C - Memo Paving Apr i Mad JIl Building Site - Install Temporary Storm Water Facilities and BMP's 1='i Building Site - Site Demolition/Grading I �1 Building Site - Storm Drainage Building S ite - Site Secondary Power To Building Building Site - Site Primary Power Ductbank 0 Building Site- Sanitary Sewer (Taco Bell Re -Route) Building Site - Site Power/Lighting RI Building Site - Sanitary Sewer (Main Building) 0 Building S ite-Water, Fire Service 9 Building Site - Site Communications Ductbank 0 Building Site - Water, Domestic Service Building Site - Gas Service to Building O Building Site - Set SCL Transformer 0 Building Site - Site Power/Lighting Fixtures MEM 2020 Jul Building Site - Curbs Building Site - Paving First Lift AP 021 ep I Oct 1 Nov 1 Dec Ilan Building Site - Sidewalks/Concrete Paving 0 BuildingSite- Paving and Striping (Final) lwwwl Building Site- Fencing and Gates — Building Site -Irrigation/Landscaping ROW Demolition and Grading mwe Remaining Level of Effo INIOni Actual Work MINN Critical Remaining . m.mm• Actual Level of Effort Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 y Activity Nam A1040 A1050 Witting A ea r ZoneA 21-312050 21-312060 21-312070 21-312080 21-312090 21-312100 21-312110 21-312120 21-312130 21-312140 21-312150 Areal Zone 8 21-312160 21-312170 21-312180 111'212190 220x3 21.-312218 21 3122220 22 0 21-312240 21.312250 21-312260 tow:e rJ:a+*ar C 21=31.2270 2131226Q 2 1.-131229ri 21 3123W 2 ROW Curbs and Walks ROW Grinding and Pavin Justice Center Zone A- Excavate Building Pad / Foi Justice Center Level Zone A- Form Footings Justice Center Level Zone A - Reinforce Footings Justice Center Level Zone A - Place / Cure Footings Justice Center Level Zone A- Strip Footings Justice Center Level Zone A - Form Stem Walls Justice Center Level Zone A- Reinforce Stem Walls Justice Center Level Zone A- Place / Cure Stem W: Justice Center Level Zone A- Strip Stern Walls Fourol4-tsan s r Justice Center Zone B-Excavate Building Pad / Foc Justice Center Zone B - Form Footings Justice Center Zone B - Reinforce Footings JoWve 1USt6ve Fwst3rve Center Zone 8 - Face / Cote Stern Wails J'0155e Csnter Zene 8-5 iip 5tenr *ens 1ustioct C621 r Z0r;A B-:F_I1v d".1? W00o 5ta15ng B�als6059it L cktfll B0i1elfrlg Fad ,t fffforfflgtiffingt Justice Cents-0 Zane 1 Occovate Buffeting -pars Fn. lustice,,CWier Zone C -Farm Fov8ege lurOlve Centcc nn02-Beio0urvn PO o00e Coiiobaor-ativrn People, Piro. 22 tss-s ve BL ikier,9 City of Tukwila - Justice Center Original Stad (FINsh Duration 20 11-Mar-20 07-Apr-20 5 08-Apr-20 14Apr-20 41 03-Jun-19 5 03-Jun-19 8 11-Jun-19 6 14-Jun-19 2 24-Jun-19 3 26-Jun-19 8 28-Jun-19 5 05-Jul-19 2 17-1u1-19 4 18-1u1-18 3 24-1u1-19 5 24-Ju1-19 36 17-Jun-19 4 17-Jun-19 5 24-Jun-19 4 27-Jun-19 30Ju1.19 07-Jun-19 20-Jun-19 21-Jun-19 25-Jun-19 28-Jun-19 10-Jul-19 11-Jul-19 18-Jol-19 23-Jul-19 26-Ju1-19 30-Jul-19 06-Aue-19 20-Jun-19 28-Jun-19 02-Jul-19 2Gks1-13 20-hk-1r3 28 Jun-19 SPJu-AB 1SJul-19 2 1J'.liabl9 1t3.Aa -15 2 22-,4r1-19 2;JJul-13 3 23-A1-,1,9 25-A.1.19 202o ay Jun ( Jul Aug SOP 0c Nov Dec 1 Jan Feb Mar I Apr [ May I Jun 1 Jul I Aug I I ROW Curbs and Walks 0 ROW Grinding and Paving 0 Justice Center Zone A- Excavate Building Pad/ Foundations / Footings Zone A 15 Justice Center Level Zone A - Form Footings 0 Justice Center Level Zone A - Reinforce Footings I Justice Center Level Zone A - Place / Cure Footings 0 Justice Center Level Zone A Strip Footings Justice Center Level Zone A- Form Stem Walls 0 Justice Center Level Zone A- Reinforce Stem Walls I Justice Center Level Zone A - Place / Cure Stem Walks O Justice Center Level Zone A- Strip Stern Walls p Justice Center Level Zone A- Waterproofing 0 Building Site - Backfill Building Pad / Foundations A-1 0 Justice Center Zone B-Excavate Building Pad / Foundations/ Footings Zone B 0 Justice Center Zone B - Form Footings 0 Justice Center Zone B - Reinforce Footings 0 Justice Center Zone B - Place / Cure Footings 0 Justice Center Zone B - Strip Footings 0 Justice Center Zone B- Form Stern Walls O Justice Center Zone B- Reinforce Stem Walls 0 Justice Center Zone B - Place / Cure Stern Walls 1 Justice Center Zone B - Strip Stem Walls 1 Justice Center Zone B - Elev Pit/ Waterproofing 0 Building Site - Backfill Building Pad / Foundations Zone B 0 Justice Center Zone C- Excavate Building Pad / Foundations/ Footings Zone C p Justice Center Zone C - Form Footings Justice Center Zone C - Reinforce Footings I Justice Center Zone C - Place/ Cure Footings 1 Justice Center Zone C - Strip Footings 0 Justice Center Zone C - Form Stem Walls Sep 0ct 1 Nov 1 Dec a. Remaining Level of Effort ® Actual Work NIIIMM Critical Remaining .... - Actual Level of Effort l i i Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 ity to 21312330 21-312340 21-312350 21-312360 21-312370 1AotOtty Name Justice Center Zone C - Reinforce Stem Walls Justice Center Zone C - Place / Cure Stem Walls Justice Cen? ne C - 30 0p 30orri W16t015 Justice 'runes 200ne C Pt Aran ®I55 Building Site - Backfill Building Pad / Foundations Area (Zoer A 1,8vels 1 and 21-051000 Justice Center Level 1- Erect Structural Steel 21-051002 Justice Center Level 1- Plumb/Bolt/Weld Structure 24-230010 Justice Center Roof - Level 2 - Erect Joists (Floor) 22-053000 "Justice Center Level 2 - Erect Deck(Floor) 22.051010 3tsstite Center Level 2 - Erect Structural Steel 22 451032 nostbc4-Center Level 2 - Plumb/Bolt/Weld StrUcturz a 52D ststI(e Center Roof- Erect Joists (High Roof) 24-55 0ku3 nine 005055 FL'055 - Er0S2 0E58 (H)go 6o 1) 22-t73a0tJ. iustie:a Center Level 2 - Slab -On -Metal Deck 21-312500 21-312510 23-052000 23-053000 21 312400 71-312d'1G Justice Center Level 1- Erect Structural Steel Jat50(0054nfeeLs6)3 P(am0r/Bult/Wo6ti S)rueture Justice Set-tev Levet t. - 5r55 lni805(LITw Roof) Justice Center Level 1- Erect Deck (Low Roof) Area -A- Underground MEPF Rough In Area - B -Underground MEPF Rough In Area - C - MEPF Underground Rough In A -Sark, People, Pr12gre5s+ve Builders 01Mlnal City of Tukwila - justice Center Finish 26Ju1-19 01-Aug-19 2 05-Aug-19 06Aag-19 4 08-Aug-19 13-Aug-19 3 09-Aug-19 13-Aug-19 5"14Ar5-19 - 20"Aug-19 4 15-900-19 4 19-Aug-19 5 23-Aug-19 5 28-Aug-19 5 04-Sep-19 5 09-Sep-19 7 16Sep-19 2050(5-1.9 22-Aug-19 29-Aug-19 04Sep-19 10-Sep-19 13-Sep-19 24-Sep-19 7 05-Sep19 13-Sep19 5 12-Sep-19 18-Sep-19 5 16-Sep19 20-Sep-19 5 19-Sep-19 25-Sep-19 8 25-Sep-1904Oct-19 $. 0?Y�t3wt 1 '1.S,Lid0-3.s 8 04-Oct-19 15-Oct-19 8 10-Oct-19 21-0ct-19 3 18-Oct-19 5 23-Oct-19 5"28-0ct-19 2 05-Nov-19 22-Oct-19 29-Oct-19 01-Nov-19 06-Nov-19 201 020 I Jun 1 Jul j A89 I Sep I Oct 1 Nov 1 Dec I Jan J. Feb I Mar I Apr 1 May I Jun r Jul I Aug Sep Oat 1 Novi Dec JJad �@ Ju5U0e Center Zone 6 - Reinforce Stem Walls I Justice Center Zone C- Place / Cure Stem Walls o Justice Center Zone C - Strip Stem Walls 0 Justice Center Zone C -Waterproofing 0 Building Site - Backflll Building Pad / Foundations 0 Justice Center Level 1- Erect Structural Steel 0 Justice Center Level 1-Plumb/Bolt/Weld Structural Steel D Justice Center Roof - Level 2 - Erect Joists (Floor) 0 Justice Center Level 2 - Erect Deck (Floor) @ Justice Center Level 2 - Erect Structural Steel 0 Justice Center Level 2 - Plumb/Bolt/Weld Structural Steel ■ Justice Center Roof- Erect Joists (High Roof) ■ Justice Center Roof - Erect Deck (High Roof) 0 Justice Center Level 2-Slab-On-Metal Deck 0 Justice Center Level 1- Erect Structural Steel 0 Justice Center Level 1- Plumb/Bolt/Weld Structural Steel 0 Justice Center Level 1- Erect Joists (Low Roof) @ Justice Center Level 1- Erect Deck (Low Roof) Area - A- Underground MEPF Rough In 03 Area - B -Underground MEPF Rough In p Area -C -MEPF Underground Rough In D Justice Center Level -1- Zone A- Form SOG 0 Justice Center Level 1- Zone A - Reinforce SOG ❑ Justice Center Level 1- Zone A Place / Cure SOG 1 Justice Center Level 1- Zone A -Strip SOG Remaining Level of Effort S Actual Work ®il Critical Remaining . Actual Level of Effort nl Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center ,Act ivi 5ID '1=3'12470 21,3124&1 A A1100 Acti' Justice Center Level 1- Zone B - Form SOD Justice Center Level 1- Zone B - Reinforce SOG Justice Center Level 1- Zone B - Place / Cure SOG Justice Center Level 1- Zone B - Strip 50G Justice Center Level 1- Zone C - Form SOG Justice Center Level 1- Zone C - Reinforce SOD Justice Center Level 1- Zone C - Place/ Cure SOG Justice Center Level 1- Zone C - Strip SOG Grind _--()-Zeal 5 ... D aianl 4. Nt 3 16-Oct19 18-Oct-19 3 21-Oct-19 23-Oct-19 5 24-Oct-19 30-0ct-19 2 01-Nov-19 04-Nov-19 3 22-Oct-19 5 25-Oct-19 5 30-Oct-19 2 04-Nov-19 24-0ct-19 31-Oct-19 05- Nov-19 05-Nos-19 5 23-Oct-19 29-0ct-19 15 27-Nov-19 18-Dec-19 End 21-054000 21-074000 21-313380 21-074010 22-074000 21-084000 21-313390 22-084000 21-108210 22-108200 Justice Center Zone A - Exterior Wall Framing Justice Center Zone A - Insulated Rain Screen Pam Justice Center Zone B and C - Exterior Wall Framing Justice Center Zone - Metal Panel Systems Justice Center Zone B and C - Insulated Rain Sorer Justice Center Zone A - Gla2ing Systems Justice Center Zone B and C - Metal Panel Systems Justice Center Zone B and C - Glazing Systems Justice Center Zone A - Screening Elements Justice Center Zone B and C-Screenin Elements 10 15-Sep-19 20 24-Sep-19 20 30-Sep-19 25 08-Oct-19 20 14-0ct-19 20 22-Oct-19 25 11-Nov-19 20 25-Nov-19 15 18-Mar-20 15 29-Mr-20 27-Sep-19 21-Oct-19 25Oct-19 11-Nov-19 08-Nov-19 18-Nov-19 16-Dec-19 23-Dec-19 07-Apr-20 19-May-20 tog System 23-230000 High Roof- Roofing System Jr(st(se [:enter Low Roof - Roofing System Jdstuce Center High Roof - Set HVAC Equipment Justice Center Low Roof - Set HVAC Equipment / Dry Out A1270 Install Temporary Heating for Build in • Dryout M1p sv o4 Wo Systems 21-142000 PF Rough in Justice Cen vel Hole! Hy ro (Ele or) 20 04-Oct-19 31-O0[- 30 28-Oct-19 09-Dee-19 3 01-Nov-19 05-Nov-19 5 06-Dec-19 12-Dec-19 1 05-Nov-19 05-Nov-19 30 29-Jan-20 10-Mar-20 2019 2020 I Jun I Jul i Aug l Sep I Oct I Nov I Deo Jan Feb j Mar Apr May I Jun I Jul L Aug Sep Oct Nov 1 Dec 1 Justice Center Level 1. Zone B - Form SOG p Justice Center Level 1- Zone B - Reinforce SOG 0 Justice Center Level 1- Zone 6- Place/ Cure SOG B Justice Center Level 1- Zone B - Strip SOG p Justice Center Level 1- Zone C - Form SOG 0 Justice Center Level 1- Zone C - Reinforce 5526 0 Justice Center Level 1- Zone C - Place / Cure SOG p Justice Center Level 1- Zone C - Strip SOG 0 Grind and polish Level 2 26511 Grind and Polish Level 1 ■1 Justice Center Zone A - Exterior Wall Framing II Justice Center Zone A - Insulated Rain Screen Panels ® Justice Center Zone B and C - Exterior Wall Framing I>"I Justice Center Zone A - Metal Panel Systems immrvri Justice Center Zone B and C -Insulated Rain Screen Panels I.=>rmmvt Justice Center Zone A - Glazing Systems y Justice Center Zone B and C - Metal Panel Systems Iasi Justice Center Zone 6 and C - Glazing Systems Justice Center Zone A -Screening Elements Justice Center Zone 6 and C -Screening Elemen » lmmm Justice Center High Roof- Roofing System Justice Center Low Roof - Roofing System 0 Justice Center High Roof - Set HVAC Equipment ■ Justice Center Low Roof- Set HVAC Equipment I Install Temporary Heating for building Dryout Justice Center Level 1- Holeless Hydro (Elevator) aburative People, Progressive Builders g 1- Remaining Level of Effort MIS Actual Work NMI. Critical Remaining Actual Level of Effort Irrrm..n1 Remaining Work • • Milestone PRINTED; 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 ty ID 21-312940 21-312900 21-312950 21-31.2920 21,312990 22 270270 22-2702443 22•2"10300 22,270290 22-270280 21-31."it9.30 21-313010 21-313040 21,313020 ACINM1Y Name Justice Center Level A-1 HVAC RI, Mains Justice Center Lew t A-I-Ptrsrrrrhila,g RI, OH Justice Center Level A-1-HVAC RI, Branch Ltivds A•; - F Ire 5pr In0Fe1 RP, Mains. 3.. 9•PI II3oal Rt, 3-1 m Letiek,5.3 -Firs Sprinkler Rs, Branch 4o255Ea: 151007 Le- Ch',$-Plurnh3Plg RL 39-350rl 220000 031010r L020r9 1- 6150013512 3311n.Wra3- #-1 Lswv VCtMoo12I Irmti &'0000311 1ua&tee Center Lew' 34913ce0eet9 Leirel,42-Fide Spein3aier Rl. Beaneh 1109!3cer Can'1eir Ea10P 42 • Lear 9ett4993 Rt Juekioo C0n'ter €srol h4 - Pie: 5 5m«g PH, An!Wah J4iAtstet 09ntek p eved A-2 5i5Otrvcas RI. Ir*-Wali B-1- HVAC RI, Mains gE B-1- Plumbing RI, OH B-1- HVAC RI, Branch 6-1- Fire Sprinkler RI, Mains 7l0nttte Center bawl B-1- Electrical RI, 0H Juetike Center teiw.I B-1- Fire 5t:reaa' 09 ;Ili Branch .RUHtice-COtter Level B-1- Piumioirpg RI, Ir,W'ali .41tica:0:Ver bawl 31.1- EleglOu3a4 3tl-19l li Page of City of Tukwila - Justice Center Original Start Duration 5 06-Nov-19 5 13-Nov-19 5 13-Nov-19 3 20-Nov-19 5 25-Nov-19 3. 03-Dec-19 5 18-Dec-19 5 24-Dec-19 5 02-Jan-20 rr� 3 304rc-s9 IFin, 12-Nov-19 19-Nov-19 19-Nov-19 22-Nov-19 02-Dec-19 05-Dec-19 24-Dec-19 31-Dec-19 08-Jan-20 'R4Jdrr,2(? , .brv20 04-ler 20 5 13-Dec-19 5 20-Dec-19 5 20-Dec-19 5 30-Dec-19 5 07-Jan-20 3 14-Jan-20 5 29-Jan-20 5 05-Feb-20 5 05-Feb-20 19-Dec-19 27-Dec-19 27-Dec-19 06-Jan-20 13-Jan-20 16-Jan-20 04-Feb-20 11-Feb-20 11-Feb-20 5 20-0oc-19 15 24-17ec19 1.5i.ian-20 5 30.00,.19 03140112-25 2019 y l Jun 1 WI Aug 1 Sep 0et 1 Nov I Dec Jan 2020 Feb I Mar I AprI I Jun 1 Jul Aug 13eR I Oct J Nov 1 Dec 13an 0 Justice Center Level A-1- HVAC RI, Mains 0 Justice Center Level A-1- Plumbing RI, OH 0 Justice Center Level A-1- HVAC RI, Branch 1 Justice Center Level A-1- Fire Sprinkler RI, Mains 0 Justice Center Level A-1- Electrical RI, 0H 0 Justice Center Level A-1- Fire Sprinkler R!, Branch 0 Justice Center Level A-1- Plumbing RI, In -Wall O Justice Cuter Level A-1-Electrical RI, In -Wall O Justice Center Level A-1- Low Voltage RI 0 Justice Cuter Level A-2 - HVAC RI, Mains 0 Justice Center Level A-2 -Plumbing RI, 0H O Justice Center Level A-2 -HVAC RI, Branch Justice Center Level A-2 - Fire Sprinkler RI, Mains 0 Justice Center Level A-2-Electrical RI, 0H 0 Justice Center Level A-2-Fire Sprinkler RI, Branch C1 Justice Center Level A-2 - Low Voltage RI 0 Justice Center Level A-2 -Plumbing RI, In -Wall 0 Justice Center Level A-2 - Electrical NI, In -Wall Remaining Level of Effort © Justice Center Level B-1- HVAC RI, Mains IC Justice Center Level B-1- Plumbing RI, 0H 0 Justice Center Level B-1- HVAC RI, Branch IP Justice Center Level B-1- Fire Sprinkler Rl, Mains 10 Justice Center Level 6-1- Electrical RI, 0H 0 Justice Center Level B-1- Fire Sprinkler RI, Branch P Justice Center Level B-1- Plumbing RI, In -Wall ® Justice Center Level B-1- Electrical RI, In -Wall 10 Justice Center Level B-1- Low Voltage RI 0 Justice Center Level C-1 - HVAC RI, Mains I �I Justice Center Level C-1- Set Electrical Switchgear 0 Justice Center Level C-1- Plumbing RI, OH Actual Work MEE Critical Remaining .. Actual Level of Effort 10211 1 1 Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center ay ID Ac0MN Name Or5i al Ste Duration) 21-313130 2,1-31.37,10 21-313170 21,31.34. 1 21� 313',l<I0 21-313120 21313090 21-31313r1 Justice Center Level C-1- HVAC RI, Branch Justice Center Level C-1- Fire Sprinkler RI, Mains Justice Center Level C-1- Electrical RI.OH Justice Center Level C-1- Inspect Electrical Room/ susi'Jc1 Cart[ 1e s10-'i, 7i7ae Spr1n0880 Rd, ktr4400 t001lh20entef 0a1wf L"i.•'X.4. Lead tm,e.ofte r Dec 305060 LewC.3,. P t m1tng RI, IF -Wag Strs#1ce Oert707 Le'aa601-1 - Eler'tnoal RI, Ire -Wall Justice Center Level C-1- Low Voltage Justice Center Level A-1- Install Door Frames 21-312530 Justice Center Level A-1 - Int Wall Framing 21-312550 Justice Center Level A-1- Hang High GWB 21-312550 Justice Center Level A-1-Hang/Tape/Finish GWB e ..VLF ,-,.. .... 22v2'Yt080 Justice Center Level A-2 - Install Door Frames 22-270t770 Justice Center Level A-2 - Int Wall Framing 22-2751092 Justice Center Level A-2 - Hang High GWB 70500 Justice Center Level A-2-Hang/Tape/Finish GWB Zane-f Level • t 21-312690 p Justice Center Level 0-1- Install Door Frames Justice Center Level B-1- Int Wall Framing Justice Center Level B-1- Hang High GWB Justice Center Level B-1- Hang/Tape/Finish GWB Center Level C-1- Install Door Frames Center Level C-1- Int Wall Framing Jtl5.;Jce Center Level C-1- Hang High GWB Center Level C-1- Hang/Tape/Finish GWB Justice Center Level A-1- Int Ceiling Finishes Page 19 5 30-Dec-19 06-Jan-20 3 07-Jan-20 09-Jan-20 5 10-Jan-20 16-Jan-20 2 16-Jan-20 17-Jan-20 3 1.7-Jen-20 21-Jan-20 2 208Ja n-20 21-Jan-20 5 1.9-Feb-20 25-Feb-20 %5 2tlletr211 03-Mar-20 26-Feb-20 03-Mar-20 3 03-Dec-19 05-Dec-19 10 04-Dec-19 17-Dec-19 5 09-Jan-20 15-Jan-20 15 23-Jan 20 12-Feb-20 2 10-Dec-19 11-Dec-19 10 18-Dec-19 02-Jan-20 5 03-Jen-.211 OP-An-20 15 10•Jen-00 3{}Jar-35 ..,tdf'.:t4-J s2D `<17:Mo 220 3 14-Jan-20 16-Jan-20 10 15-Jan-20 28-Jan-20 5 12-Feb-20 18-Feb-20 5 26-Feb-20 17-Mar-20 3 17-.0,220 15 1'9-1mn. 20 10 19-Feb-20 15 04-Mar-20 6 21-3n-20" 101-"Ft. b-20 03-Mar-20 24-Mar-20 3-Feb-20 11-Mav-20 3-Feb-20 26-Feb-20 2019 n Jul Dec 1 }I 2020 ay JUI Aug I Sep I Oct Nov [ Jan ( Feb 1 Mar Apr I May I Jun I Jul I Aug 1 Sep 0 Justice Center Level C-1 HVAC RI, Branch p Justice Center Level C-1- Fire Sprinkler RI, Mains 0 Justice Center Level C-1- Electrical RI, 0H I Justice Center Level C-1 Inspect Electrical Room/ Switch Gear B Justice Center Level C-1- Fire Sprinkler RI, Branch 1 Justice Center Level C-1- SCL Lead time after Electrical room Sign off 0 Justice Center Level C-1- Plumbing RI, In -Wall ® Justice Center Level C-1 , Electrical RI, In -Wall p Justice Center Level C-1- Low Voltage RI 0 Justice Center Level A-1- Install Door Frames Justice Center Level A-1- Int Wall Framing 8 Justice Center Level A-1 - Hang High GWB Justice Center Level A-1 - Hang/Tape/Finish GWB Oct 1 Justice Center Level A-2 -Install Door Frames Justice Center Level A-2 - Int Wall Framing 0 Justice Center Level A-2 - Hang High GWB Justice Center Level A-2 - Hang/Tape/Finish GWB SSIS No 1 Justice Center Level 3-1- Install Door Frames IR Justice Center Level B-1- Int Wall Framing le Justice Center Level B-1- Hang High GWB ® Justice Center Level B-1- Hang/Tape/Finish GWB 0 Justice Center Level C-1- Install Door Frames Justice Center Level C-1- Int Wall Framing Justice Center Level C-1- Hang High GWB Justice Center Level C-1- Hang/Tape/Finish GWB CMS MGI SSSI Justice Center Level A-1 - Int Ceiling Finishe nemnam Remaining Level of Effor Actual Work ® Critical Remaining .. Actual Level of Effort Remaining Work • • Milestone Dec Fen PRINTED: 13-May-19 DATA DATE. 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 City of Tukwila - Justice Center Bully ID Ac5vry Name 21-312730 21-313180 21,312700 21-312710 21-312720 21-312750 A1140 22-270110 21-312740 Levet„ 8 23-270180 22-270140 21313150 2'2-270170 22-270180 22-270190 22-270160 A1150 22-270210 22-270200 Level - 1 21.3127 21-3128000 A.3120 21-312770 21-312780 21-3127161 1-'1=312820 A1,160 22-270120 2.1-312810 Zone. C Level 1 21-312830 21-312870 Justice Center Level A-1- Int Wall Finishes Justice Center Level A-1- Install Ceiling Grid Justice Center Level A-1 - Int Floor Finishes Justice Center Level A-1- Int Doors/ Hardware Justice Center Level A-1 - Arch Casework Justice Center Level A-1- Specialties / Equipment Justice Center Level A-1- Drop Ceiling Tile Justice Center Level A-1- Final Clean Justice Center Level A-1 - Window Coverings 10n058 Cerrtea Lentil A-2 -50 Cte0ng Finishes ladle&Centex Ler8i A,2-ln¢ 6'al1 t1u9nes Ptasal180 t107 Lett.R1- 1r76041Celire,g 5eJ0 YusaYoe Cwflear ),pwpt,M12 -Fine Flear Finishes Justice Center Level A-2 - Int Doors/Hardware Justice Center Level A-2 -Arch Casework Justice Center Level A-2 - 40702s(lie5/ E:gtdame,Pt Justice Center Level A-2-1)10gi Ceding TILE Justice Center Level A-2 - Fknal Clown Justice Center Level A-2 - WIn3ow Cevereogs 14411(4 Center L4ae1 B-1- lin 51410n5-70ni8Pse9 Jurlq'Jce Ceetes Lewe1531- 4nt 114118 Fit14111 ,tl,ua'lice Ceetec L0oeP B-1-t11,5lell CerIir Grid .lswtiea Center Level 6-1-Ind Flpgrlleoalr z S05tlte Crroior Level'8-a.- 1140 Deers,/ Flerdware Juetlee 1'-enimr Live" 83 -.,# h Uawu'taesfl+ -- iootlee t;entee Levr1 B-1 • Specie6fie5 / Equipment Just'ICE Co ter Lewes B-1- C&do Ceif%111e Juaticol 08o➢1er Lave10-1- F.nsi Cled n Jvstk,e'Contrr Levpi 8-1- WiradtrN Cov7Efn58 luslice C rter Mewl C-1. - Int Qw't1ng. F'inisrues. lusm:e C xyter Level 1-1 Int Wall 54nKed-s Original Duration Finish 10 27-Feb-20 11-Mar-20 10 12-Mar-20 25-Mar-20 10 26-Mar-20 08-Apr-20 10 31-Mar-20 13-Apr-20 10 31-Mar-20 13-Apr-20 10 14-Apr-20 27-Apr-20 5 14-Apr-20 20-Apr-20 3 28-Apr-20 30Apr-20 2 29-Apr-20 30-Apr-20 53 27-Feb-20 11-May-20 1t1 2 7-Feb-2 0 11-Mar-20 1012-Mar-20 25-Mar-20 117 26Mar-20 08-Apr-20 10 09-Apr-20 22-Apr-20 1014-Apr-20 27-Apr-20 10 14-Apr-20 27-Apr-20 10 38-41L1r-20 11- May-20 5 28-Hpsr-20 J+k Mat-20 3 06May-20 07-Mey.2i) 2 06:M41/-20 3'7-Ma 1t0 55 331-MS 20-.03-6-E+.211 5618-Mar-20 03-Jun-20 10 18-Mar-20 31-Mar-20 2,0 01-Apr-20 14-Apr-20 1015-Apr-20 28-Apr-20 20 29•Apr-20 12-May-20 i0 04-May-20 15-May-20 10 04-May-20 15-May-20 10 18-May-20 29-May-20 5 18-May-20 22-May-20 3 01-Jun-20 03-Jun-20 2 02-Jun-20 03-Jun-20 7 27-M8r 20 , 0dol in-20,;: i Mar 2C 04-Jun-20 09-Apr-20 23-Apr-20 019 I y j Jun i Jul [ Aug i Sep i Oat l Nov ] Dec l Jan 7 I Feb l Mar 1 Apr V 1 May J Jun 1 Jail Aug I Sep l Oct ®9 JUStlCe Center Level A-1-Int Wall FInishes borltive People, Progret ivo Buiidero +rages. ?. o; 2020 Justice Center Level A-1-Install Ceiling Grid No Rio Justice Center Level A-1- Int Floor Finishes Justice Center Level A-1- Int Doors / Hardware 1 Justice Center Level A-1- Arch Casework Justice Center Level A-1- Specialties / Equipment 0 Justice Center Level A-1- Drop Ceiling Tile 0 Justice Center Level A-1 - Final Clean p Justice Center Level A-1- Window Coverings De Justice Center Level A-2 - Int Ceiling Finishes Justice Center Level A-2 -Int Wall Finishes Justice Center Level A-2 -Install Ceiling Grid Justice Center Level A-2 - Int Floor Finishes Justice Center Level A-2 - Int Doors/Hardware Justice Center Levels-2 -Arch Casework Justice Center Level A-2 -Specialties/ Equipment 0 Justice Center Level A-2 - Drop Ceiling Tile p Justice Center Level A-2 - Final Clean 1 Justice Center Level A-2 -Window Coverings stall an ® Justice Center Level B-1, Int Ceiling Finishes Justice Center Level 8-1- Int Wall Finishes p Justice Center Level B-1 -Install Ceiling Grid Justice Center Level B-1- Int Floor Finishes 113 Justice Center Level B-1- Int Doors/ Hardware Justice Center Level B-1- Arch Casework ® Justice Center Level B-1- Specialties/ Equipmr 0 Justice Center Level B-1- Drop Ceiling Tile 0 Justice Center Level B-1- Final Clean 1 Justice Center Level B-1- Window Coverings , sin 1E Justice Center Level C-1 , Int Ceiling Finishes ® Justice Center Level C-1 - Int Wall Finishes Remaining Level of Effort NMI Actual Work IMO Critical Remaining .. sommeee Actual Level of Effort 1wwwwwl Remaining Work • • Milestone PRINTED: 13-May-19 DATA DATE: 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 Activity ID A1130 21-312840 21-312850 21-312860 21-312890 A1170 21-312880 22-270130 Level t 21^Sl3220 21-3;632.00 21.31-3240 2 t:313230 21.313250 A11,60 1131321.0 A1280 Lawei.tj 22 270/0 22-'7°73ryC'i 22-270350 22.27LY;46w'n, A11.90 22-27C3?cI A1250 re 8 2.t i111310 .• x..313260 a i3132tti1 A1200 22 Activity Name D al oflglionl al S°lan Justice Center Level C-1-Install Ceiling G rid Justice Center Level C-1 Int Boor Finishes Justice Center Level C-1- Int Doors / Hardware Justice Center Level C-1- Arch Casework Justice Center Level C-1- Specialties ,'' Equipment Justice Center Level C-1- Drop Ceiling Tile Justice Center Level C1- Window Coverings Justice Center Level C-1- Final Clean J tte,"ica Censer Leval p.1- ElehteheI Trans ,Iwaslctr Cnn.Ems Lewt& 4-1 - EOVLAG 7tkn Juskicc barites iLevxi:Al -ug0Lixturel Jai0Oca Csntar Leab1 A" i - d.ro,v Vyiita)ie S';nnlyzriVv T€6 14941ce. caner Lavav A l 53rin ler Teat r'erytirkl Cesntur Lgwsfi 801 pl0ng Insp atlaarn lansta0e (wetar Le rt0•s-r umbthe Flttsires Julsi' 41,Vssl,Ions A-2 Ftaet lfsaI Tr!rer A-2-11580 Tarn A'yx Login Fh3ai hs amw VOloxaga 90510 05 115 ariavkJeeTnan 1056Ia15CtTMc'P10n 4.2 Plunit510 i0081 J+'as A ME0F hientfi rtf Lt+x�S - Eteteital TrVlr Leyte 81, hIVA'C:- Trim Levee B-1 - 114101 FistOes ,As/ 9-1- La* 0aI egeays Lbv0vl9-1-804118 hzr1141 Leml ®•10eiting1hse ttee lust] City of Tukwila - Justice Center 10 24-Apr-20 10 08-May-20 10 13-May-20 10 13-May-20 10 22-May-20 5 26-May-20 3 02-Jun-20 3 02-Jun-20 07-May-20 21-May-20 26-May-20 26-May-20 04-Jun-20 01-Jun-20 04-Jun-20 04-Jun-20 0 12-Mar-20 22-Aar-20 5 15-Apr-20 5 29-Apr-20 5 2&+Yw-20 5 29Ppr20 S_ 28.ror.701 1 O iB Mey4 20 5 13Mo}20 20 32-AGr-20 01-MU+r20 014Apt-20 Apr20 18-Agra-2O I5-Aon20 15-44N-2R 1t0Apo20 23 Apr 20 01-M,e,-20 ?6Mavr20 21-Apr 20 05-May-20 05. May..20 05 Maa.20J 06 May-20 0€- Man, 20 19May-2,1 20 020 ay Jun uI Aug Dec 1 Jan I Feb I Mar I Apr I May I Jun l Jul I Aug ( Sep l Oct I Nov l Dec Mary Justice Center Level C-1-Install Ceiling Gnd— ® Justice Center Level 0-1- Int Floor Finishes ® Justice Center Level C-1- Int Doors / Hardware III Justice Center Level C-1- Arch Casework ® Justice Center Level C-1- Specialties / Equip' ■ Justice Center Level C-1- Drop Ceiling Tile 1 Justice Center Level C1- Window Coverings A Justice Center Level C-1- Final Clean 0 Justice Center Level A-1- Electrical Trim 0 Justice Center Level A-1 - HVAC Trim 0 Justice Center Level A-1- Light Fixtures 0 Justice Center Level A-1- Low Voltage Systems Trim 0 Justice Center Level A-1-Sprinkler Trim I Justice Center Level A-1 Ceilinglnspection 0 Justice Center Level A-1-Plumbing Fixtures 1 Justice Center Level A-1 MEPF Final Inspections 0 Justice Center Level A-2 -Electrical Trim 0 Justice Center Level A-2 - HVAC Trim 0 Justice Center Level A-2 - Light Fixtures 0 Justice Center Level A-2 - Low Voltage Systems Trim 0 Justice Center Level A-2 -Sprinkler Trim I Justice Center Level A-2 Ceiling Inspection 0 Justice Center Level A-2 - Plumbing Fixtures I Justice Center Level A-2 MEPF Final Inspections 0 Justice Center Level 8-1- Electrical Trim 0 Justice Center Level B-1- HVAC Trim 0 Justice Center Level B-1- Light Fixtures 0 Justice Center Level B-1- Low Voltage Systems Trira 0 Justice Center Level B-1- Sprinkler Trim I Justice Center Level B-1Ceilinglnspection 0 Justice Center Level 8-1- Plumbing Fixtures People. Progressive 3ui!caers `rrae21 Cr Remaining Level of Effort MIME Actual Work Critical Remaining -.. Actual Level of Effort L.rr,:,""-.,:n„I Remaining Work • • Milestone PRINTED: 13-May-19 1 DATA DATE; 10-May-19 BNBUILDERS 2601 FOURTH AVENUE, SUITE 350 SEATTLE, WA 98121 tivity ID Activity Name kI A1240 2oneC'= 21-313370 21-313320 21-313340 21-313350 n.$13360 A/210 22-017400 22-270370 22-270380 21-017400 Project t- CLOS80.110 A1080 Duratb 0rig,nalnl Start City of Tukwila - Justice Center IFmisn 20,9 - -.. 2020 rirl I Jon I Jul I Aug Sep I Doi I Nov I Dec pan I Justice Center Level B-1 MEPF Final Inspection. Justice Center Level B-1 MEPF Final Inspections 2 25-May-20 20 24-Vr� 0 Justice Center Level C-1- Electrical Trim 5 24-Apr-20 Justice Center Level C-1- HVAC Trim 5 08-May-20 Justice Center Level C-1- Light Fixtures 5 08-May-20 Justice Center Level C-1- Law Voltage Systems Tri 5 08-May-20 . Justice Center Level C-1- Sprinkler Trim 5 08-May-20 Justice Center Level C-1 Ceiling Inspection 1 15-May-20 Justice Center Level C-1- Plumbing Fixtures 5 22-May-20 Justice Center Level C-1 MEPF Final Inspections 2 02-Jun-20 Justice Center Area A- 2 -Area Comple Justice Center Level A -1- Area Complete Justice Center Area B -1- Area Complete Justice Center Area C - 1- Area Complete ShifluP & lebt • WY.M;,'. 8 N GPM Final Man Nino Punchlist ONO Comr.0t00,0 Owner F 8ns8YEIS Firms Close-out A6tiviti56 Substantial Completion co.l sborrtlyo People, Progr ve Builders 40 15-May-20 35 27-May-20 20 29-May-20 30 16-Jul-20 0 05-Jun-20 1f 19-Jun-20 10 06-Jul-20 .10 20-Jul-20 '02 03-Aug-20 10 02-Sep-20 26-May-20 "060-33120' ,., 30-Apr-20 14-May-20 14-May-20 14-May-20 14-May-20 15-May-20 28-May-20 03-Jun-20 May-20 19-May-20 03-Jun-20 04-Jun-20 1O1u1-20 15-1u1-20 25-Jun-20 26-Nu0-20 18-Jun-20 02-Jul-20 17-Jul-20 31-Jul-20 01-Sep-20 16-Sep-20 20 •mow Remaining Level of Effort Actual Work ® Critical Remaining .. •+••• Actual Level of Effort lobos ml Remaining Work • • Milestone 0 Justice Center Level C-1- Electrical Trim 0 Justice Center Level C-1- HVAC Trim © Justice Center Level C-1- Light Fixtures 0 Justice Center Level C-1- Low Voltage Systems Ti 0 Justice Center Level C-1- Sprinkler Trim I Justice Center Level C-1 Ceiling Inspection 0 Justice Center Level C-1 - Plumbing Fixtures I Justice Center Level C-1 MEPF Final Inspectic • Justice Center Area A - 2 -Area Complete • Justice Center Level A -1 - Area Complete • Justice Center Area B -1- Area Complete 4 Justice Center Area C- 1- Area Complete Muuo-mz�mamsm{ Startup & Test - HVAC Ival Startup & Test - Electrical Imo* i Startup & Test - Plumbing Commissioning NE BNB Completion List Final Clean ® Owner Punchlist • BNB Complete Owner Punchlist IEEE Final Closeout Activities 1® Final Inspections • Substantial Completio PRINTED: 13-May-19 DATA DATE; 10-May-19 Tukwila Justice Center City of Tukwila TJC TCC Document List 05/15/19 Drawings Tukwila Justice Center Volume 1 and Volume 2 Building Permit Drawing Package #2 January 21st, 2019 Tukwila Justice Center Volume 1 and Volume 2 Building Bid Package #3 February 26th, 2019 Specifications DLR Group Tukwila Justice Center Drawing Package #2 Permit Submittal Volume 1 Volume 2 Volume 3 DLR Group Project No 73-17158-00 January 21, 2019 DLR Group Tukwila Justice Center Bid Package #3 Volume 1 Volume 2 Volume 3 DLR Group Project No 73-17158-00 February 26, 2019 Supporting Documents Good Faith Inspection Letter dated 1/30/19 Phase II Environmental Site Assessment dated 1/16/19 Geotechnical Report dated 11/20/18 Addendum Addendum #01 dated 2/8/19 Addendum #02 dated 2/19/19 Addendum #03 dated 2/25/19 1 Tukwila Justice Center City of Tukwila Addendum #4 dated 3/13/19 Addendum #5 dated 3/18/19 Addendum #6 dated 3/20/19 Addendum #7 dated 3/27/19 Addendum #8 dated 4/3/19 Addendum #9 dated 4/8/19 Addendum #10 dated 4/10/19 Addendum #11 dated 04/22/19 END OF DOCUMENT LIST 2 BNB 11I,W801dvvs PRECONSTRUCTION SERVICES BID PACKAGE/ SUBCONTRACTING PLAN ANALYSIS GMP SUMMARY` PROJECT: Tukwila Justice Center OWNER: City of Tukwila ARCHITECT: DLR Group rBID PACKAGE NUMBER BID PACKAGE TITLE JC-9 Early Building Demo JC-8 Early Building Demo (Travelodge' BP02.41 Demolition and Abatement BP03.00 Foundation / Structure / Waterproofing BP31.00 Earthwork and Utilities ............................ BP 07.10 Waterproofing N/A Allowance - Shoring N/A Allowance- Contaminated Ground Wal N/A Allowance - MACC 2 LNTP BP 04.20 Mason BP06.40 Architectural Casework BP07.40 Exterior Siding I BP07,50 Roofing Systems BP08.10 Doors, Frames and Hardware DRAWING SET Permit (Package # 2) Permit (Package # 2) Permit (Package # 2) ............................................................. N/A ............................................................. N/A N/A N/A N/A Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) BP08.40 Alum Systems, Skylights, Glass & Glaz Permit (Package It 3) Permit (Package If 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) N/A Allowance - MACC 2 LNTP Incorporatk N/A BP03.01 Site Concrete Permit (Package # 3) BP09.20 Insulation / GWB Assemblies Permit (Package # 3) BP09.50 Acoustical Assemblies Permit (Package # 3) BP09,60 Floor Coverings Permit (Package # 3) BP09.90 Painting and Coatings Permit (Package # 3) BP10,00 Misc. Specialties / Equipment Permit (Package # 3) BP12.20 Window Coverings Permit (Package # 3) BP32.12 Paving and Striping Permit (Package # 3) BP32.,90 Irrigation and Landscaping Permit (Package # 3) Value Engineering Amount from Log BP14 20 Elevator* BP21 00 Fire Protection* BP22.00 Mechanical* BP26.00 Electrical* DIRECT CONSTRUCTION COSTS (DCC)1 $ Trade Package Performance & Payment Bonds Inc! Inc! Design / Estimating Contingency I Escalation Incl Negotiated Support Services Inc, l Trade Package Bonds (See Sub Plan) Intl MACC Contingency 2,50% n/a n/a n/a n/a n/a n/a 83,539 n/a n/a n/a ........... 6,296 n/a 2,088 105,824 105,824 MAXIMUM ALLOWABLE CONTRACT COSTS (MACC) CONTRACTORS FEE (% of MACC) 5.00% Preconstruction Services (lump sum as bid) Specified General Conditions (SGC) AS -BID Specified General Conditions (SGC) (Amendment 2) JC-9 Early Specified General Conditions (SGC) (Amendment 3) JC-8 Early Specified General Conditions (SGC) Add'I MACC Value GC/CM Performance & Payment Bond Included W/ Fee BNB insurances Included W/ Fee ......................................................... B&0 Taxes Included W/ Fee $ 91,923 Inc .............................. _ ...... $ 240,000 N/A ............................... N/A N/A $ 25.818 N/A ................................. ... N/A ................................. N/A N/A .......................................................................................... Inc Inc Inc Inc GUARANTEEED MAXIMUM PRICE (GMP)I $ 240,000 Inc $ 117,231 $ 5,862 FINAL AS - BID PACKAGE AMOUNTS n/a .................... n/a ................................ 192.995 4,288,300 4,874,410 50,000 20,000 250,000 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a ESTIMATE TYPE: ISSUE DATE: AMENDMEN Moo FINAL AS • BID PACKAGE AMOUNTS 6,000 .................. 1,767,900 .................................. 583,020 1,577,000 855,688 118,000 287,890 3,284.321 ................................. 4,699,000 .................................... (250, 000) 720,000 2149. 000 ................................. 344,716 486,296 219,450 977,000 .................................... 47,268 437,733 1,020,000 .................................... (1,277.297) Sub Plan 5/15/2019 FINAL AS -BID PACKAGE AMOUNT 83,539 105,824 192,995 ................................ 4,288,300 ................................ 4,874.410 50,000 20,000 ......................... 250,000 1,186,000 ................................... 1,767,900 583,020 ................................ 1,577.000 855.688 118,000 287,890 3,284.321 ................................. 4,699,000 ................................. (250;000) 720,000 2,149.000 ............................... 344,716 486,296 219,450 977,000 47,268 437,733 1,020,000 (1,277.297) $ 9,675,705 $ 19.232,985 Inc! Above Ind Above ................................................................................... Ind Above .................................................................................. 221,283 $ 1,544,320 Inc! Above 241.893 $ 10,138.881 N/A $ N/A ....... _................. $ 26,999 ........................................ N/A ....................................... Inc .......................................... Inc .......................................... Inc 506,944 248,633 $ 10,894,458 480,825 $ 21,258,130 1.062,906 $ 29,098,053 Inc! Above ................................ Inc] Above Inc! Above 1,780.660 ............................... Inc! Above ...... ..... 727,451 31, 606,164 1,580,308 $ 240,000 ................:......................................................................... 332,258 $ 580,891 ............................ 25,818 26,999 502,247 ............................ Included W/ Fee ................................................. Included W/ Fee ................................................ Included W/ Fee 502,247 $ 23,155,541 $ 34,562,427 Coliabonstive People, rs Ive Builders PAGE: 1 of 1 PRINTED: 5/13/2019 Nti PRECDN57E94Nm00N SERVICES VALUE ENGINEERING ANALYSIS PROJECT: Tukwila Justice Center OWNER: City of Tukwila ARCHITECT: DLR Group BID PACKAGE TITLE Level 2 with Ships Ladder at S I Proposed J 2,500 Total for BP 03.001$ 2.500 Alternate A3 Substitute Dim Lumber with 3-1/2" x9" Glu-Lam Revise 3Form to 4 x 10 Maple Veneer Panels in Courtroom Pre -Fab Courtroom Benches vs Shop Fab; Confirm color match Consider using alternate sold surface manufacturer (Hi -Macs in lieu of Corian) SS-1 Alternate LG Volcanic Ice GT718 SS-2 Alternate LG Black Pearl G010 Eliminate horizontal tube steel supports at courtroom half walls Remove L1 Lobby Wood Wall Feature in its entirety Revise thickness of quartz (might be too thin) Revise Detailing of 3Form Panel WD-1 Wainscot (Remove from Area 6 at this time) Trellis at HUB ,Provide movable tables In lieu of HUB Island (Island with Live Edge Ctop) 6 Tap Option 81 - Back of House Revisions 2 (Option N2 - Full Revision (Linea ILO Tectiva) BP 0810 Dom emit* 2 Add for Security Hardware Chan Door Hardware VE (assume 10) Total for BP 06.40 Total for BP 07.40 $ A122 JV Holding: A124 and A125 Holding: A127 and A128 Interview: 0137 3 and C138 Group Holding Room; C141 and C142 Inmate Non Contact Rm - see change below Utilize BarrierDek in Lieu of Trussbilt $ 6,120 4 '4122 JV Holding; A123A and 123B Booking; C141 and C142 Inmate Non 'Contact Rm - see change below a Utilize impact rated glazing in lieu of Type III glazing $ 210 5 "Hard"Interview - Room A127 and A128- see changes below a Remove P2 Detention Walls $ 10,000 Remove BarrierDek Ceiling $ 1,340 6 : C141 and C142 Inmate Non -Contact Room - see changes below Utilize HM Frame and Door Similar to Hard Interview Rm $ 10.000 b L Remove P2 Detention Wall $ 8,400� Remove BarrierDek CeilingM1$ 9000 7 a Reduce Size / Configuration of Clerks Windows - to 7'6"� $ 3.600 Reduce Size / Configuration of Clerks Windows - to 7'0 $ 2,400 8 a 9 Reduce Size / Configuration of Court Reception Windows- 7'6" $ 3,600 Reduce Size / Configuration of Court Reception Windows- 7'0" $ 3,600 Utilize Viking SSTL 10 ga pre-fab bench at all holding locations (Viking - stainless steel, 10ga1 in A122. A124, A25, C137, C138: $ Total far BP 08.10 $ 50.170 hange interior studs from G60 to G40 2 Remove AWP-4 in "Soft" Interview Rooms (A103, A104 and A106). Add Back Paint (color TBD) 3 "Hard" Interview - Room A127 and A128 - see changes below Provide Impact resistant GWB with Security Mesh Provide impact resistance GWB Ceiling 4 iC141 and C142 Inmate Non -Contact Roam - see changes below Provide impact resistant GWB with Security Mesh Provide impact resistance GWB Ceiling 5 Remove "light wells" associated with deleted skylights 6 Add back acoustical spray at skylight deletion Total for BP 09.20 2,023 119,3221 w/above___ $ (15,602) w/above $ (32,9021 $ 22,800 4.000 85.276 000 5.000 13.200 255,107 $ 21,0 50,000 5/15/2019 Accepted I Rejected I Comment BNB ROM . Delete staff add shins ladder ails; add rails at landing, Reconciled with Line Item 6 belo 18,000 'Accept with the understanding we can match color; 24,831 not an change order later DLR countered with the following color choi0es: SS-1: LG (Hi -Macs) VB01 • Merapi SS-2; LG (Hi -Macs) G103 - Graphite Granite CONFIRMED Per 3Form di50ussion with DLR, detaOng can be revised: TEAM TO ACCEPT AND TARGET $5K+ OF VE IN DETAILING TACTUAL VALUE FROM SUBCONTRACTOR een in the eraiect 3NB ROM This is for the BP 8 portion of the added CR addendum ROM of $40k ($80k was split between BP 8 and 26) ROM Plug; DLR to review and provide list of door hardware and related acaams reduction; DIFFICULTY WITH ACHIEVING QTY DUE TO 2,500 PROGRAM/USER NEEDS 2,500 NB ROM' Approx 765 sf @ $8/sf ROM BNB ROM -Approx 105 sf @ $2/sf BNB ROM - Approx 500 sf @ $20/sf BNB ROM • Aporox 134 sf @ $10/sf BNB ROM - Hardware cannot be detention grade - assumed commercial for this ROM BNB ROM Approx 420 sf @ $20/sf NO ROM ADMIX 90 5f @10/st BNB ROM - Based original height and reducing to 7'6" BNB ROM - Take another 6" to get down to 7'0 BNB ROM - Based original height and reducin ' to 7'6" BNB ROM - Take another 6" to get down to 7'0 .No credit - CML did not include - no specifications fo this detention bench PER NWP, MAY NOT BE ANY SAVINGS PER NWP- BNB IS STILL PURSUING Approx 285 Sf of AWP-4 ADDS TO OFFSET P2 AND BARRIERDEK REMOVAL ADDS TO OFFSET P2 AND BARRIERDEK REMOVAL ADDS TO OFFSET P2 AND BARRIERDEK REMOVAL 7,900 (900) 7,000 $ ADDS TO OFFSET P2 AND BARRIERDEK REMOVAL, ACCEPT WITH ITEM 1 UNDER BP 10.00 ACCEPT WITH ITEM 1 UNDER BP 10.00 PRECON6TNU1TION SERVICES VALUE ENGONELRIN0 ANALYSIS PROJECT: Tukwila Justice Center OWNER: City of Tukwila ARCHITECT: DLR Group BID PACKAGE TITLE Revise Glazing Type - SOLARBAN 60 OP 13r "PptCoverin 2 ntenor 'arpe a.CPT-8: 'Electrum', Delete CPT-8, replace with CPT-7 'Ash Slate' '.Deletes 4th color in Courts, optimizes area palettes to 3 each. c.CPT-10 'Chaetura', Revise to Milliken COL122 'Pale Gull' .:.CPT-11 'Iron Oxide', Revise to Milliken C0L70-122 'Copper Strand' d.CPT-12 'Custom Color', Revise to Milliken COL96-7033 'Iron Oxide' r.Deletes custom carpet color and replaces with off -the -shelf variety : r000se using alternate rubber flooring in Athletic Room {Provide Accent Paint in lieu of WC-1 in Records (Provide Accent Paint in lieu of WC-4 in Courts Lobb Total for BP 09.60 Total for BP 09.901 $ (Delete Half of shown Exa Seats (total of 17 in lieu of 34) Remove Custom Walk -Off Grates Skate Deterrents - Use standard in lieu of Custom Total for BP 10.00 pen up controls to CNC (Similar to Fire station 51) emove 5 copy room exhaust fans. Provide air removal through DOHS nstead educe turndown ratio on DOAS units from 16:1 to 4:1 ater closet and urinals to battery operated flush valves ater closet and urinals to manual flush valves emove pressure testing on duct work emove additional warranty for VRF system (5 yr e nsulation reduction on RA/EA nsulation _grade reduction (6 to 4.6) ush Air Compressor to OFCI elete hail guard for VRF o standard 1 yr) Add Waste Line in Wellne Add exhaust Vent in Wellness 6117 Add Exhaust fan EF C135A and EF C1358 OVI510ns to-wocngear as folioto WSi-- - Remove Compression Lugs Remove Touch Screen Panel Covers vs Door in Door Reduce SBDS to 1000A to Remove ERMS I - Series Rated Panels - 480V panels will be Series Rated RDP Panel will be metered but meters are built into the Trip Un $ Total for BP 22.00, $ :Lighting savings ',Change all low voltage cable to non -plenum rated ©''.Change locker banks to single point connection 5 ::Change above ground feeders to MC cables 0 , Remove room smoke detectors based on sprinkled building 7 Mechanical feeders in MC Water closet and urinals to battery operated flush valves Remove single source video management system software (ref R&N Systems narrative) Remove single source card access vendor from the project- Honeywell (ref R&N Systems narrative) ;Remove the PLC and controls stations from the project (ref.. R&N Systems 11 �.,narratve) (Range 55k 120k) ,$ (Change network cabling from Cat 6A to Cat 6 (ref, R&N Systems narrative) $ 'Remove cameras and network infrastructure from the public parking lot across the street (ref, R&N Systems narrative) $ ©I Remove the UPS system from the project (ref. R&N Systems narrative) Remove a controlled gate from the perimeter (ref. R&N Systems narrative) $ Reduce number of overall card readers (Assume 10) Total for BP 26.00 $ $ 89,767 5/15/2019 Camsngnt 13000cY conntrnatt ttLR lac ad 5: 4Cr of not 6.600 No affect on design or color palette - futher review with subcontractor REJECTED UNLESS SUBSTANTIAL 2.595 SAVINGS (Sayings is based on Mega Tile w/20%color fleck; DLR s reviewing is ACCEPTED PER OAC MEETING 4/24 6,600 1$ 2,595 41.040 14.558 1111111 Amount accepted includes roof Add Alt 1: Potentially ;more from GWB packa•e and Paintin_ Keep for now; keep talking 19,428 75,026 14,300 $ 9:832 Need to look at 5:1 ratio; not available option per the ' 20.000 equipment manufacturer 8,045 -`Not an option per 4/12 meeting $ 15,000 30.000 l 18.800 3,000 1.350 5,900 (2.7501 (1.1211 i 8.000 50.000 20,000 15,000 10.000 40.000 40.000 r, 3.500 22,231 $ 8.000 $ 33,998 VE amount confirmed. This VE amount removes the 5 yr extended labor warranty component; includes 10 yr marts warranty at no additional costs Not required by code only doing for efficiency DLR Mech Engineer to Review prior to accepting 5/13 • Confirmed with Valley this VE amount should hold based on EEOR Comments on proposed VE and undated fault tales. 5/13 - VE working on revised lighting package - Opt 2 and 3. VE is targeting fixtures to meet proposed VE. Lockers should not be affected by this change ,.Accepted in full as long a5 not exposed to view 50J to approach Cary; If ok, DLR to approach FM Al Messier to see if we can exercise this savings option CONFIRMED ACCEPTED ACTUAL VALUE FROM VALLEY TO DELETE 41 TOTAL Give back is not as big as anticipated; Look at other systems like Lycon, Milestone $ 21.706 'Honeywell s called out specifically; Do same thing _ 1 FURTHER REVIEW: PD Team Item: DLR/R&N to $ 55,0001assemble narrative for this revised scope $ 40,2131 R&N Noted this line item VE amount appears low should include frber, power, pole (6 cameras) FUTHER REVIEW: This Is gate for North Lot - also delete 3.500 Agate ROM Plug: Per Herzog. we have 85 yo 88 doors with $ 11.000 CR; we have 150-160 doors: target quantity not real 250,729 $ 131,419 SERVICES ANALYSIS PROJECT: Tukwila Justice Center OWNER: City of Tukwila ARCHITECT: DLR Group BID PACKAGE TITLE o !Reduce Earthwork Allowance 5/15/2019 I Proposed I I Accepted i. Rejected.. ,1 Total for BP 31.001 300.000 I 300,000 1$ 1- Comment t . 00404 ',. 1 �. 2. :4 '5o8.o.e iand5cupjn u} rrlul.rr 9 pE00 18001 ai 4 +3PJtde4 Gere6a tsnrsh Lor l'�ate - ressare wwh 050(0 fsni gate. Elmz+llrpt5A8A(V 0MIn$`�!/si m' _... _. $ $ $ $.:: 55.t '.1. 800 Praposed'10 0" for p[vc.55k0 iir0e5 9k'%! }I8:+.l 'rM,atat7 sAmng4,a, GONf1 1D 0 988V 50)8 aYA ,8010EO LP$T 0SIIM ih .. n:.54f7 03(18688658EIA °:ROYi4 Li€6'R:116d%Oi799 T 519 #te dur r5rar6li Wn[. �' S - 6.000 8105CTEO �} :IPK^viKdG 12° t94t-9C5 vNmu: 4544t. $ $... C21P0 4ESECT€D '.. _... Total for BP 32.901$ Direct Construction Costs (DCSI Adlustmentl $ 37.295 MACC Cont cencv. 2.5%1 $ 932 1 Maximum Allowable Contract Costs (MACCI Adiustmentl $ 38,227 Contractors Fee: 5% of MACCI $ 1.911 Guaranteed Maximum Price.(GMP(I $ 40,138 1 As -Bid MACC 2 BP Totals $ 24,530,232 Target MACC 2 Budget $ 22.939.110 $ 1,277,297 $ 242,259 31,932 6,056 $ 1,309,229 65,461 $ 248.315 $ 12,416 I $ 1,374,691 I $ 260,731 Projected (Over)/ Under** $ (1,591,122) Accepted VE $ 1.374.691 Running (OVER)/Under $ (216.431) (A1 No J PRIORITY ADD BACKS Proposed I 11 ADD BACK Lobby Feature Wall) $ 50,000 I 21 WD 1 Wainscot In Area B (PRIORITY 41I $ 13.200 I 31 Alt #2 - Add Posts for Basketball Sleeve $ --- 20,000 I 41 ADD BACK Skylights. Coffers, Paint' $ 48.0401 51 Alt 42 Provide BIOS Technology LED Boards]y $ 61.740 Total ADD BACKS( $ 192.980 1 Di Construction Costs Adjustment - ADD BACKS( $ 192.9801 MACC Contingency: 2.5 01$ 4,825:I MACC Adjustment - ADD BACKS1$ 197.805.1 Contractors Fee 581 of MACCI $ 9,890'.I .... ADD BACK COSTS) $ 207.695 I Allowance -BP 6.40 BP 32:90 Landscape $ I$ I$ BP 26,00 Electrical CONFIDENTIAL Gil 11271 Y04" RENTAL RATES EFFECTtVE 1.11119-12/31/19 ITEM DESCRIPTION ITEM NUMBER Gaw.SN|eaw, 1101 Saw, Table, Standard 1102 Saw, Reciprocating 1103 Saw, Jig 1104 Gaw.Bandsuw, 1105 Saw, 10^Beam Saw 1100 Saw.Dmmo 1107 Saw, Miter 12^^ 1108 Saw, Concrete 1109 Saw, Chop, Abrasive 1110 Saw, Chain, 10''Bar 1116 8sw.Baam.10^ 1117 Saw, Panel, with Stand 1121 Saw, Hand, Concrete Wet 1122 Saw, Track 1123 Saw, Table, Bosch 1124 Saw, 8N|aawCordless 18v&20v 1125 Saw, PonaBand 18v&20vcordless 1127 Saw, Sawza||.Cordless 18v&28v 1120 Saw, Jigsaw, 2UvCordless 1129 Saw, Drywall Handsaw, Dustless 1130 Saw, GewzoU.Super 15Amp 1131 Saw, Drywall Handsaw HID, Dustless 1132 Saw, 8-1/4r8ki|oa* 1133 Multi Tool 1137 Miter Saw (Small ) 1140 Bosch ReaxxSaw 1141 Drill, Cordless 18v 1201 Drill, Impact Driver 1202 Drill, Pistol Grip, 1/2~ 1203 Drill, Hole Hawg & Stud Joist 1205 '�A' � DAILY RENTAL TOTAL 24.22 54.50 24.22 24.22 40.44 60.56 90.83 54.50 72.07 48.44 79.53 29.07 40.39 17.38 28.34 29.13 14.71 26.58 26.11 19.73 56.62 27.25 45.42 28.10 5.64 34.46 2913 14.90 16.29 30.28 30.28 $ 90.88 * 218.00 $ 90.83 $ 96.89 $ 193.78 $ 242.22 * 363.33 $ 218.00 $ 290.66 $ 193.78 $ 318.13 $ 87.20 $ 12111 $ 40.44 $ 78.90 $ 07-3O $ 40.57 $ 80.30 $ 78.00 $ 48.31 $ 11445 $ 76.30 $ 112.09 * 60.13 $ 16.93 $ 103.37 $ 87.38 $ 43.12 $ 49.96 $ 12111 28DAY RENTAL TOTAL $ 218.00 $ 490.50 * 218.00 $ 218.00 $ 436.00 $ 545.00 $ 817.49 * 490.50 $ 053.99 $ 436.00 $ 715.82 $ 260.39 $ 303.33 $ 145.33 $ 230.58 $ 262.02 $ 121.11 n 201.04 $ 175.00 $ 119.50 c 210.79 $ 218.00 * 299.99 $ 14412 $ 50.78 $ 310.04 $ 262.02 $ 134.31 $ 120.44 $ 27250 CONFIDENTIAL GRIZZI syc" RENTAL RATES EFFECTIVE 1/1/1S-12/31/1S ITEM DESCRIPTION ITEM NUMBER Drill, 1/2"HD&Mixing Drills 1200 Drill, Drywall Screwdriver 1207 Drill, Pistol Grip, 3/8~ 1218 Drill, Right Angle, 3/8~ 1213 Shear, Electric 1215 Impact Wrench 1/2"Corded 1216 Impact Wrench 20v&36vCordless 1221 Cordless Drywall Sorewgun 1222 Breaker, Air Hose, 3/4^ 1306 Breaker, Air Hose, Whip Check 1307 Breaker, 0O|bBeoDemo Hammer 1314 Cnnc, Cum, Blanket O0'x25' 1401 Concrete Blankets 12'x25' 1401 122O Conu.Form, Flat Shoes 1404 Cono'Form, Aligner Brace 1405 Cono, Form, Screed Saddles 1406 Conc.Form, Steel Stakes 18" 1408 Cono, Form, Steel Stakes 24^^ 1409 Conc, Form, Steel Stakes 3U~' 1410 Cono'Form, Steel Stakes 35^ 1411 Extension Cord 1OO'High Cycle 1412-100 Cono.Vibnator. 110v 1414 Conn.Vibrator, High Cycle 1415 Cono, Fonn, John Shoes 1416 CuttonBnndo,.Rabar, 1418 Conn.Form, Parapet Wall Rail Brackets 1420 Cono'Form, Slab Grabber 1421 Cono.Too|. Rake 1425 Cono.Georgia Buggy O8ouft 1420 Conu.Vibrator, Gas Powered Backpack 1427 Gto*| Stakes 12" 1444 Cordless Vibrator 1440 DAILY RENTAL TOTAL $ 10.90 $ 7.57 $ 24.22 $ 30.28 * 1817 o 48.44 $ 47-V5 $ 2O-S1 $ 9.69 $ 1211 $ 12111 * 7.15 $ 8.57 $ 0.12 $ 0.85 $ 0.35 $ 0.36 $ 0.40 $ 121 $ 0.40 $ 13.93 $ 70.72 $ 102.94 $ 0.10 $ 17-8U $ 9.69 $ 0.65 $ 1.02 $ 30.28 $ 84.78 $ 0.13 WEEKLY RENTAL TOTAL 32.70 22.59 n#.88 12111 54-50 145-33 92.89 80.73 29.07 19.38 484..4 21.32 23.74 0.30 2]2 0.59 1]5 1.21 3.83 1�1 4118 314.89 411.77 0.54 53.41 21.80 2.34 4.54 121.11 33911 0.40 147.21 $ 9&1O $ 67.40 o 218.00 $ 272.50 $ 13322 $ 4»0.UU $ 205.89 $ 24222 $ 87-20 * 11089.99 % 63-50 � 8000 � | $ 0.85� $ 4.72 $ 1.79 $ 3.33 q, 3.03 $ 7.27 $ 3.05 $ 98.58 $ 708.49 $ 92049 $ 1.57 $ 180.23 * 48.02 $ 7.04 � 13.32 $ 272.50 $ 702.89 $ 1.20 CONFIDENTIAL GHIZZI.vt.46'a RENTAL RATES EFFECTIVE 1/I/1S'12/31/19 ITEM DESCRIPTION ITEM NUMBER Grout Pump 1447 1oyE|eConcrete Mixer 1448 Barricade, Noparking sign 1501 Barricade, Delineators, Safety 1502 Lifo|ine, Retractable 2O' 1504 Safety, 5Jx5/8^ 1505 Safety, 10O'x50^ 1500 Fire Extinguisher, Safety 1509 Rope Grab 50^^ 1510 Barricade, Stop & Slow Sign 1511 Horizontal Lifeline System 1512 Multi -gas Monitor 1514 Barricade, A,FramoSigns 1516 Retractable Lifeline 5U' 1520 Extension Cord, Speed Bump 1521 BeomorClamps 200O 1523 Barricade, Pedestrian 1527 Safety Sign Board 1520 Rescue & Retrieval System 1529 Halo Anchor /538 Fire Extinguisher, Stand 1533 Safety Cart Small 1535 Roof Guardrail 88 1530 Roof Guardrail Base 1537 42^x72''Water filled barriers 1538 Parapet Wall Anchor 1542 Vacuum, Upright 1602 Vacuum, Shop HEPA.12gal 1003 Dehumidifier 1004 Vacuum, Shop HEPA.O0Gal 1605 Vacuum, Shop, 10gal 1607 Vacuum, Shop Wet, 55ga| 1609 WEEKLY RENTAL TOTAL $ 2243 $ 07.29 $ 20.85 $ 118.90 $ 239.80 589.48 $ 0.48 16.03 43.30 $ 4.84 12.11 24.22 $ 10.96 48.29 * 147.51 $ 6.96 0 2077 62.31 $ 9.38 $ 27.86 83.57 $ 3.33 9.87 21.98 $ 581 $ 11.44 $ 34.33 $ 3.03 � 1O17 � 30.52 $ 1�5O $ 58�8 $ 17581 $ 29.91 89.02 267.05 $ 8.08 16.88 40.44 $ 23.01 68.79 205.89 $ 16.96 29.07 SIC � 42.39 $ 1028 $ 3028 90-83 $ 7.34 * 2201 60-00 $ 1211 $ 3028 $ 30.33 $ 05.53 $ 198.00 $ 589.81 $ 3.03 94 $ 10.90 $ 30.28 $ 4.44 13.30 $ 40.00 $ 1811 $ 5171 151.39 $ 4.53 15-50 $ 40.88 $ 5.55 $ 16.65 * 49.98 $ 5.08 15.26 * 45.79 $ 7.57 22.71 * 60-12 $ 13.87 $ 41.00 $ 124.02 $ 30.33 $ 145.33 327.00 $ 80.50 24222 545.00 * 54.50 211.84 484.44 $ 4.70 13.32 $ 4239 $ 77.83 �� � 148�U8 0� � 393.06 _ _ CONFIDENTIAL GRIZZI Y04" RENTAL RATES EFFECTIVE 1/l/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Vacuum, Shop 03Gal Cordless 1612 Hammer, Dustless Bulldog Rnm 1701 Hammer, Rotary, Chipping 1702 Hammer, Rotary, 18vCordless 1703 Right Angle SIDS Attachment 1704 Dust Removal System Drill/Chip 1705 SIDS Plus Dustless System 1710 Gang Box, Large Knaok88 1801 Gang Box, Small 1802 Gang Box, Plan Table 1003 Gang Box, Storage Knack 1O8 1804 Gang Box, Medium 1000 Cabinet, Flammable Storage 1808 C!amBox-VVood 1809 Steel Rolling Clam Box 1810 Cabinet Shelves 1Side 1Sid 1814 Air Compressor, 185CFM 1901 Air Compressor, Pancake 1902 Air Compressor, Dual Tank 1903 Air Compressor, Wheelbarrow 1804 Air Hose, n/0" 1905 Sprayer 1911 TomhSet-Comp|ete 2001 Cart, Flying Torch 2002 Welding, Welder, Wire Feed 2007 PLS380Laser 3100 L*ve|, Pocket Laser PLS 2101 Level, Laser, Rotating 2183 Level, Builder 2104 Grad*Rod.To|esooping 2106 Laso,.Le"o| 2100 Level, Laser 5 Beam 2109 $ 3.84 $ 67.82 $ 87.82 $ 31.37 $ 8.00 $ 24.16 $ 27.81 $ 34.03 $ 15.26 $ 39.37 $ 41]8 $ 23.01 $ 23.62 $ 8.48 $ 45.42 $ 4118 $ 163.50 $ 13.02 $ 66.61 $ 90.61 $ 727 $ 14051 $ 1514 $ 27.86 $ 78.72 $ 12.57 $ 14.53 * 4814 $ 48.44 $ 8.30 $ 70.72 $ 27.88 '2 � � 3 � � 15.39 271.29 271.29 02.33 25.86 78.72 59.20 101.73 44.51 11811 121.11 67.82 66.00 2543 130.25 12111 478.30 39.12 266'44 266.44 21.80 439.52 48.44 0114 23016 15.93 48.00 137.28 139.28 24.16 314.89 83.93 61.56 610.39 610.39 20.41 7[51 145.33 141.29 305.20 12717 354�32 303.33 202.25 � , 19741 75.69 408.75 303.33 144720 m 116.89 599.49 599.49 65.40 1.310'59 145.33 242.22 545�08 11317 129.59 411.77 39301 7248 708.49 25179 PAGE: 4«,9 pn|NTco 1/3/201e CONFIDENTIAL GRIZZlYz RENTAL RATES EFFECTIVE 1/V19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Indoor Rotating Laser Green Beam 2114 5 Point Laser 2116 Robotic Total Station 2110 Data Collector Tablet 2119 Survey Grade Builders Level 2120 Zip Level 2121 Indoor Rotating Laser Level 2123 Dowu|t3Beam Laser 2124 12vD*VYu|t3Beam Laser 2125 Cart, Trash Dump 2201 Cart, Trash, Tippler 1D0yd 2282 Cart, Trash, Tippler 1.50yd(forklift ) 2203 Cart, Trash, Tippler 2.00yd 2204 Cort, Forklift Dump, 1.00yd 2208 EooPann 2209 Trash Carts 2211 Forklift Trash Cart 1yd 2212 Collapsible Crate 2210 Collapsible Crate Dolly 2217 Trailer, Tool, 28' 2310 Pump, Submersible 2402 Hose, Discharge, 2^^x5O' 2483 Burk Bar 2501 Wheelbarrow 2502 Floor Scraper 8^orO" 2503 Fire Hose 1 1C2^X50' 2601 Fire Hydrant Wrench 2604 Temp Power Cord 50feet 2701 Temp Power Cords 1U0Feet 2702 Temp Power Y`s 2703 Pigtails, Temp Power Cords 2704 Temp Power Box 2705 DAILY RENTAL TOTAL $ 04.68 $ 14.55 $ 441.54 $ 63.07 $ 50.47 $ 7.57 $ 84.70 $ 14'58 $ 27.98 $ 12.72 $ 28.34 $ 39.42 $ 70.72 $ 7872 $ 30.28 $ 12.72 $ 21.02 $ 1727 $ 11.32 $ 72.67 $ 9.69 $ 8.70 $ 20.59 $ 840 $ 9.08 $ 15.74 $ 30.28 $ 3512 $ 8.84 $ 2.42 * 2101 '�"A' N", � � � �I IN ~ 228.99 43.60 11321.01 189.23� 151.39 � 22.71 � � 228.99 � 43.60 83.93 3015 � (4.9O 118.26 236.16 � 23810 � 90.83 3&15 63,06 51.82 33.97 218.00 29.07 26.64 46.02 16.96 29.07 27.86 8720 107.79 2848 9.69 64.19 * 414.58 $ 129.59 $ 3,97392 $ 587.78 $ 45410 � $ 68.12� $ 414.50 � * 129.59� $ 251.79 $ 114.45 � $ 254.33 $ 350.00 $ 696.38� i $ 090.30 $ 272.50 $ 114.45 $ 10917 � $ 15547 $ 101.94 | $ 490.55 $ 599.49 $ 87.20 $ 78.72 $ 88.41 � $ 31.49 ' $ 07.20 $ 41]8 $ 169.55 o 32215 $ 78.84 $ 19.38 $ 193.78 � CONFIDENTIAL GRIZZI r1se RENTAL RATES EFFECTIVE 1/I/19'/2/31/19 ITEM DESCRIPTION ITEM NUMBER Temp Power Cordo50'480v 208 Temp Power Skid 2710 Fan, Pedestal 2801 Fan.28^ 2002 Fan, High Blowing 3O^ 2003 Negative Air Machine 2804 Fan, Blower, Backpack 2805 Fan.Exheust/8|owor 2807 Fan.24-28 2809 Flex Ducting 12^x25' 2010 Fan.Driaaz 2814 Fan, 42''Drum 2817 Scaffold, Baker 2901 Scaffold, Baker 2901-Qty Scaffold, 5'x7' 2902 Scaffold, Baker, Outrigger 2904 Lift, Scissor, 1S' 3004 Riding Sweeper Diesel 3007 Lift, Genie, 15'Run-abnui 3008 RouuhfodkJib 8k 3009 Light, Wobble 3101 Light, Stand 3103 Light, Medium Towers 3104 Light, Task, LED Panel 56Watt 3108 Light, Task, LED Panel myStand 3109 Light, String, 100'LED 3110 Light, SBring, 850' LED 3111 Light, LED Ceiling Hanging 3113 Pressure Washer 15OOpoi 3202 Ladder, Step, 0O' 3381 Ladder, Step, O8' 3302 Ladder, Step, 10' 5303 � � $ 29.07 $ 61.68 | � 1423� � $ 15.74 � 42.38 $ 84.78 $ 18.05 $ 2725 $ 14.23 $ 30.33� U $ 30.28� $ 21.80 37.30 $ 65.40 $ 11.87 $ 18772 $ 416,21 $ 157.44 $ 72.07 $ 48.44 $ 2422 $ 15744 $ &88 $ 1817 $ 49.80 $ 13.50 $ 10.50 $ 96.89 v $ 18.17 $ 24.22 $ 30.28 $ 85.99 $ 185.02 $ 42.45 $ 27.80 $ 164.71 $ 339.11 $ 5947 $ 80.84 $ 40.57 $ 72.67 $ 90.83 $ 85.59 $ 111.66 $ 111.80 $ 198.89 $ 35.30 $ 45410 $ 1,139.34 * 48572 $ 218.00 $ 193.78 $ 96.89 $ 466.27 $ 26.04 $ 54.50 $ 142.91 $ 40.39 $ 32.09 $ 30755 $ 54.50 $ 72.07 $ 90.83 28DAY RENTAL TOTAL $ 257.90 $ 555.00 $ 12717 $ 4110 $ 333.05 $ 865.94 $ 178.03 $ 242.22 $ 121.11 $ 151.39 $ 272.50 $ 196.80 $ 534.89 � * 334.69 $ 484.44 $ 105.97 o 938.60 $ 2.385.74 � $ 04777 | � $ 514.72 � $ 436.00 $ 218.00 $ 878.05 � � $ 78.12 $ 103.50 $ 428.73 $ 130.80 $ 9028 $ 871.99 $ 163.50 $ 218.08 CONFIDENTIAL GRIZZI Y16" RENTAL RATES EFFECTIVE 1/1/19-1281/1S ITEM DESCRIPTION ITEM NUMBER Ladder, Step.12' 330 Ladder, Extension, 2O' 3305 Ladder. Extennion.24' 3380 Ladder, Extension, 1O' 3300 Ladder, Step, U4' 3309 Ladder Rail Extension (puir) 3311 Cu¢Shantrock 3401 Cart, Banding Rack 3402 Cart, 4Wheel Flat 3403 Cart, Tool 3404 Cart, Door 3405 Moving Dolly, Carta 3400-QTY Cart, Pallet Jack 3407 Hand Truck, Standard 3408 Cart, Door, 4Wheel Flat 3413 Ca¢Doorminator 5414 Hydraulic Table Cart 3415 Generator, O50OWatt 3501 Generator, 58OUWatt, High Cycle 3502 Generator, 2000Watt 3504 Nailer, Palm 3001 Router 3684 Nailer, Framing 3800 Sander, Orbital 3808 Cut Out Tool, Cordless 3811 Planer 3813 Fein Tool 3020 Nai|er, Finish 10, 18vCo,d|aao 3621 Naiher.Teo (Joist Pro) 302 Stapler 1/2^Senoo 3028 Router 31/4HP 3628 Grinder, 41/2^ 3701 $ 36.33 $ 24.22 $ 30.28 $ 7.57 $ 3.84 $ 11.81 $ 34.33 $ 30.52 $ 27.86 $ 15.26 $ 17.20 $ 448 $ 48.44 $ 23.01 $ 24.04 $ 3471 $ 8.97 $ 90.09 $ 0842 * 60.56 $ 848 $ 12.47 $ 38.33 $ 24.22 $ 17.38 $ 11�89 $ 20.04 $ 15.74 $ 1471 $ 21.67 !� 1247 � 18.17 WEEKLY RENTAL TOTAL $ 109.00 o 72.07 $ 90.83 $ 22.59 $ 11.75 $ 35.38 $ 81.26 $ 91.56 $ 54�5U $ 45.78 $ 50.87 * 13.38 $ 183.70 $ 423m $ 72.54 $ 74-0n $ 26.91 $ 387.55 * 268.39 $ 24222 $ 25.43 $ 37.30 $ 145.33 $ 86.89 $ 52.14 $ 34.82 $ 77.51 $ 47.23 $ 44.14 $ 5922 $ 37.36 $ 54.50 $ 327.00 $ 218.00 * 272.50 $ 67.40 $ 35-00 $ 105.97 $ 184.27 $ 274.68 � $ 08.41 � $ 187.34 $ 152.80 $ 39.42 $ 436.00 $ 85.99 $ 214.97 $ 222.06 ' " $ 80.74 " $ 871.99 ' $ OO5U5 $ 545.00 $ 70.30 $ 111.91 | $ 327.00 $ 218.00 � i $ 150.41 $ 104.28 $ 230.11 $ 141.70 $ 132.49 $ 141.34 $ 111.81 $ 115�O5 � PAGE: 7nrs PRINTED: 1/3/2018 CONFIDENTIAL GH IZZI h.' '," RENTAL RATES EFFECTIVE 1JI/19-12/31/19 DAILY RENTAL ITEM DESCRIPTION ITEM NUMBER TOTAL Sender, Disc, 7^79^^ 3703 $ 6.90 Grinder, Die 3705 * 14.53 Concrete Surfacer Grinder Kit 3706 18.17 Grinder, 5^and Dustless Kit 3707 $ 13928 Grinder, 4-1/2^Cordless 3709 * 1817 Heater, Heatwave3O240v 3802 $ 78.72 Heater, Hoakva"e3O4O0v 5803 $ 78.72 Trench Plate 3902 40.99 Powder Actuated Too] 4001 31.07 Cordless Adhesive Gun 4003 $ 39.85 Miou'Bolt Cutters 4004 $ 8.12 Shear, Electric 4005 $ 1817 Wall Poles, Zip 4007 $ 2422 Drill, Core Kit 4009 $ 121.11 Suction Cup 4013 $ 6.72 Sander, Vacuum, Drywall Pole 4014 6.06 Door Jam Protector 4815 2.54 Walk Behind Magnet 4' 4010 24.22 Epoxy Gun 4017 $ 242 Ceiling Wire Cutter 4020 $ 42.36 Carpet Mask Roller Applicator 4022 $ 8.32 Hi|h351 4026 $ 28.84 VVo|kioTa|ky. Radio &Mio Mntom|aVX451 4212 $ 13.93 Data Vault 4217 90.83 Office, Chairs, Folding 4302 0.33 Office, Dry Erase Board 4303 2.69 Cabinets, Filing 4304 $ 1.68 Office, Chair, Rolling 4380 $ 2.24 Office, Microwave 4307 $ 1.10 Refrigerator, Large 4308 $ 5.07 Refrigerator, Small 4309 2.70 Office, Table, 6' 4313 2.01 WEEKLY RENTAL TOTAL $ 20.77 $ 42.39 $ 54.50 $ 557A1 $ 54.50 $ 224�05 $ 224.05 * 137.58 * 94.77 $ 113.84 $ 18.23 $ 54.50 $ 48.44 $ 484.44 $ 20.35 $ 18.17 $ 4.84 $ 72.07 $ 6.06 $ 93.53 $ 22.07 $ 85.32 $ 41.80 $ 272.50 $ 1.01 $ 8.08 $ 5.05 $ 6.73 $ 3.32 $ 15.22 $ 7.70 $ 6.02 � � �All V11" 28DAY RENTAL TOTAL $ 62.31 $ 12717 $ 115.05 $ 1.25549 $ 115.05 $ 58730 $ 587.38 $ 202.91 $ 208.58 $ 302.78 $ 54.68 $ 133.22 $ 9689 $ 1,089.99 $ 01.04 $ 54.50 $ 12.11 $ 142.91 $ 1211 $ 266.08 $ 02.59 $ 257.73 $ 124.32 $ 81748 $ 3.03 $ 2422 $ 1514 $ 20.19 $ 9.94 $ 45.07 $ 2311 CONFIDENTIAL tAAbj GRIZZI Yaw RENTAL RATES EFFECTIVE lJl/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Office, Table, 8' 4314 Mobile Plan Rack 4316 Man Basket Stretcher 4402 Cam|over<2ton) 4403 Forklift, Flying Pallet Forks 4405 Concrete Bucket 2oy 4407 Transponder Hi|dPX1O 4505 Modular Pole Tool DX460 4002 Lag Pole O/12' 4603 Wash Station Drywall 4004 PERGONNB-nZMDEOCRPTK}N ITEM NUMBER Vehicle, Principal pm|N Vehicle, Project Executive (PX) 2526 Vehicle, Project Manager (PM) 2305 Vehicle, Senior Project Manager (Or.PM) 2305'SRPM Vehicle, Service ORVC Vehicle, Senior Foreman URFM Vehicle, Superintendent 2302 Vehida, Senior Project Engineer (Sr. PE) 2301 Fleet Maintenance Services (per vehicle) FM1 Cell Phone Cell Broad Band Card BB Computer 'Admin CDMPAD Computer, Additional 'Admin COMpADAD Computer Operations COMPOP Computer, Additional 'Operations CDMPAD0P Computer Innovation COMP|N Computer, Additional Innovation C0MPAD|N DAILY RENTAL TOTAL $ 212 $ 8.91 $ 20.95 $ 50.50 $ 84.78 $ 90.83 $ 22.08 $ 17.81 o 6.02 $ 70.23 WEEKLY RENTAL TOTAL � 6.36 $ 20.73 $ 02.87 $ 151.39 $ 33911 $ 266.44 $ 68.04 $ 52.84 $ 18.07 $ 210.68 20DAY RENTAL TOTAL $ 19.07 $ 80.20 $ 187.72 $ 454.10 $ 762.99 $ 047.94 $ 202.93 $ 158.51 $ 54.20 n 71001 $ 2.724.90 $ 1.834.99 $ 1.392.77 $ 1.332.77 � $ 1.158.55 $ 1,392.77 $ 1.158.55 $ 271.29 $ 224.05 $ 12111 $ 563.16 $ 33305 $ 690.33 $ 339.11 $ 1.700.87 $ 417.83 � � CONFIDENTIAL GRIZZI Ysw SALES PRICING EFFECTIVE 1,11/19 12/31/19 ITEM DESCRIPTION Orange SafetyT-Ghirt Small Orange Safety T- Shirt Medium Orange Safety T-Shirt Large Orange SafotyT- Shirt XL Orange SafetyT- Shirt XXL Orange SofetyT- Shirt XXXL Yellow Safety T- Shirt Small Yellow Safety T- Shirt Medium Yellow Safety T- Shirt Largo Yellow Safety T'Shirt XL Yellow Safety T- Shirt XXL Yellow Safety T-Shirt ><X>(L Hi'Vio Yellow Pullover Sweatshirt Small Hi'VieYellow Pullover Sweatshirt Medium Hi -Via Yellow Pullover Sweatshirt Large Hi4/iaYe||ovv Pullover Sweatshirt XL Hi-VisYe||ow Pullover Sweatshirt XXL Hi-Vis Yellow Pullover Sweatshirt )<XXL Yellow Hi-Vis Raincoat Small Ye||owHi'Vis Raincoat Medium Yellow Hi -Via Raincoat Large Yellow Hi -Vie Raincoat XL Yellow Hi -Via RaincoetXXL Yellow Hi-Viu Raincoat XXXL ITEM NUMBER MO1OO1 MU102 MO10B MO1UO4 yN01OO5 MU106 KXO1O07 M010O8 yNO1OO9 K8O1O1O K4O1011 MO1O12 MO1013 K401O14 KXU1O15 M01O1S yWU1D17 K4O1U18 M01O10 [W0103O K401O21 MO1022 M01O23 M01024 TOTAL SALES PRICE $ 24.21 $ 24.21 $ 24.21 $ 2431 $ 27.84 $ 27-84 $ 24.21 $ 24.21 $ 24.21 $ 24.21 $ 27.84 $ 27.84 $ 48.43 $ 48.43 $ 48.43 $ 48.43 $ 53.28 $ 5328 $ 66.60 $ 66.60 $ 66.60 $ 66.60 $ 70.23 $ 70.23 I� CONFIDENTIAL GBIIILY:. f?ENTALS SALES PRICING EFFECTIVE 1/1/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Orange Long Sleeved T- Shirt Small M01031 Orange Long Sleeved T- Shirt Medium M01032 Orange Long Sleeved T- Shirt Large M01033 Orange Long Sleeved T-Shirt XL M01034 Orange Long Sleeved T- Shirt XXL M01035 Orange Long Sleeved T- Shirt XXXL M01037 Yellow Long Sleeved T-Shirt Small M01038 Yellow Long Sleeved T- Shirt Medium M01039 Yellow Long Sleeved T- Shirt Large M01040 Yellow Long Sleeved T- Shirt XL M01041 Yellow Long Sleeved T- Shirt XXL M01042 Yellow Long Sleeved T- Shirt XXXL M01043 Soft Shell Jacket -Small M01044 Soft Shell Jacket -Medium M01045 Soft Shell Jacket -Large M01046 Soft Shell Jacket -XL M01047 Soft Shell Jacket-XXL M01048 Soft Shell Jacket-XXXL M01049 Soft Shell Jacket XXXXL M01050 Hi-Vis Yellow 1/4 Zip Sweatshirt Medium M01051 Hi-Vis Yellow 1/4 Zip Sweatshirt Large M01052 Hi-Vis Yellow 1/4 Zip Sweatshirt XL M01053 Hi-Vis Yellow 1/4 Zip Sweatshirt XXL M01054 BNB Grey Hooded Sweatshirt Small M01055 BNB Grey Hooded Sweatshirt Medium M01056 TOTAL SALES PRICE $ 36.32 $ 36.32 $ 36.32 $ 36.32 $ 39.95 $ 39.95 $ 36.32 $ 36.32 $ 36.32 $ 36.32 $ 39.95 $ 39.95 $ 96.88 $ 96.88 $ 96.88 $ 96.88 $ 102.93 $ 102.93 $ 102.93 $ 60.54 $ 60.54 $ 60.54 $ 64.18 $ 42.38 $ 42.38 PAGE: 2 of 12 PRINTED: 12/20/2018 CONFIDENTIAL GJ?IZZI Y!= F;�>F " T/N, LS SALES PRICING EFFECTIVE 1,/1/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER BNB Grey Hooded Sweatshirt Large N01057 BNB Grey Hooded Sweatshirt XL M01058 BNB Grey Hooded Sweatshirt XXL [W01058 BNB Grey Hooded Sweatshirt XXXL K401060 BNB Red Hooded Sweatshirt Small M01061 BNB Red Hooded Sweatshirt Medium K401062 BNB Red Hooded Sweatshirt Lorge K801063 BNB Red Hooded Sweatshirt XL M01064 BNB Red Hooded Sweatshirt XXL K401065 BNB Red Hooded Sweatshirt XXXL K401066 Hi4/isOrange Pullover Sweatshirt Small M81087 Hi-VioOrange Pullover Sweatshirt [Wed M01088 Hi4/iaOrange Pullover Sweatshirt Large K401069 Hi4/iaOrange Pullover Sweatshirt XL M01070 Hi'VioOrange Pullover Sweatshirt XXL K401071 Hi4/ioOrange Pullover Sweatshirt XXXL M01072 Hi'VieYe||nw 1/4Zip Sweatshirt Small K401073 Hi-Vin Yellow 1/4Zip SwaatahirtXXXL M01074 BNB Red BNB Hooded Sweatshirt XXXXL K401075 Shirt L/S HiVieOrange Small M01076 Shirt L/S Hi Vio Orange Medium K801077 Shirt L/S Hi Vio Orange Large yW01078 Shirt L/S Hi Vis Orange XL [N01078 Shirt L/S Hi Vie 0rangeXXL yW01080 Shirt L/S Hi Via Orange XXXL K101881 TOTAL SALES PRICE $ 42.38 $ 42.38 $ 44.88 $ 44.80 $ 42.38 $ 42.38 $ 42.38 8 42.38 $ 42.38 $ 42.38 $ 48.43 $ 48.43 $ 48.43 $ 48.43 $ 53.28 $ 53.28 8 60.54 $ 64.18 $ 42.38 $ 33.90 $ 33.90 $ 33.90 $ 33.90 $ 37.53 $ 37.53 PAGE: 3of12 PRINTED: 12/20/018 CONFIDENTIAL GIIIZZI Yi= SALES PRICING EFFECTIVE I/l/19-12/31/19 Jacket, Four in Jacket, Four in Jacket, Four in Jacket, Four in Jacket, Four in Jacket, Four in ITEM DESCRIPTION One Reversible Small One Reversible Medium One Reversible Large One Reversible )<L One Revemib|mXXL One Reversible XXXL Jacket, Hi-VisRaincoat HellyHansen Small Jacket, Hi-VioRaincoat HeUyHansen Medium Jacket, Hi -Via Raincoat He||yHansen Large Jacket, Hi-VisRaincoat Ho||yHansen XL Jacket, Hi4/iaRaincoat He||yHansen XXL Orange Safety Vest Small Orange Safety Vest Medium Orange Safety Vest Large Orange Safety Vest XL Orange Safety Vest XXL Orange Safety Vest XXXL Nitri|eDisposable Gloves Small Nitri|mDisposable Gloves Medium Nitri|eDisposable Gloves Large Nitri|mDisposable Gloves XL Atlas Winter Gloves Small Atlas Winter Gloves Medium Atlas Winter Gloves Large Atlas Winter Gloves XL ITEM NUMBER M8100 M01080 M0100 MU1OQ1 K4O10Q2 M01OA3 MO1094 K4O1OQ5 MO108G M01097 M010S8 MU2OO1 M020[Q yWO20U3 K8O20O4 M82005 M0200G K403005 W1O30OG K4O3O07 yWO3008 [W03013 W1O3014 K8U3O15 K4O301G TOTAL SALES PRICE $ 7ZS5 o 72.65 $ 72.65 $ 72.65 $ 72.86 $ 72.65 8 96.88 $ 96.88 $ 96.88 $ 102.93 $ 102.93 $ 27.24 $ 27.24 $ 27.24 $ 27.24 $ 26.63 $ 26.63 � $ 10.42 � $ 10.42 � $ 10.42 $ 10.42 � $ 6.04 $ S�04 � $ 6.04 $ 6.04 | _ �� CCNFI0INTIAL GRII1L Y= F E NTALS SALES PRICING EFFECTIVE 1/1/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Concrete Rubber Gloves Small M03021 Concrete Rubber Gloves Medium M03022 Concrete Rubber Gloves Large M03023 Concrete Rubber Gloves XL M03024 Cut Level 3 Gloves Small M03025 Cut Level 3 Gloves Medium M03026 Cut Level 3 Gloves Large M03027 Cut Level 3 Gloves XL M03028 Lens Cleaning Station M04001 Over the Glasses Safety Glasses M04006 Nemesis Safety Glasses Yellow M04008 Nemesis Safety Glasses Clear M04009 Nemesis Safety Glasses Smoke M04010 Nemesis Safety Glasses Blue M04011 Pre -Moistened Lens Cleaning Towel M04012 Sideshields M04013 Dual Eye Wash Station M05001 SDS Binder M05002 First Aid Box - 4 Shelf M05003 First Response Kit M05004 Bloodborne Pathogens Kit M05005 Eyesaline Replacement Bottles M05007 SDS Center Holder M05009 Trauma Kit M05010 Right to know Poster M06001 TOTAL SALES PRICE $ 6.30 $ 6.30 $ 6.30 $ 6.30 $ 14.52 $ 14.52 $ 14.52 $ 14.52 $ 13.31 $ 7.86 $ 8.47 $ 8.47 $ 8.47 $ 8.47 $ 12.10 $ 5.01 $ 46.01 $ 36.32 $ 241.01 $ 108.99 $ 60.54 $ 15.73 $ 96.88 $ 290.65 $ 48.43 PAGE: 5 of 12 PRINTED: 12/20/2018 CONFIDENTIAL Gflhlll Yt SALES PRICING EFFECTIVE 1/1/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Stretch & Extend Poster M06002 2' x 2' BNB Entrance Sign M06003 4' x 4' BNB Sign M06004 4' x 8' BNB Sign M06005 2' x 3' Job Safety Sign M06006 Fire Extinguisher Sign M06009 PPE Safety Sign M06010 2' x 3' Construction Area Sign M06011 10" x 14" Danger Construction Area M06012 2'x4' BNB Sign M06013 Fence Screen - BNB M06015 Fence Screen - Blank M06016 Fence Screen - Slogan M06017 Ear Plugs M07001 BNB Hardhats M07002 Dust Mask M07003 Caution Tape M07004 Kevlar Demo Sleeves 14" M07005 Kevlar Demo Sleeves 18" M07006 Spill Kit-20 gallon Oil Only M07007 BNB Hardhats-Full Brim M07008 Oil Absorbent Pads M07009 Face Shield Frame M07010 Tyvek Suits M07011 Faceshield Wire Mesh Screen M07012 TOTAL SALES PRICE $ 66.60 $ 181.65 $ 302.76 $ 787.20 $ 145.32 $ 10.89 $ 121.10 $ 121.10 $ 11.70 $ 242.21 $ 181.65 $ 181.65 $ 181.65 $ 48.43 $ 30.27 $ 24.21 $ 12.10 $ 6.04 $ 6.23 $ 181.65 $ 42.38 $ 0.96 $ 10.89 $ 6.04 $ 18.15 i PAGE: 6 of 12 PRINTED: 12/20/2018 CONFIDENTIAL GRIZZI V4" sea � SALES PRICING EFFECTIVE 1/1/1Q-12/31/1A ITEM DESCRIPTION ITEM NUMBER Lock Out Tag Out Kit M0013 ReberCapo M07015 Air Horn M07818 Fooeehie|dC|ear W107019 H20Response Kit K407021 Rite -In -Rain Book K407028 Pre Filters for NegAir K408001 HEPAFilter 24"x24^x11.5" M08003 Carbon Filter for NegAir 12"x12" K408006 Alto 12ga|Bags M08006 Secondary Pleated Filters 24 M08025 HEPAVac Replacement Filter 24 K408026 1otStage PreFi|ter1Sx18x1 K808035 2ndStage Prefilter 1Gx1Gx2 M08036 Dri-EozHEP/\Filter 1Gx1A M08037 Viaqueen20'x100'Smi|Clear M09001 Reinforced Viaqueen2O'x1OO' M89002 Fire Retardant Viaqueen30'x1UO' M08003 Fire Retardant Reinforced Vimq M09004 Painter's Plastic 9'x4OO' yW09005 White ConoxBoard yW09006 Sawza||Blades G"Wood M10001 Sawza||Blades R'Mmta| M1UOO2 Sawza||Blades S"Wood K410003 Sowza||Blades 8"Metal [W100O4 =° � I� TOTAL SALES PRICE $ 121.10 $ 2.17 $ 1&37 $ 12.10 $ 920.42 $ 39.95 $ 4.83 8 181.65 8 38.32 $ 13.31 $ 6.55 $ 161.68 8 17.55 $ 7.97 $ 242.21 $ 108.99 $ 181.65 $ 145.32 $ 362.09 $ 19.37 $ 2179 $ 4.04 $ 3.62 $ 8.47 $ 5.44 CONFIDENTIAL G1 I IZZI Y,�",, SALES PRICING EFFECTIVE I/l/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER SowzaUBlades 12"Wood M10005 SavzcaUBlades 12"Metal K41O00G yW000nito1/8'x4'x8' M10007 14"Diamond Blade K410U08 Cutoff Wheels M1000A Demo Saw Blade 14" K810010 SkiUuavvReplacement Blade 71/4 M10012 Poly Tubing 12" K410013 Porta'BendReplacement Blade M10014 Flex Duct 12"x25"Disposable M10015 41/2''Diamond Blade K410016 5"Diamond Grinding Cup -Single M10O22 Diamond Blade 71/4"'Hand Saw K410028 White T-Shirt Rags- 25|bbox M1O030 Dust Mop Treatment M10032 Tire Wire yW10034 Razor Scraper Blades 8" M10035 Ellis Shoe Spring K810036 UpoideDownPaint-Rod K810040 UpaideDownPaint-Onange M18O41 Upside Down Paint- Green K41OO42 UpaideDownPaint-Pink PW10043 UpeideOownPaint-Ye||ow PW10O44 UpoideDovvnPeint-C|aar K810045 SIDS Plus 1/4"x8"Bit yW1OU46 TOTAL SALES PRICE $ 12.10 $ 7.25 $ 15.73 $ 241.01 $ 3.62 $ 15.73 $ 12]O $ O�22 $ 12.10 $ 38.32 $ 36.32 $ 160.54 $ 185.02 $ 66.60 $ 16.34 $ 6.86 $ 39.89 $ 322 $ 6.03 $ 6.03 $ 6.03 $ 6.83 $ 6.03 $ 6.83 $ 11.35 CONFIDENTIAL Gfl1ZZ1Y,,= SALES PRICING EFFECT\VE1/1/1Q42/31/1Q ITEM DESCRIPTION ITEM NUMBER SIDS Plus 1/2"x6" Bit K41OO48 SIDS Plus 1/2"x12"Bit K410049 SIDS Plus 5/8"x6" Bit M10050 SIDS Plus 5/8"xQp Bit K41O051 SIDS Plus 5/8^x 12" K418052 SIDS Max 3/4'x21^ [W1OOG3 Gas Can 5ga| K410067 Diesel Gas Can 5ga| K410068 Drywall Dustless Tool Replacement K810068 Replacement Blades for Utility K41O071 Magnetic Bit Holder 1/4"X3" PW1OO74 Phillips Bit #1 W110075 Phillips Bit #2 M10076 Phillips Bit #3 M10077 Saw Blade 10" M10078 Saw Blade 12" M10079 1/4"x12"SIDS Plus Bit M10083 Banding - Steel Strapping 3/4" K410084 3/4"Banding Clips -10OOpk [W10O85 1/4"x60O'Poly Rope K410086 UpeideDownPaint-VVhib* yW10O87 Upside Down Paint 'Blue K410088 Featoo|Granatpad RO-32Ogrit, 25pack K810096 Shirt S/SSnag Res Yellow Small M10140 Shirt S/SSnag Res Yellow Medium M10141 � TOTAL SALES PRICE 20.32 35.29 21.52 24.51 48.48 89.34 54.49 54.49 1277 2767 9.26 0.84 0.86 0.88 54.49 72.65 18.15 230.10 36.32 36.32 6.04 6.03 00.82 26.63 26.63 | CONFIDENTIAL GRIIILY I? E NTA. LS SALES PRICING EFFECTIVE 1/1/19-12/31/19 Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag Shirt S/S Snag ITEM DESCRIPTION Res Yellow Large Res Yellow XL Res Yellow XXL Res Yellow XXXL Res Orange SM Res Orange Medium Res Orange Large Res Orange XL Res Orange XXL Res Orange XXXL 50' Extension Cord 100' Extension Cord GFCI Adapter Ergodyne Squids Tie Hooks GFCI & Circuit Tester Fluorescent Recycling Box 4' Fluorescent Recycling Box 8' Pocket Voltage Detector- GT12 Cord Adapter W Twist Lock Adapter HH to TL Carpet Mask 36"x 200' Tacky Mat 24"x 36" Clean Stride Mat Floor Sweep- Wax Base Trash Bags- 42ga1 ITEM NUMBER M10142 M10143 M10144 M10145 M10146 M10147 M10148 M10149 M10150 M10151 M11001 M11002 M11003 M 11004 M11006 M11009 M11010 M11011 M11013 M11014 M12001 M12002 M12003 M12004 M12005 i TOTAL SALES PRICE $ 26.63 $ 26.63 $ 30.27 $ 30.27 $ 26.63 $ 26.63 $ 26.63 $ 26.63 $ 30.27 $ 30.27 $ 48.43 $ 115.04 $ 36.32 $ 6.04 $ 337.31 $ 106.08 $ 145.08 $ 41.17 $ 28.97 $ 11.66 $ 78.71 $ 72.65 $ 111.86 $ 39.61 $ 29.94 PAGE: 10 of 12 PRINTED: 12/20/2018 CONFIDENTIAL GRIZZLY: SALES PRICING EFFECTIVE 1/1/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Booties- Anti -Skid M12006 Scoop Shovel M12007 Trash Cans M12008 Ram Board M12009 Dust Mop M12010 House Broom M12011 Push Broom 36" - Finish M12012 Push Broom 24" - Finish M12013 Push Broom 24" - Stiff M12014 Dust Pan 12" M12015 Hole Covers Adjustable 2" to 5" M12016 Lumber Wrap 8'x 300' M12018 Boot Brush M12019 Long Handle Shovel- Square M12020 Long Handle Shovel- Round M12021 Short Handle Shovel- Square M12022 Drain Guard M12028 Green Sweep (Wax Base) 125# Drum M12029 Plastic Scoop 2 Quart M12032 Ice Melt 40 LB pail M12033 Temp Zip Door Opening 3" M13001 Polygrabber M13004 Danger Tape M14001 Duct Tape M14002 Blue Masking Tape 2x 60yd M14003 TOTAL SALES PRICE $ 56.13 $ 52.07 $ 76.95 $ 102.91 $ 76.84 3 $ 20.02 $ 48.43 $ 42.38 $ 36.32 $ 16.70 $ 19.73 $ 460.97 $ 74.75 $ 44.85 $ 44.85 $ 23.11 $ 71.81 $ 145.32 $ 8.48 $ 33.31 $ 20.58 $ 3.62 $ 9.68 $ 9.85 $ 10.54 PAGE: 11 of 12 PRINTED: 12/20/2018 CONFIDENTIAL GflhiZL Y: SALES PRICING EFFECTIVE 1/1/19-12/31/19 ITEM DESCRIPTION ITEM NUMBER Vinyl Tape 2" M14004 Duct Tape 3" M14005 Mold Instant Test Kit M17002 Chapin Spray Can 3.5gal M18001 Neutralite Safety Kit M18002 Submersible Pump M19001 Sprinkler Head Wedges M19004 Fire Sprinkler Shut Off Tool M19005 Flagging Markers 50' M19006 Case of Bottled Water M20001 Master Locks M21001 500 Watt Task Light M22009 Wash Master "The Juice" M22010 Chop Saw Blade M22012 1 1/4" PIN HILTI M22017 PAT RED LOAD HILTI M22020 BNB Hats M99001 BNB Patch Hat S/M M99004 BNB Patch Hat L/XL M99005 BNB Black on Black Hat S/M M99006 BNB Black on Black Hat L/XL M99007 BNB Beanie Charcoal M99008 Micro Foam Full Dip Nitrile Gloves Large TBD Micro Foam Full Dip Nitrile Gloves XL TBD Safety, Beam Strap TBD TOTAL SALES PRICE $ 11.83 $ 17.91 $ 40.54 $ 200.10 $ 49.90 $ 225.87 $ 9.98 $ 164.27 $ 14.97 $ 9.43 $ 18.63 $ 21.02 $ 16.05 $ 5.46 $ 54.44 $ 53.29 $ 24.21 $ 24.21 $ 24.21 $ 24.21 $ 24.21 $ 18.15 $ 4.71 $ 4.71 $ 60.54 PAGE: 12 of 12 PRINTED: 12/20/2018 18-049 (d) Council Approval 3/25/19 Init. t 1 Guaranteed Maximum Price Amendment for the following PROJECT: (Name and address or location) Tukwila Justice Center Tukwila WA This Amendment is for the following bid package scopes only: 02.41 Demolition & Abatement; 03.00 Foundations/Structures/Waterproofing; 31.00 Earthwork & Utilities THE OWNER: (Name, legal status and address) City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 THE CONSTRUCTION MANAGER: (Name, legal status and address) BNBuilders, Inc. 2601 Fourth Ave Suite 350 Seattle, WA 98121 TM ARTICLE A.1 § A.1.1 Total Contract Cost Pursuant to Section 2.2 of the Agreement, the Owner and Construction Manager hereby amend the Agreement to establish a Maximum Allowable Construction Cost (MACC), Total Contract Cost (TCC) and terms governing a specified scope of work related to (a) the following bid packages at the Justice Center: 02.41 Demo & Abatement; 03.00 Foundations/Structures/Waterproofing; 31.00 Earthwork & Utilities; (b) a limited notice to proceed for engineering and submittals and shop drawings for long lead items including elevators, fire protection, mechanical, and electrical; and (c) providing an allowance for shoring work in areas of contaminated soils excavation and disposal of contaminated groundwater (collectively, the "Fourth Amendment Scope"). The Work required by the Fourth Amendment Scope is further described in the BNBuilders Bid Packages, which are identified in Exhibit A and incorporated herein by this reference. As agreed by the Owner and Construction Manager, the Total Contract Cost is an amount that the Contract Sum shall not exceed. The Total Contract Cost consists of the MACC (including the Construction Cost, Negotiated Support Services, and MACC Contingency); the Fixed Fee; the Fixed Amount for Specified General Conditions work; and applicable Washington State sales tax (although the TCC for this Fourth Amendment does not include WSST). § A.1.1.1 The Total Contract Cost for the Fourth Amendment Scope, excluding Washington State Sales Tax, is guaranteed by the Construction Manager not to exceed Ten Million Eight Hundred Ninety -Four Thousand Four Hundred Fifty -Eight Dollars ($ 10,894,458 ), t ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201 TM-2007, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARIPONG: This Algid" Document is protected by W.V.A. Copyright Law anti lunternatiiona l Treaties„ e : Unauthorized reproduction or distribution of thus Anal"' 1Doaaiumeint, or any 1 portion of it, may result insevere civiland criminal penalties. and will be prosecuted to the maximum extent (possible under the lsw. This document was produced by AIA software at 17:42:55 ET on 02/25/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale User Notes: (961234549) Init. t subject to additions and deductions by Change Order as provided in the Contract Documents. § A.1.1.2 Itemized Statement of the Total Contract Cost. Provided below is an itemized statement of the Fourth Amendment Scope organized by its component parts: Specified General Conditions Maximum Allowable Construction Contract (MACC) Construction Total* Negotiated...Su Support Services (NSS) Negotiated pp° MACC Contingencyy__ 2.5% GC/CM Fixed Fee @ 5% (Fee is not allowed on the Specified General Conditions, or Preconstruction Allowance) TOTAL CONTRACTCTCOST (Excluding WSST) (Paragraphs deleted) *Breakdown of Construction Total 02.41 Demo & Abatement 03.00 ounda dons/Structures/Water roofin 31.00 Earthwork & Utilities .... ..._. Authorization for Limited NTPs for or S Submittals/Engineering Allowance for Shoring and Contaminated Groundwater Direct Construction Cost Total $248,633 $9,675,705 $221,283 $241,893 $506,944 $10,894,458 $192,995 $4,288,300 $4,874,410 $250,000 $70,000..... $9,6 75,705 705" § A.1.1.2.1 The Preconstruction Services NTE Limit, as previously agreed to by the parties, is: To be stated in the GMP Amendment for the full scope of the Work. § A.1.1.3 The Total Contract Cost for the Fourth Amendment Scope is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the Contract Documents permit the Owner to accept other alternates subsequent to the execution of this Amendment, attach a schedule of such other alternates showing the amount for each and the date when the amount expires.) Not applicable. § A.1.1.4 Allowances included in the Total Contract Cost, if any: (Identify allowance and state exclusions, if any, from the allowance price.) As shown in the Bid Documents and Addenda 1 through 2 (if any), and as follows: Item Price ($0.00) Temporary shoring where required by $70,000 contaminated soils excavation and disposal of contaminated groundwater according to applicable government requirements § A.1.1.5 Assumptions, if any, on which the Total Contract Cost is based: Not applicable. § A.1.1.6 The Total Contract Cost is based upon the following General Conditions: AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNiNED This AIIA"' Document its, Iprotectert by"° Copyright "u. tr rrzed reproduction or distribution oft is MAD Document, ent, or any 2 ILLS,, G...awau°upllirutau°ouat0eumall 'Treaties, Uinta poirboun of it may remelt in severe Merl and euminimlinad pE iruatties, and wiii he prosecuted to the maximum extent Ipoasiilblie minder the km, This document was produced by AIA software at 17:42:55 ET on 02/25/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (961234549) Init. AIA Document A2O1 — 2007, General Conditions of the Contract for Construction, as modified (Table deleted) § A.1.1.7 The Total Contract Cost is based upon the following Specifications: (Either list the Specifications here, or refer to an exhibit attached to this Agreement.) Volumes 1 through 3 issued by DLR Group dated 1/21/19, plus Addenda 1 through 2. Section See above Title Date Pages § A.1.1.8 The Total Contract Cost is based upon the following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this Agreement.) Volumes 1 through 3 issued by DLR Group dated 1/21/19, plus Addenda 1 through 2. Number Title Date See above § A.1.1.9 The Total Contract Cost is based upon the following other documents and information: (List any other documents or information here, or refer to an exhibit attached to this Agreement.) Bid Package 02.41: Demolition & Abatement and Topographical Survey (see Exhibit A) Bid Package 03.00: Foundations/Structures/Waterproofing (see Exhibit A) Bid Package 31.00: Earthwork & Utilities (see Exhibit A) Addendum #1 dated 2/8/19 Addendum #2 dated 2/19/19 ARTICLE A.2 § A.2.1 Substantial Completion Dates The required date for Substantial Completion of the Fourth Amendment Scope established by this Amendment: Not applicable. The expected completion date for the Fourth Amendment Scope is November 8, 2019, but this is not a trigger date for liquidated damages. The currenily anticipated Substantial Completion date for the entire project is September 29, 2020. § A.2.2 Physical Completion Dates The required date for Physical Completion of the Fourth Amendment Scope established by this Amendment: Not applicable. § A.2.3 Final Completion Dates The required date for Final Completion of the Fourth Amendment Scope established by this Amendment: Not applicable. § A.2.4 Construction Schedule See Addendum #2 dated 2/19/19. ARTICLE A.3 Key Personnel The following named key personnel shall remain assigned for the duration of the Project unless otherwise agreed to in writing by Owner: Project Manager: Geri Urbas Project Superintendent: Tim Waters AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. ARMING: G: Thus AIIA'u Dectesreiru by U S. Copyright Law and Iintcrn�:ia�tionel Treaties Uunaau'tlhaauused reproduction or distribution of this AIIA", Document, or any t Os protected portion of if may recall.. On severe ciivb and crVu7rwliirniie perisitOn, and WTI be prosecuted to the maximum extent prossibie under the Om, This document was produced by AIA software at 17:42:55 ET on 02/25/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (961234549) Init. Project Engineer: Jeff Clark ARTICLE A.4 Contract Summary Document Description Effective Date 8/7/18 Original Contract Amend. No. 1 8/7/18 Amend. No. 2 Amend No. 3 Amend. No. 4 OWNER (Signature) Preconstruction Services NTE Total Contract Cost (excl. WSST $240,000 Revises language in the Agreement at A133 Section 2.3.11.2 and A201 Section 3.90 Ad ds JC-9 Early Abatement and Demolition n Scompe Adds JC-8 Early Abatement and Demolition Scope Adds Bid Packages 02.41 Demo & Abatement; 03.00 Foundations/Structures/Waterproofing; 31.00 Earthwork & Utilities; authorizes limited NTP for submittals and engineering and icnludes allowance for shoring and contanminated groundwater Total Contract Cost Released to date (excl. WSST) Allan Ekberg, Mayor, City of Tukwila (Printed name and title) CONSTRUCTION MANAGER (Signature) ,.. Jkwu (Printed dame and ititle) n/a $122,337 $150,091 $10,894,458 $11,406,886 AIA Document A133TM — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING, This MAT' t any 4 Ntna:uuiru°ue.eirD is protected by tD S. Copyright Law and Doetau ueatiicmnuall Treaties, aliaa.r,, gDun aaatRre+wa Daad reproduction or distribution of this A0,4® Document, or portion of lit, irinay a asulR in .severe and criminal penalties, and w© be turosecutstd to the maximum extent possible under the Daw. This document was produced by AIA software at 17:42:55 ET on 02/25/2019 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (961234549) EXHIBIT A Bid Package 02.41 02.41 03.00 31.00 Description Demolition & Abatement Demolition & Abatement Topographical Survey Foundations/Structures/Waterproofing Earthwork & Utilities Date Issued 1/31/19 12/5/18 (Topo Update) 2/1/19 1/31/19 {AET1870044.DOCX;1/05720.000002/ } Init. 16AWARAP 18-049(c) Council Approval 12/10/18 AIA Document AI33TM - 2009 Exhibit A Guaranteed Maximum Price Amendment for the following PROJECT: (Name and address or location) Tukwila Justice Center Tukwila WA JC-8 Early Abatement and Demolition Scope THE OWNER: (Name, legal status and address) City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 THE CONSTRUCTION MANAGER: (Name, legal status and address) BNBuilders, Inc. 2601 Fourth Ave Suite 350 Seattle, WA 98121 ARTICLE A.1 § A.1.1 Total Contract Cost Pursuant to Section 2.2 of the Agreement, the Owner and Constniction Manager hereby amend the Agreement to establish a Maximum Allowable Construction Cost (MACC), Total Contract Cost (TCC) and terms governing a specified scope of work related to early abatement and demolition of two buildings on the JC-8 parcel, which is one of several parcels for the future Justice Center ("JC-8 Early Abatement and Demolition Scope"). The Work required by the JC-8 Early Abatement and Demolition Scope is further described in the BNBuilders Building System Summary attached hereto as Exhibit A and the Site Plan attached hereto as Exhibit B, both of which are incorporated by this reference. As agreed by the Owner and Construction Manager, the Total Contract Cost is an amount that the Contract Sum shall not exceed. The Total Contract Cost consists of the MACC (including the Construction Cost, Negotiated Support Services, and MACC Contingency); the Fixed Fee; the Fixed Amount for Specified General Conditions work; and applicable Washington State sales tax. § A.1.1.1 The Total Contract Cost for the JC-8 Early Abatement and Demolition Scope, including Washington State Sales Tax is guaranteed by the Construction Manager not to exceed One Hundred Sixty -Five Thousand One Hundred Dollars ($ 165,100 ), subject to additions and deductions by Change Order as provided in the Contract Documents. § A.1.1.2 Itemized Statement of the Total Contract Cost. Provided below is an itemized statement of the Total Contract Cost for the JC-8 Early Abatement and Demolition Scope organized by its component parts: ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed, A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification, AIA Document A201m-2007, General Conditions of the Contract for Construction, is adopted in this document by reference, Do not use with other general conditions unless this document is modified. AIA Document A133T" — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA Document is protected by U.S. Copyright Law and international Treaties, Unauthorized reproduction or distribution of this AIA'' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 17:17:57 ET on 11/29/2018 under Order No.2264341377 which expires on 08/30/2019, and is not for resale, User Notes: (1868788844) Init. Specified General Conditions $26,999 Maximum Allowable Construction Contract (MACC) Construction Total $105,824 Negotiated Support Services (NSS) $8,761 MACC Contingency @ 2.5% $2,646 GC/CM Fixed Fee @ 5% (Fee is not allowed on the Specified General Conditions, or Preconstruction Allowance) $5,862 TOTAL CONTRACT COST (Excluding WSST) $150,091 Washington State Sales Tax $15,009 Sum $165,100 (Paragraphs deleted) § A.1.1.2.1 The Preconstruction Services NTE Limit, as previously agreed to by the parties, is: To be stated in the GMP Amendment for the full scope of the Work. § A.1.1.3 The Total Contract Cost for the JC-8 Early Abatement and Demolition Scope is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the Contract Documents permit the Owner to accept other alternates subsequent to the execution of this Amendnzent, attach a schedule of such other alternates showing the amount for each and the date when the amount expires.) Not applicable. § A.1.1.4 Allowances included in the Total Contract Cost, if any: (Identift allowance and state exclusions, if any, from the allowance price. Item Price ($0.00) Not applicable. Not applicable. § A.1.1.5 Assumptions, if any, on which the Total Contract Cost is based: Not applicable. § A.1.1.6 The Total Contract Cost is based upon the following General Conditions: NIA Document A201 — 2007, General Conditions of the Contract for Construction, as modified (Table deleted) § A.1.1.7 The Total Contract Cost is based upon the following Specifications: (Either list the Specifications here, or refer to an exhibit attached to this Agreement.) Not applicable. Section Title Date Pages § A.1.1.8 The Total Contract Cost is based upon the following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this Agreement.) Not applicable. Number Title Date § A.1.1.9 The Total Contract Cost is based upon the following other documents and information: (List any other documents or information here, or refer to an exhibit attached lo this Agreement.) AIA Document A133Tm — 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AIA,' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 17:17:57 ET on 11/29/2018 under Order No.2264341377 which expires on 08/30/2019, and is not for resale. User Notes: (1868788844) Init. Exhibit A: BNBuilders Building System Summary Exhibit B: Site Plan ARTICLE A.2 § A.2.1 Substantial Completion Dates The required date for Substantial Completion of the JC-8 Early Abatement and Demolition Scope established by this Amendment: 60 calendar days from issuance by the Owner of the Notice to Proceed for the JC-8 Early Abatement and Demolition Scope § A.2.2 Physical Completion Dates The required date for Physical Completion of the JC-8 Early Abatement and Demolition Scope established by this Amendment: Not applicable. § A.2.3 Final Completion Dates The required date for Final Completion of the JC-8 Early Abatement and Demolition Scope established by this Amendment: Not applicable. § A.2.4 Construction Schedule Not applicable (See Section A.2.1 above). ARTICLE A.3 Key Personnel The following named key personnel shall remain assigned for the duration of the Project unless otherwise agreed to in writing by Owner: Project Manager: Geri Urbas Project Superintendent: Davicteantrell— ff/iful Project Engineer: To be assigned. OWNER (Signature) (Printed name and title) 1 2_ (Printed name and title) AIA Document A133r" — 2009 Exhibit A. Copyright 0 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA'' Document is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AIA 'Y Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 17:17:57 ET on 11/29/2018 under Order No.2264341377 which expires on 08/30/2019, and is not for resale, User Notes: (1868788844) PROJECT: JUSTICE CENTER OWNER: CITY OFTUKNILA ARCHITECT: DLRGROUP RIGINVOMMONOW n, A10 Foundations A20Basement Construction B10-Superstructure B20 Exterior Enclosure 830-Roofing C1O-Interior Construction C20-Stairs � C30' Interior Finishes D10 Conveying D20 Plumbing D3U HyAC D4O-Fire Protection DsU-Beothoa| E10 Equipment E20 Furnishings F10Special Construction F20 Selective Building Demo (Abatement Only) G10 Site Preparation (Includes Bldg Removal) G20 Site Improvements G30 Site K4echUtilities G40 Site EleoUtilities ' GSO Other Site Construction Direct Construction Costs (DCC) Design / Estimating Contingency Escalation Negotiated Support Services Trade Package Bonds (See Sub Plan) MACCContingency (%'DCC+Des + Esc +TP) Maximum Allowable Construction Cost (MACC) Specified General Conditions Specified General Conditions Specified General Conditions GC/CM Performance & Payment Bond BNB Insurances B&OTaxeo PraconatruoUnnSemicao Total Contract Costs (TCC) Washington State Sales Tax Guaranteed Maximum Price (GMP) ��|�"|��~���� ��"^������� Summary ^~.~..~~^,.�� ~~�=~~,- ESTIMATE TYPE: EARLY WORK ISSUE DATE: 11/29/2018 JC-8 Early Bldg Demo (Dec "I 8/Jan '19) O0 $ - $ $ $ _ - �0� O �' $ - $ $ - O $ - 8; - - ' O$ - $ $ O$ - $ $ 0$ $ $ - V$ - $ - $ - U$ - $ $ ' O$ $ $ - 0 $ - $ - {) $ $ $ U $ $ - 0$ - $ $ - O$ - $ - $ _ O$ - $ ' 21/424 $ 0,50 $ 0.50 ' 10,804 21,424 $ 4.44 $ 4A4 $ 95,020 0$ - $ - $ 0$ $ $ U$ $ - $ - 8$105,824 NOT APPLICABLE $ NOT APPLICABLE $ SEE EST DETAIL $ 8781 NOT APPLICABLE $ 5.00% $ 5.862 (AS -BID) 0 (JC-8 Eady $ 26,999 Add1MACCValue $ ' |ndudedw/Fee' $ - ' |nc|udedw/Fee $ ]no|udadw0Foe $ Owner (Bid)Value $ - 150,091 15,009 7�71�;�r, 21,424 m n L DLR Group Pepect A0.2 SITE PLAN JC-8 BUILDING DEMO 14535 Tukwila International Blvd. Tukwia. WA. 98188 310N ON3931 Architecture Engineering Planning Interiors 1 8-049(b) Council Approval 8/6/18 Init AIA Document Al3 TM 2009 Exhibit A Guaranteed Maximum Price Amendment for the following PROJECT: (Name and address or location) l'ukwila Justice Center Tukwila WA THE OWNER: (Name, legal slams and address) City of Tukwila 6200 Southeenter I3oulevard Tukwila WA 98188 THE CONSTRUCTION MANAGER: (Name, legal minis and address) BNBuilders. Inc. 2601 Fourth Ave Suite 351) Seattle, WA 98121 ARTICLE A.1 § A.1.1 Total Contract Cost Pursuant to Section 2.2 of thc Agreement, the Owner and Construction Manager hereby amend the Agreement to cstahlish a Maximum Allowable Construction Cost (MACC). Total Contract Cost (TCC) and terms governing a specified scope of work related to earl) abatement and demolition of a single nuisance building in the JC-9 parcel, which is onc of several parcels for the future Justice Center (".1C-9 Early Abatement and Demolition Scope"). As agreed hy the 0\\ ner and Construction Manager, the Total Contract Cost is an amount that the Contract Sum shall not exceed. The Total Contract Cost consists of the MA('(' (including the Construction Cost, Negotiated Support Services, and MAC'C' (ontingene)): the Fixed lee, the Fixed Amount foi Specified General Conditions NVork: and applicable Washington State sales tax. § A.1.1.1 The Total Contract Cost for the JC-9 1:arly Abatement and Demolition Scope. including Washington State Sales Tax is guaranteed by the Construction Manager not to exceed One Hundred Ihirty-1 our Thousand Five Ilundred Seventy -One Dollars (S 134.571 ). subject to additions and deductions hy Change Order as provided in the Contract Documents. § A.1.1.2 Itemized Statement of the Total Contract Cost. Provided below is an itemized statement of the Total Contract Cost for the JC-9 Early Abatement and Demolition Scope organized hy its component parts: ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201 'm-2007, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified AIA Document A133T" — 2009 Exhibit A. Copyright 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AA ument Is protected by U.S, Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIN', Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. Ths document was produced by AIA software at 13.20 51 on 07/30/2018 under Order No 3600792784 which expires on 08/30/2018, and is not for resale $ User Notes: Y7- :2 /41((.R310168144) <- Init. Specified General Conditions Maximum Allowable Construction Contract (MACC) Construction Total Negotiated Support Services (NSS) MACC Contingency @ 2.5% GC/CM Fixed Fee @ 5% (Fee is not allowed on the Specified General Conditions, or Preconstruction Allowance) TOTAL CONTRACT COST (Excluding SST) Washington State Sales Tax Sum (Paragraphs deleted) § A.1.1.2.1 The Preconstruction Services NIT, Limit, as previously agreed to by the parties, is: To he stated in the OMP Amendment for the full scope of the Work. $25,818 $83,539 $6,296 $2,088 $4,596 $122,337 $12,234 $134,571 § A.1.1.3 The Total Contract Cost for the .1C-9 Farlv Abatement and Demolition Scope is based on the following alternates, if any, which are described in the Contract Documents and arc hereby accepted by the Owner: (Stale the numbers or other identification ufa cepted alternates lithe Contract Documents permit the Owner to accept other alternates AlthSetple171 10 the execution of this Amendment, attach a schedule of such other alternates showing the amount for each and the date when the amount expires ) Not applicable. § A.1.1.4 Allowances included in the Total Contract Cost, if any: (Icientibi allowW7Ce CII7d ,State exc fusions, if any, from the allowance price.) Item Price ($0.00) Nol applicable, Not applicable. § A.1.1.5 Assumptions. if any. on which the Total Contract Cost is based: Nol applicable, § A.1.1.6 The rota] Contract Cost is based upon the following General Conditions: AIA Document A201 — 2007. General Conditions of the Contract for Construction. as modified (Table deleted) § A.1.1.7 The -Iota! Contract Cost is hased upon the follow ing Specificfaions: (Either list the :Specif)cations here, or refer 10 an exhibit attached to this Agreement) Not applicable. Section Title Date Pages § A.1.1.8 The Total Contract Cost is based upon the following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this .4greement.) Not applicab)e, Number Title Date § A.1,1.9 The Total Contract Cost is based upon the following other documents and information: (List any other documents or information here, or refer to an exhibit attached to this ,4greenient.) AIA Document A133— 2009 Exhibit A. Copyright eti 1991, 2003 end 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIM' Document Is protected by U.S. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AIA ,' Document, or any portion of it, may result in severe cNil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13 20.51 on 07/30/2018 under Order No 3600792784 which expires on 08/30/2018, and is not for resale User Notes: (810168144) Init. See BNBuilders Building System Summary / contract package attached hereto as Exhibit A. ARTICLE A,2 § A.2.1 Substantial Completion Dates The required date for Substantial Completion of the JC-9 Early Abatement and Demolition Scope established by this Amendment: September 14, 2018 § A.2.2 Physical Completion Dates The required date for Physical Completion of the JC-9 Early Abatement and Demolition Scope established by this Amendn-ient; Not applicable, § A.2.3 Final Completion Dates The required date for Final Completion of the JC-9 Early Abatement and Demolition Scope established by this Amendment: Not applicable. § A.2.4 Construction Schedule Construction Manager's Construction Schedule. current as of the date of this Guaranteed Maximum Price Amendment No. 2. is attached* ARTICLE A.3 Key Personnel The following named key personnel shall remain assigned for the duration of the Project unless otherwise agreed to in writing by Owner: Project Manager: Geri Urbas Project Superintendent: David Cantrell Project Engineer: To be assigned. OWNER (Signature) (Printed name and title) CONU ION M AGER (Signature) (Printed name and title) AIA Document A133T" — 2009 Exhibit A. Copyright C 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This Ale Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this MAC Document, or any on of It may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13 20.51 on 07/30/2018 under Order No 3600792784 which expires on 08/30/2018, and is not for resale User Notes: (810168144) EXHIBIT A I. BNBuilders — Building System Summary for JC-9 Early Building Demolition and Tukwila Justice Center Construction Schedule. 2. DLR Group — Architecture/Engineering — Site Plan for Parcel JC-9 Building Demolition. 3. Sound Earth Strategies — Hazardous Building Materials Survey Report for Parcel JC-9 (incorporated by reference). INH1763738.DOCX;1/05720.000002/ 1111H3d OVOCI NO% 443.1 ovea oNiaiine 6-3r Ntrld 311S duammid 6.4.4450,1 1...K4Mt dna° nNiGni .00.0 0.00.000.000...0.0.00.00.0 18-049(a) Council Approval 8/6/18 FIRST AMENDMENT TO AGREEMENT BETWEEN OWNER AND CONSTRUCTION MANAGER FOR TUKWILA JUSTICE CENTER This First Amendment (the "First Amendment"), effective as of Yr t , 2018 (the "Effective Date"), is entered into by and between CITY OF TUKWILA ("Owner"), and BNBUILDERS, INC. ("Contractor"). This First Amendment is an addition to and modifies the AIA Document A133-2009 Standard Form of Agreement Between Owner and Construction Manager for the Tukwila Justice Center, dated 1.14) , 20I, and the AIA Document A201- 2007 General Conditions of the Contract for Construction (collectively, the "Agreement"). This First Amendment incorporates the contractual obligations outlined in the Agreement, and modifies the Agreement as stated below. Unless defined differently herein, all capitalized terms in this First Amendment have the same meaning as in the Agreement. Now for and in consideration of the mutual promises contained herein and other good and valuable consideration, the receipt of which is hereby acknowledged, the parties agree as follows: 1. A133, Section 2.3.11.2. Section 2.3.11.2 of AIA Document A133 is modified as shown below, with the deleted language interlineated (interlineated) and the additional language underlined: § 2.3.11.2 of the Project will make it difficult and unwieldy for the Owner to administer warranty and service to equipment placed in use at Substantial Completion, and will interfere with the ability of the Owner to close its project office and reassign Owner staff, thus causing the Owner to incur unwarranted expense. The parties recognize that the cost to Owner of any seeh delay to Substantial Completion or Physical Completion is difficult to determine, and therefore, the parties have negotiated and agreed that in the event that Construction Manager does not achieve Substantial Completion or Physical Completion or Final Completion of any phase the Project by the dates specified in the Guaranteed Maximum Price Amendment, the Owner shall have the right to elect among the following remedies: 1) continue to allow the Construction Manager to work toward Substantial Completion or Physical Completion and Final Completion, provided that for each day of delay, Construction Manager shall pay to the Owner as liquidated damages, the sum of $2,000 per day until Owner determines that the relevant completion has occurred; and 2) terminate this Agreement and bring action, including without limitation for breach of contract seeking actual damages. The liquidated damages sum shall apply separately to . . be $4,000 per day for each day both phases are delayed. The parties agree that the liquidated damages amount is a reasonable estimate of actual damages and not a penalty. 2. A201, Section 3.9. Section 3.9 of AIA Document A201 and its subparts arc modified as shown below, with the additional language underlined: § 3.9 SUPERINTENDENT AND PROJECT MANAGER § 3.9.1 The Contractor shall employ a competent superintendent and project manager and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent and project manager shall represent the Contractor, and ) giC://011: IAET1754853.DOC;1/05720.000002/ the property damaged. 5. All other terms and conditions of the Agreement remain unchanged and are hereby ratified and confirmed. IN WITNESS WHEREOF, the Parties have executed this First Amendment as of the dates shown below. CITY OF TUKVVILA OWNER (Signature) (Printed name and titi BNBUILDERS, I C. MANAGER (Signatu (Printed name and title) {AET1754853.DOC:1/05720.000002/ 18-049 - -- - - - Council Approval 3/19/18 !AIA Al 33TM2009 Document Standard Form of Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price lAt IMF .2.o lb AGREEMENT made as of the day of in the year (In words, indicate day, month and year.) • BETWEEN the Owner: (Name, legal status and address) City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 and the General Contractor/Construction Manager, which for the purpose of this Agreement is identified as the Construction Manager: (Name, legal status and address) BNBuilders, Inc. 2601 Fourth Ave Suite 350 Seattle, WA 98121 for the following Project: (Name and address or location) Tukwila Justice Center Tukwila WA The Architect: (Name, legal status and address) DLR Group 51 University St Suite 600 Seattle, WA 98101 The Owner's Designated Representative: (Name, address and other information) Ethan Bernau Shiels, Obletz, Johnsen, Inc. 101 Yesler Way ' Suite 606 Seattle, WA 98104Telephone: (206) 838-3705 Email: ethanb@sojsea.com The Construction Manager's Designated Representative: ADDITIONS AND DELETIONS: . The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201Tm-2007, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AIA Document A133TM - 2009 (formerly A1211mCMc - 2003). Copyright ©1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init.WARNING: This AIA, Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Alike . Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) (Name, address and other information) Geri Urbas BNBuilders, Inc. 2601 Fourth Ave Suite 350 Seattle, WA 98121 Telephone: (206) 382-3443 Email: Geri.Urbas@bnbuilders.com The Architect's Designated Representative: (Name, address and other information) Erica Loynd DLR Group 51 University St Suite 600 Seattle, WA 98101 Telephone: (206) 461-6059 Email: eloynd@dlrgroup.com The Owner and Construction Manager agree as follows. AIA Document A133Tf' — 2009 (formerly A121TCMc — 2003). Copyright 0 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 CONSTRUCTION MANAGER'S RESPONSIBILITIES 3 OWNER'S RESPONSIBILITIES 4 COMPENSATION AND PAYMENTS FOR PRECONSTRUCTION PHASE SERVICES 5 COMPENSATION FOR CONSTRUCTION PHASE SERVICES 6 COST OF THE WORK FOR CONSTRUCTION PHASE 7 PAYMENTS FOR CONSTRUCTION PHASE SERVICES 8 INSURANCE AND BONDS 9 DISPUTE RESOLUTION 10 TERMINATION OR SUSPENSION 11 MISCELLANEOUS PROVISIONS 12 SCOPE OF THE AGREEMENT EXHIBIT A GUARANTEED MAXIMUM PRICE AMENDMENT EXHIBIT B CONSTRUCTION MANAGER'S HOURLY RATES EXHIBIT C COST ALLOCATION MATRIX ARTICLE 1 GENERAL PROVISIONS § 1.1 The Contract Documents The Contract Documents consist of this Agreement, the December 11, 2017, Request for Proposals for General Contractor/Construction Manager for the Tukwila Justice Center, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to the execution of this Agreement, other documents listed or described in this Agreement or the General Condition A201-2007 Section 1.1.1, and Modifications issued after execution of this Agreement, all of which form the Contract and are as fully a part of the Contract as if attached to this Agreement or repeated herein. Upon the Owner's acceptance of the Construction Manager's Guaranteed Maximum Price proposal establishing the "Total Contract Cost" ("TCC"), which means the Preconstruction Work Allowance + Maximum Allowable Construction Cost ("MACC") + Fixed Fee + Fixed Amount for Specified General Conditions work + applicable Washington State sales tax, the Contract Documents will also include the Guaranteed Maximum Price Amendment. The Contract Documents form the Contract, which represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. If anything in the other Contract Documents, other than a Modification, is inconsistent with this Agreement, this Agreement shall govern. § 1.2 Relationship of the Parties § 1.2.1 The Construction Manager accepts the relationship of trust and confidence established by this Agreement and covenants with the Owner to cooperate with the Architect through every phase of the Work and exercise the Construction Manager's best skill, efforts, and judgment in furthering the interests of the Owner; to furnish efficient construction administration, management services and supervision; to furnish at all times an adequate supply of workers and materials; and to perform the Work in the best way and most expeditious and economical manner consistent with the Owner's interests. The Owner agrees to furnish or approve, in a timely manner, information required by the Construction Manager and to make payments to the Construction Manager in accordance with the requirements of the Contract Documents. The Construction Manager further recognizes that in order for the Project to be completed on time and within the TCC, the Construction Manager, the Architect and the Owner will have to closely AIA Document AI33TM — 2009 (formerly A121TMCMc — 2003). Copyright @ 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of tills AIA' Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) cooperate on a regular basis to revise plans, drawings, specifications, materials, methods, estimates and budgets as necessary to meet the Owner's financial constraints. § 1.2.2 This Agreement does not make the Construction Manager the agent or legal representative of the Owner for any purpose whatsoever, and the relationship of the Construction Manager to the Owner by reason of this Agreement shall be that of an independent contractor. The Construction Manager is not granted any express or implied right or authority to assume or create any obligation or responsibility on behalf of or in the name of the Owner or to bind the Owner in any manner or thing whatsoever. § 1.2.3 Both parties hereto, in the performance of the Contract, will be acting in their individual capacities and not as agents, employees, partners, joint ventures or associates of one another. The employees or agents of one party shall not be deemed or construed to be the employees or agents of the other party for any purpose whatsoever. The Construction Manager's staff shall work under the direction and control of the Construction Manager. The Construction Manager shall ensure that all Construction Manager's staff are properly trained and fully equipped to perform their assigned tasks. The Construction Manager shall provide any necessary reasonable accommodations to enable Construction Manager's staff to perform assigned tasks. § 1.2.4 The parties agree that no person supplied by Construction Manager in the performance of obligations under this Agreement is an employee of the Owner, and that no rights in the Owner's civil service, retirement system, other employee benefits, or personnel rules shall accrue to such persons. Construction Manager shall have total responsibility for all salaries, wages, bonuses, retirements, withholdings, worker's compensation, other employee benefits and all taxes and insurance premiums pertinent thereto concerning such persons used by them in the performance of this Contract; and Construction Manager shall indemnify, defend, save and hold the Owner harmless with respect thereto. § 1.2.5 The Construction Manager shall be responsible for maintaining satisfactory standards of employee competency, conduct, appearance and integrity. Construction Manager's staff must be cooperative and work in harmony with each other, Owner employees, other Owner contractors, and Owner customers at all times. While on the Owner's work premises, Construction Manager's staff must comply with all City ordinances related to behavior and conduct required by invitees and Owner employees. Any Construction Manager's staff found in violation of any ordinance or regulation may be asked to immediately leave Owner premises. The Construction Manager must be prepared to provide an immediate replacement. § 1.3 General Conditions For the Preconstruction Phase, the general terms of the AIA Document A201T6I--2007, General Conditions of the Contract for Construction as modified by Owner ("A201-2007"), and those terms that are identified in this Agreement or the A201-2007 as applicable to the Preconstruction Phase or Services shall apply. For the Construction Phase, the general conditions of the contract shall be as set forth in A201-2007, which document is incorporated herein by reference. The term "Contractor" as used in A201-2007 shall mean the Construction Manager. ARTICLE 2 CONSTRUCTION MANAGER'S RESPONSIBILITIES The Construction Manager's Preconstruction Phase responsibilities are set forth in Sections 2.1 and 2.2. The Construction Manager's Construction Phase responsibilities are set forth in Section 2.3. Other sections of this Agreement apply to the phase identified therein; if no phase is identified, the Section applies to both the Preconstruction and Construction Phases. The Owner and Construction Manager may agree, in consultation with the Architect, for the Construction Phase to commence prior to completion of the Preconstruction Phase, in which case, both phases will proceed concurrently. The Construction Manager shall identify a representative authorized to act on behalf of the Construction Manager with respect to the Project. § 2.1 Preconstruction Phase § 2.1.1 The Construction Manager shall provide preconstruction services, including but not limited to: assisting the Architect and its sub -consultants with planning and design; life cycle cost -engineering; scheduling; cost -estimating; determining constructability; assessing alternative construction options for cost savings including assistance to the Owner with development tasks necessary to support the construction effort; and identifying and organizing Subcontractor bid packages (collectively and inclusive of all services described in in Section 2.1.3, "Preconstruction Services"). Preconstruction Services shall be provided throughout the preconstruction period and shall be closely coordinated with the Architect's and Owner's representatives. The Construction Manager shall work collaboratively AIA Document A133TM - 2009 (formerly A121T"'CMc — 2003). Copyright @ 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document Is protected by U.S. Copyright Law and Intemattonal Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, end will be prosecuted to the maximum extant possible under the law. / This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. and proactively with the Owner and Architect to proceed with the planning, design, and development of the work in a manner which supports the Owner's efforts to maintain the MACC. Both the Construction Manager and the Architect shall be given direction by the Owner or the Owner's designated Representative. The relationship between the Construction Manager and the Architect is intended to be collaborative and proactive, both participating on the same team with the Owner. Construction Manager's Preconstruction Services will commence at the end of Schematic Design Phase, which is anticipated to be April 2018, and anticipated to be complete in March 2019. § 2.1.2 Consultation The Construction Manager shall actively participate as a member of the Project team with the Owner and the Architect during the design phases prior to construction. The purpose of this consulting responsibility is to provide the expertise necessary to ensure that the MACC and the Project schedule are met. The Construction Manager will work collaboratively with the Architect, but will provide input through the Owner's Designated Representative unless otherwise authorized by the Owner. During this Preconstruction Phase, the Construction Manager's Project Manager or higher -level person will attend all design meetings and provide or oversee the services of the Construction Manager to ensure development of a high quality, functional, constructible, and cost-effective Project. § 2.1.3 Preconstruction Services .1 General The Construction Manager shall review all Drawings and Specifications and Contract Documents developed with respect to the Project, and advise and make recommendations to the Owner's Designated Representative and Architect regarding such matters as construction feasibility, possible economies, time requirements for procurement and construction, means and methods, estimates and projected costs as necessary to meet the Owner's financial and schedule constraints. By reviewing, advising, or making such recommendations, the Construction Manager will not be deemed to have assumed the Architect's or consultants' design obligations with respect to the Contract Documents developed by them. The Preconstruction Services also include value engineering, cost estimating, scheduling, identification and organization of subcontract packages, procurement strategies, and analysis of labor and material conditions. .2 Preconstruction Administration and Planning The Construction Manager shall: A. Have a Project Manager or higher -level person attend at least weekly coordination meetings to discuss design, permitting, schedule, construction planning, and other Project coordination issues. B. Prepare a detailed milestone schedule for the Project from the onset of Design Development through the completion of construction, commissioning and Substantial Completion. The schedule shall identify work to be performed by the Architect, the Construction Manager, and the Owner. In developing the activities for this schedule, the Construction Manager shall consult with both the Owner and Architect to ensure that the responsibility for and duration of these activities is accurate. The schedule shall be submitted for Owner for approval at the 100% Schematic Design stage. C. Develop cost accounting and job management reporting systems to be used during construction. D. Assist in the development of the Project labor agreement, if one is utilized, coordinate all labor issues, and work with building trade unions for their constructive involvement in the. Project. E. Perform other preconstruction administration and planning services as required by the Owner's Designated Representative. .3 Design Review AIA Document A133TM - 2009 (formerly A121TmCMc —2003). Copyright@ 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. The Construction Manager shall: A. Conduct timely design review of the Project at each scheduled design review phase: Schematic Design, Design Development, and 50% and 100% Construction Documents. Design review shall include budget, constructability, value engineering, completeness, and coordination. The Construction Manager shall provide written design review comments to Owner's Designated Representative and Architect within four (4) weeks from receipt of the design documents for each phase. B. Review the drawings and specifications for the final design development submittal for viable value engineering ("VE") recommendations. The. Construction Manager shall create a value engineering tracking system which identifies each VE proposal, provides a cost estimate of the savings and/or explanation of added value to the Project if the proposal is accepted, indicates the date by which a decision must be made to incorporate the VE proposal, indicates the current status of the VE proposal and the team member with current action, and the date the proposal was accepted or rejected. C. ' Review and comment on all studies including preliminary and final EIS, basis of design report, etc. The Construction Manager shall cooperate in other design reviews as required by the Owner's Designated Representative. D. Propose a breakdown of bid package and work buy out. .4 Work for Construction Documents The Construction Manager shall provide the following services during the Construction Document phase: A. Determine subcontract bid packages and material procurement packages and identify those that could be advertised prior to the completion of construction documents. If the Owner's Designated Representative concurs that the Project will benefit and if funds are available, the Owner's Designated Representative may, at its option, elect to authorize the Construction Manager to advertise and award subcontracts or material procurements for long lead-time items in advance of completion of Construction Documents. The Construction Manager shall prepare procurement documents for long lead-time materials as necessary. B. Revise the Project schedule as required to reflect changes that have occurred during design or to reflect a change or more refined schedule for procurement of materials, subcontract buyout or construction. The Construction Manager shall provide weekly updates at the coordination meetings. C. Prepare and process the application(s) for all necessary permits except the master use and building. The Construction Manager shall monitor and expedite the permitting process as necessary to ensure that all construction permits are received in a timely fashion. D. Monitor the development of the Construction Documents. The Construction Manager shall provide value engineering and constructability reviews of elements of design when requested by the Architect and approved by the Owner. E. Prepare construction cost estimates within four weeks of receipt of documents from the Architect for the entire Project based on both the mid- and final Construction Documents submittals. If the estimate exceeds the MACC, the Construction Manager shall take whatever actions are necessary in conjunction with the Architect and Owner to reduce the cost of the Project to within the MACC. F. Complete an interdisciplinary plan check of both the mid- and. final Construction Documents submittals. The Construction Manager shall provide comments to the Owner's Representative and Architect. The Construction Manager shall verify that the comments are incorporated into the Contract Documents. G. Review the record drawings and investigate the existing conditions at the Project site to ensure that the Construction Documents reflect the existing conditions. AIA Document A133TM - 2009 (formerly A121T. CMc - 2003). Copyright C 1991, 2003 and 2009 by The American institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. .5 Schedule The Construction Manager shall: A. Develop and keep current a master critical path schedule for the Project that includes design and construction activities as well as applicable regulatory agency, outside entity, Project team, and Owner activities and constraints. The schedule shall identify all long -lead procurement items. In developing the activities for this schedule, the Construction Manager shall consult with both the Owner's Designated Representative and Architect to ensure that the responsibility for and duration of these activities is accurate. B. Monitor and update the schedule monthly and discuss the need for corrective action with the Owner's Designated Representative and the Architect in weekly coordination meetings. C. Develop a bid packaging/phasing strategy and schedule. D. Develop a procurement strategy and schedule for direct purchase of materials, furnishings, fixtures, and equipment by the Owner's Designated Representative. The Construction Manager shall adjust the Construction Schedule accordingly. E. With the Owner's Designated Representative, establish a schedule for establishment of the MACC and TCC. .6 Budget The Construction Manager shall: A. Provide a detailed cost estimate for the Project at those points in the design review phases described in Subsection 2.1.3.3.A. The Construction Manager shall identify the margin of accuracy of estimates and identify appropriate contingencies. The Construction Manager's estimate shall employ a Uniformat system and also Bid Package format so it can be compared to other estimates. Formats will be coordinated with those used by the Architect. The Construction Manager shall monitor and update the budget each month and discuss the need for corrective action with the Owner's Designated Representative and Architect at progress meetings. B. Provide value engineering alternatives and cost reduction suggestions to the Architect and Owner's Designated Representative, such that the implementation of the proposed measures would maintain the design within budget without compromising the Owner's basic needs. C. Evaluate the availability and supply of labor and materials and the effect of market conditions on the budget, including the possibility of foreign -purchased materials. D. Prepare budget for long lead items. § 2.1.4 Allowance for Preconstruction Services and Compensation for Preconstruction Services § 2.1.4.1 The Owner has established an allowance for Preconstruction Services of Two Hundred Forty Thousand Dollars ($240,000) (the "Preconstruction Services Allowance"). § 2.1.4.2 Within seven (7) days of being notified it will be recommended for selection to the City Council, the Construction Manager shall submit a plan for the Preconstruction Services work ("Preconstruction Work Plan" or "Plan"). The Preconstruction Work Plan shall include a schedule of the activities included in the scope of work for Preconstruction Services and will identify the individuals the Construction Manager intends to use to accomplish the tasks assigned. If the Plan is not satisfactory to the Owner, the Owner will advise the Construction Manager of the shortcomings in the Plan and require the Construction Manager to resubmit the Plan. The Preconstruction Work Plan shall also include the anticipated number of hours needed to complete each activity, the name(s) of the individuals that will be used to complete each task and an hourly rate for each individual. The hourly rates multiplied by the number AIA Document A133TM — 2009 (formerly A121T74CMc — 2003). Copyright ©1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. of hours needed to complete all tasks shall not exceed the Preconstruction Services Allowance, unless adjusted pursuant to mutual agreement of the Owner and Construction Manager, and once approved by the Owner shall constitute the "Preconstruction Services NTE Limit." The Construction Manager will not be entitled to any compensation for Preconstruction Services until the Owner approves Construction Manager's Preconstruction Work Plan. § 2.1.4.4 The Construction Manager will, be paid an amount not to exceed the Preconstruction Services NTE Limit for Preconstruction Services. In the event the Construction Manager incurs costs and expenses in excess of the Preconstruction Services NTE Limit, the Construction Manager shall bear such costs and expenses and shall have no claim against the Owner on account thereof. § 2.1.4.5 If, in the performance of the Preconstruction Services, the Construction Manager performs any services normally associated with the Construction Phase of the Project, the cost of such services shall be included in the MACC or shall be paid as an additional service based on the Construction Manager's billing rate for such services, as shown in Exhibit B hereto, and expenses, without markup, if the work of the Construction Manager for the Project does not proceed beyond the Preconstruction Phase. § 2.1.5 Phased Construction The Construction Manager shall provide recommendations with regard to accelerated or fast -track scheduling, procurement, or phased construction. The Construction Manager shall take into consideration cost reductions, cost information, constructability; provisions for temporary facilities and procurement and construction scheduling issues. (Paragraphs deleted) § 2.1.6 Notices and Compliance with Laws The Construction Manager shall comply with applicable laws, statutes, ordinances, charters, codes, rules and regulations, and lawful orders of public authorities applicable to its performance under this Contract, and with equal employment opportunity programs, and other programs as may be required by governmental and quasi -governmental authorities for inclusion in the Contract Documents. (Paragraphs deleted) § 2.2 Guaranteed Maximum Price Proposal and Establishment of Total Contract Cost (TCC) § 2.2.1 The Total Contract Cost will be determined through a negotiation of the MACC conducted when Construction Documents are 90% complete. The MACC negotiations are separate from Preconstruction Services, and the Construction Manager shall not be reimbursed for the work related to MACC negotiations. § 2.2.2 Guaranteed Maximum Price Proposal. At a time to be mutually agreed upon by the Owner and the Construction Manager, the Construction Manager shall prepare a Guaranteed Maximum Price proposal for the Owner's review and acceptance. The Guaranteed Maximum Price proposal shall state the Preconstruction Services NTE Limit, the TCC, and shall separately state the TCC components: the negotiated MACC (including separately listing the Negotiated Support Services, Subcontractor Bonds, and MACC Contingency); the Fixed Fee; the Fixed Amount for Specified General Conditions work; and applicable Washington State sales tax. § 2.2.3 (Paragraphs deleted) Total Contract Cost (TCC) and Guaranteed Maximum Price Amendment § 2.2.3.1 The TCC shall be determined through a negotiation of the MACC between the Construction Manager and the Owner, and established by the Guaranteed Maximum Price Amendment. The Construction Manager shall not be reimbursed for any efforts related to MACC negotiations. The "Contract Sum," as used in the Contract Documents, shall refer to shall refer to the TCC. § 2.2.3.2 By executing the Guaranteed Maximum Price Amendment, the Construction Manager represents and acknowledges that the TCC is reasonable compensation for all of the Work, that the Contract Time set forth in the Construction Schedule is adequate for the performance of the Work, and that Construction Manager has carefully examined the Contract Documents and the Project site, including any existing structures, and that it has satisfied itself as to the nature, location, character, quality and quantity of the Work, the labor, materials, equipment, goods, supplies, work, services and other items to be furnished and all other requirements of the Contract Documents, as well as the surface conditions and other matters that may be encountered at the Project site or may affect performance of the Work AIA Document A133TM - 2009 (formerly A121T"CMc - 2003). Copyright 01991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This Alike Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. • This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. or the cost or difficulty thereof, including but not limited to those conditions and matters affecting: transportation, access, disposal, handling and storage of materials, equipment and other items; availability and quality of labor, water, electric power and utilities; availability and condition of roads; normal climatic conditions and seasons; physical conditions at the Project site and the surrounding locality; topography; and equipment and facilities needed preliminary to and at all times during the performance of the Work, and furthermore acknowledges that no variation in the aforesaid site conditions from those observed, assumed, reasonably inferable or contemplated by the Construction Manager shall form the basis for any claim of changed condition by the Construction Manager. By executing the Guaranteed Maximum Price Amendment, the Construction Manager further acknowledges it shall be responsible for coordinating the activities of its Subcontractors of any tier during the Construction Phase, shall be responsible for discharging all of the Construction Manager's obligations under the Contract Documents and, during all phases, shall advise and work with the Owner, Architect and consultants and Subcontractors to make recommendations for alternate or substitute technologies, construction techniques, methods, materials, and practices based on cost savings, time saving and/or other related efficiencies and quality enhancements. The Construction Manager further represents that it is fully qualified and properly licensed, equipped, organized, financed and staffed to perform the Work and services under the Contract and such additional Work and services as the Owner may request (provided, however, that nothing in the Contract shall be deemed to require, authorize or permit the Construction Manager to perform any act which would constitute the practice of architecture, professional engineering, certified public accounting or law), and shall provide, in a timely, efficient and professional manner the Work and services in accordance with the Project and Construction Schedules. § 2.2.4 Maximum Allowable Construction Cost (MACC) § 2.2.4.1 All forms of Construction Manager compensation including Subcontractor bonds, MACC contingency and Negotiated Support Services are contained within the MACC. The MACC is the amount mutually agreed to between the Owner and Construction Manager that is required to complete all Work as described in the Contract Documents, except Work Services, and Owner -directed changes. The Owner shall maintain a contingency for Owner -directed changes. § 2.2.4.2 The Construction Manager shall be responsible for all costs related to Subcontractor claims or charges that result from mistakes or omissions in the subcontract buyout, coordination errors and omissions in the Construction Documents that the Construction Manager reasonably should have detected, or interference between Subcontractors and the Construction Manager or between Subcontractors and other Subcontractors. If contingency funds are available within the MACC, Construction Manager may use said funds to offset the costs outlined in this section. If contingency funds are not available within the MACC, Construction Manager will be responsible for the overages. § 2.2.4.3 As part of the MACC negotiations, the Construction Manager shall provide the Owner a complete cost estimate in a format agreed to by the Owner and Architect and a Subcontract Plan satisfactory to the Owner outlining the subcontract packages and procurement schedule for each package the Construction Manager intends to prepare to execute the Project. The Subcontract Plan shall include a statement regarding the Work the Construction Manager intends to self -perform (if any) and an affidavit stipulating that the Construction Manager customarily performs such work. § 2.2.4.4 Supplemental Contract Documents. The Construction Manager recognizes that the Contract Documents may not be fully completed or developed at the time of the execution of the Guaranteed Maximum Price Amendment. The Construction Manager agrees to cooperate with the Owner and the Architect in order to satisfy the Owner's requirements for the Project and to incorporate all the Work described under other Contract Documents hereafter completed or developed. The Construction Manager and the Owner recognize that construction may commence on the basis of scope or incomplete Contract Documents; and in such event, additional Contract Documents will be prepared and issued, from time to time, for purposes of construction which will detail more completely all requirements of the Work. The Construction Manager and Owner have agreed to the Maximum Allowable Construction Cost set forth in the Guaranteed Maximum Price Amendment. The Construction Manager represents to the Owner that the Contract Documents are sufficiently complete to enable the Construction Manager to establish the Total Contract Cost of the Work, and the issuance of subsequent Contract Documents will not affect the TCC of the Work, unless a change in the scope of the Work is required. A change in the scope of the Work is not warranted if the portion of the Work was reasonably inferable from or contemplated by, or a prudent contractor should have realized that same was necessary or appropriate under the Contract Documents in existence at the time the TCC of the Work AIA Document A133TM — 2009 (formerly A121TMCMc — 2003). Copyright @ 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. was approved by the Owner. During performance of the Work, the Construction Manager agrees to use its best efforts, exercising its best and prudent judgment, to accomplish the Work in conformance with, and as required or described by, or referred to in, the Contract Documents then available and developed. § 2.2.5 Construction Manager's Fee and Specified General Conditions § 2.2.5.1 Construction Manager's Fee. The Construction Manager's "Fixed Fee" shall be stated as a percentage in Construction Manager's final bid proposal and Article 5. Other than Washington State Sales Tax, Construction Manager's "Fixed Fee" shall cover all B&O taxes owed by the Construction Manager. The "Fixed Fee" shall include all profit (and loss) of the Construction Manager as well as home or regional general overhead office expenses of the Construction Manager during construction phase and all general home office staff time assigned to this Project and Construction Manager's payment and performance bonds and liability insurance. § 2.2.5.2 Specified General Conditions Work. The dollar amount for the "Specified General Conditions Work" shall be that amount stated in the Construction Manager's final Bid Proposal and in Article 5. The "Specified General Conditions Work" shall consist of salaried project staffing as defined in GC/CM Bid Requirements, Part 3 - "Specified General Conditions Work, Subpart 3.1 - Project Staffing." At a minimum, Construction Manager's salaried project staffing shall include the following positions: Project Manager Project Superintendent Project Engineer Other than Washington State Sales Tax, Construction Manager's "Specified General Conditions Work" dollar amount shall cover all salaried payroll taxes owed by Construction Manager. § 2.2.6 Negotiated Support Services (Paragraphs deleted) § 2.2.6.1 Negotiated Support Services shall be on an actual cost or a lump sum basis. The costs are budgeted and identified in Article 5 and included in the MACC. If the total expended on Negotiated Support Services exceeds the total budgeted amount, the Construction Manager may use contingency funds available within the MACC to pay the excess. If contingency funds are not available and total Negotiated Support Services expenditures exceed the total budgeted amount, the Construction Manager will be responsible for the overages; provided, however, if Owner determines that Construction Manager did not cause the overages, Owner may in its sole discretion increase the budgeted amount for Negotiated Support Services or Construction Manager's contingency to cover the overages. § 2.2.6.2 Negotiated Support Services shall be all expenses of the Construction Manager related to project support, whether direct or through consultants, including, but not limited to: labor and materials; Test Engineer; participation in and the support of the Subcontractor bidding process of the Project; reproduction of documents (e.g., plans, blueprints, shop drawings, submittals, correspondence, etc.); bid document reproduction; two-way radios whether owned by and rented from Construction Manager or rented from a third party; rental of equipment whether owned by and rented by Construction Manager or rented from a third party; gas, oil and maintenance; small tools whether owned by and rented from Construction Manager or from a third party; use taxes; craft payroll taxes; computer charges; project construction administration software (e.g., scheduling software, set-up of project computer network, project computer and system maintenance, etc.); survey and layout; temporary utilities (e.g., power, water, natural gas, etc.); temporary sanitation (e.g., temporary latrines, drop boxes, janitorial services, etc.); temporary heating; temporary weather protection; temporary drinking water; temporary structures (e.g., craft dry shacks, set-up of craft dry shacks, ' miscellaneous temporary structure/safety structures, etc.); temporary parking for salaried project staffing; temporary fire protection (e.g., construction related fire extinguishers and fire stand -pipe system, etc.); project safety (e.g., drug and alcohol tests, safety equipment and awards, temporary railings, ladders and barricades, progress cleanup, traffic control and flagging, site and street cleaning, dust control, etc.); first aid; barricades and temporary fences around the site; temporary signage; field office equipment; supplies and furniture (e.g., facsimile, computers, printers, copy machines, desks, filing cabinets, other incidental office expenses, etc.); telephone and postage (e.g., telephone hookup, cellular telephones, local and long distance charges, postage, express mailing, computer line charges, initial set-up of computer line, etc.); travel; Subcontractor insurance and bond premiums; and other incidental expenses attributable to the Work on this Project, excluding Work that is included in the "Specified General Conditions Work," or is included in the MACC. AIA Document A1337® — 2009 (formerly A121TMTCMc — 2003). Copyright m 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 10 Document, or any portion of it, may result in severe chill and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. § 2.2.7 Performance and Payment Bond. One month prior to the Notice to Proceed for Construction, the Construction Manager shall deliver to the Owner performance and payment bonds for the full TCC, on a form provided by the Owner and as described in A201-2007. The costs of such bonds are included in the Fixed Fee, and therefore will be borne by Construction Manager out of that sum. § 2.2.8 Construction Manager Reduction Incentive. All savings from expenditures for the Work totaling less than the MACC, shall accrue to the Owner, except that the Construction Manager shall bill for and receive an incentive payment of a sum equal to 50% of all savings under the MACC, up to a maximum incentive payment of $200,000.00 on the final request for payment of the project. § 2.3 Construction Phase § 2.3.1 General § 2.3.1.1 For purposes of Section 8.1.2 of A201-2007, the date of commencement of the Work shall mean the date of commencement of the Construction Phase. § 2.3.1.2 The Construction Phase shall commence upon the Owner's acceptance of the Construction Manager's Guaranteed Maximum Price proposal or the Owner's issuance of a Notice to Proceed, whichever occurs earlier. § 2.3.1.3 The Construction Manager shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others. The Construction Manager shall provide construction management services, including but not limited to: assistance in planning and design; life cycle cost engineering; scheduling; cost estimating; determining constructability; assessing alternative construction options for cost savings including assistance to the Owner with development tasks necessary to support the construction effort; and preparation of Subcontractor bid packages. Construction management services shall be provided throughout the Project, from the Preconstruction Phase through the Construction Phase, and shall be closely coordinated with the Architect and Owner's Designated Representative. The Construction Manager shall provide full general contracting services for construction of the Project in accordance with the requirements of this Contract and RCW 39.10.340 through .410. Throughout the term of this Contract, Construction Manager shall work collaboratively and proactively with the Owner and Architect to proceed with the planning, design, and development of the Work in a manner which supports the Owner's efforts to maintain the MACC. § 2.3.1.4 Owner/Construction Manager/Architect. The Owner shall give direction to both the Construction Manager and the Architect. The relationship between the Construction Manager and the Architect is intended to be collaborative and proactive, both participating on the same team with the Owner. § 2.3.1.5 Work During Construction. During construction the Construction Manager shall provide all services required of a general contractor and construction manager. Specific details of the Work during construction are provided below, but they shall in no way limit the Construction Manager's overall duty to provide construction and construction management services. § 2.3.1.6 Construction Manager Overall Responsibilities. The Construction Manager will be responsible for construction of the Project within the dollar limits of the TCC. The Construction Manager shall coordinate with the Owner's Project Representative. Representatives from the Architect will be on site as necessary to provide design support, working through the Owner. Weekly construction coordination meetings will be held, which will be attended by Owner's Project Representative, the Construction Manager, and the Architect as further defined in the A201-2007. The scope of services to be provided will include construction, construction management, procurement, fit out, Quality Assurance/Quality Control (QA/QC) coordination, test engineer, coordination of as -built drawings, site safety, etc. § 2.3.1.7 Prevailing Wages § 2.3.1.7.1 In accordance with Chapter 39.12 RCW, Construction Manager and its Subcontractors shall pay employees for each trade or occupation performing work on this Public Works Project not less than the minimum, current Prevailing Wage Rate and shall comply in all respects with Chapter 39.12 RCW or other requirements as defined by: Prevailing Wage Section, ESAC Department of Labor and Industries P.O. Box 44540 AIA Document A133Te - 2009 (formerly A121T"'CMc - 2003). Copyright 01991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Alike 11 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.36007,92784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Olympia, Washington 98504-4540 Tel. (360) 902-5335 § 2.3.1.7.2 Prevailing Wage Rate is defined as the hourly wage, fringe benefits, and overtime in accordance with provisions of the Washington Public Works Act (most current rules and regulations). The applicable Prevailing Wage Rates as of the Effective Date are the rates in effect for King County as of October 20, 2017. For any renewal term, the applicable prevailing wage shall be based upon the rates in effect on the first day of the renewal term. a) Construction Manager and Subcontractors must pay a wage -and -fringe benefits package to workers that is equal to or exceeds the prevailing wage & prevailing fringe benefit amounts added together. b) Construction Manager and Subcontractors must observe overtime, holiday, and Code provisions that are part of the Prevailing Wage Rate.. c) The most current Schedule of Washington State Prevailing Wage Rates for King County is located at https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx, and is incorporated by reference in this Agreement, except as amended or superseded by new current Prevailing Wage Rates, Codes, Laws, or other Governing Authorities. A copy is available at the Owner's office upon advance request, and Owner will send a copy to Construction Manager upon request. d) It is the sole responsibility of the Construction Manager to assign the appropriate classification to persons performing Work under this Agreement, to ascertain the applicable Prevailing Wage Rate for each classification, and to not pay a worker less than the minimum hourly wage rates and fringe benefits for said worker's classification. e) In the event any dispute arises as to what are the prevailing rates of wages for a specific trade, craft or occupation, and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries, and the Director's decision shall be final, conclusive, and binding on all parties involved in the dispute. § 2.3.1.7.3 A "Statement of Intent to Pay Prevailing Wages," as approved by a Department of Labor and Industries "industrial statistician," is required to.be submitted from Construction Manager and all Subcontractors with its first Application for Payment and as a condition precedent to any payment. Payment will not be released until the required Statement of Intent to Pay Prevailing Wages is received by Owner. § 2.3.1.7.4 Construction Manager shall post a Prevailing Wages Statement as required by RCW 39.12.020. § 2.3.1.7.5 Upon completion of the Work, and as a condition precedent to payment, Construction Manager and all the Subcontractors must submit to Owner Affidavits from the Construction Manager approved by the Industrial Statistician of the Washington State Department of Labor and Industries stating that the Construction Manager and all Subcontractors and material suppliers for the project have been paid in full ("Affidavit of Wages Paid"). Construction Manager must submit an Affidavit of Wages Paid for any Subcontractor that ceases to provide Work during the term of this Agreement. § 2.3.1.7.6 The Department of Labor and Industries requires a fee, to be paid at the time of submittal, for both the Statement of Intent to Pay Prevailing Wages forms and the Affidavit of Wages Paid forms. All fees required by the Department of Labor and Industries shall be paid by the Construction Manager. § 2.3.1.8 Apprentice Utilization. The Construction Manager shall comply with the Owner's Apprentice Utilization goals and reporting requirements, as stated in City of Tukwila Resolution #1814, which is available upon request. § 2.3.2 Construction Administration and Management. The Construction Manager shall: § 2.3.2.1 Manage construction of the Project, serve as general contractor and will carry out the construction of the Project through subcontracts or by Work performed by Construction Manager. Further, the Construction Manager agrees to provide the key personnel who were named in the Construction Manager's proposal for the Project and are stated in the Guaranteed Maximum Price Amendment. The key personnel named in the Guaranteed Maximum Price Amendment shall remain assigned for the duration of the Project unless otherwise agreed to in writing by Owner. In the event that Construction Manager proposes to substitute any of the key personnel designated in the Guaranteed AIA Document AI33TM - 2009 (formerly A121T"MCMc — 2003). Copyright m 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. Maximum Price Amendment, the individual(s) proposed must demonstrate similar qualifications and experience as required to successfully perform such duties. Owner shall have the sole right to determine whether key personnel proposed as substitutes are qualified to work on the Project. Owner shall not unreasonably withhold approval of staff changes. § 2.3.2.2 Coordinate all on -site activities. The Construction Manager shall provide ongoing coordination between crafts, provide quality control, settle disputes between Subcontractors, negotiate any modification proposals with the Subcontractors (Owner expects the Construction Manager to negotiate with Subcontractors but reserves the right to reject any Subcontractor proposal), negotiate modification proposals with the Owner, revise and forward submittals and requests for information (RFIs) to Owner for action, and respond to all correspondence related to the effort required for any procurement activities that arise from a Subcontractor's inability or unwillingness to perform. § 2.3.2.3 Conduct weekly progress meeting(s) and weekly Subcontractor meeting(s) and maintain minutes for them. The Construction Manager shall attend construction oversight meetings with Owner's Designated Representative and Architect as required. The Construction Manager shall conduct site tours for the Owner and other officials as requested by Owner. § 2.3.2.4 Coordinate general building layout, including layout work provided by separate trades for their own work, to insure that no conflict exists with the work of other trades. § 2.3.2.5 Develop site safety plan and manage job site safety. § 2.3.2.6 Provide sufficient staff, including but not limited to project managers; field engineers; superintendents; . engineers; construction quality control representatives; testing engineers; scheduling engineers; cost engineers; and clerical and accounting personnel to ensure that: A Modification proposals are submitted to the Owner within fourteen (14) calendar days of the receipt by the Construction Manager of the Subcontractor's proposal. Only changes negotiated between Construction Manager and Subcontractor and approved by Owner are acceptable. B. RFIs are reviewed and forwarded to Owner within three (3) working days of receipt, unless a shorter period of review is required to avoid delay. C. Submittals are reviewed for completeness and forwarded to Owner's Designated Representative within seven (7) calendar days of receipt. D. Replies to correspondence from Subcontractors, Owner, and other outside agencies are provided within ' seven (7) calendar days. E. For a minimum of ninety (90) calendar days after Physical Completion, provide adequate qualified staff that is authorized to act on behalf of their firm to be present to coordinate and insure that any outstanding Work items, punch -lists, testing and commissioning are completed, at no additional cost to the Owner. § 2.3.2.7 Administer all construction correspondence and maintain a document tracking and filing system for the Project. § 2.3.2.8 Participate in community meetings, meetings with regulatory agencies, City Council and committee meetings as requested by Owner's Designated Representative. § 2.3.2.9 Construction Manager will only charge for personnel labor where such personnel are working full time and are located at the site. § 2.3.3 Bidding and Subcontract Plan § 2.3.3.1 The Construction Manager is responsible for issuing bid packages consistent with the Contract Documents and RCW 39.10.380, .385 and.390, as may be applicable. The Construction Manager is responsible for ensuring that the low qualifying bid for each package being within the amount budgeted within the MACC. The Construction AIA Document A133TM — 2009 (formerly A121 r CMc - 2003). Copyright B 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 13 Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. • This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. Manager may, in its discretion, use MACC contingency to cover any bid package that exceed the amount budgeted within the MACC, up to the total of the remaining MACC contingency. If there is no remaining MACC contingency, the Construction Manager shall cover the cost of the excess: § 2.3.3.2 The Construction Manager shall conduct public solicitation of bids and public bid openings, evaluate bids, and conduct or coordinate appropriate hearing of any bid protests in compliance with the Contract Documents and applicable law. Owner's Designated Representative will maintain an oversight role during the bid process. § 2.3.3.3 Prior to subcontract bidding, the Construction Manager shall secure the Owner's approval of its Subcontract Plan. § 2.3.3.4 Before soliciting bids, the Construction Manager shall submit and the Owner shall approve, final bid package estimates for all subcontract bid packages in its approved Subcontract Plan. The Construction Manager shall at the same time, inform the Owner of its intention to bid to "self -perform" all or any part of any bid package, provided Construction Manager shall also meet the requirements of RCW 39.10.380 through .410 as may be applicable. The sum of all the final bid package estimates in the Subcontract Plan shall not exceed the MACC. § 2.3.3.5 The Construction Manager shall bid out the subcontracts in accordance with its approved Subcontract Plan. During subcontract buyout, the Construction Manager may request a change in its Subcontract Plan and the Owner will not unreasonably withhold approval provided the sum of all of the final bid package estimates in the Subcontract Plan as revised does not exceed the negotiated MACC. § 2.3.3.6 If the low responsive bid for a particular bid package is greater than the final bid package estimate, then the provisions of RCW 39.10.380 shall apply. If the lowest responsive bid does not exceed the final bid package estimate by $125,000.00 for bid packages up to $10 million, and 2% for bid packages with bid package estimates greater than $10 million, then the Construction Manager may negotiate an adjustment to that bid based upon Owner approved changes to the subcontract scope that bring the bid within the amount the Owner and the Construction Manager agree to be the available funds. § 2.3.3.7 If the Construction Manager chooses not to negotiate under the provisions of Section 2.3.3.6 above, or if the low conforming bid exceeds the final bid package estimate by more than the amount permitting negotiations, the Construction Manager shall award the bid package to the low responsive responsible bidder as provided in RCW 39.10.380. The Construction Manager may request and the Owner, in its sole discretion, may agree to changes in the bid package. The Construction Manager may then re -bid, but all time delays and costs associated with the re -bid shall be the responsibility of the Construction Manager. If contingency funds are available within the MACC, Construction Manager may use said funds to offset these costs. If contingency funds are not available within the MACC, Construction Manager will be responsible for the overages. § 2.3.3.8 If any Subcontractor to whom a Bid Package has been awarded is unable to perform, the Construction Manager shall have the option to re -bid or negotiate for the performance of the work or perform the work itself. Except as provided in this Section, the Construction Manager shall bear all risk and/or cost overruns occasioned by a Subcontractor's inability to perform. If contingency funds are available within the MACC, Construction Manager may use said funds to offset the costs outlined in this subsection. If contingency funds are not available within the MACC, Construction Manager will be responsible for the overages. § 2.3.3.8 Further requirements for Subcontracting and Bidding are located in Section 2.6. § 2.3.5 Construction Manager Cost Accounting. Starting with the award of the first bid package, the Construction Manager shall provide a monthly report to the Owner for review of expenditures, tracking of Subcontractors, and contract changes. The report shall include, at a minimum: § 2.3.5.1 Final Bid Package Estimate. Once agreement has been reached on the Final Bid Package Estimate, the values in this column do not change. At an appropriate time during the Project, with approval of Owner, this column need not be printed in each monthly report. This column must, however, be maintained and be available upon the Owner's request. § 2.3.5.2 Final Bid Package Estimate Adjustments. To be used to record adjustments in the Final Bid Package AIA Document A133TM — 2009 (formerly A121TMCMc — 2003). Copyright ®1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. Estimate. § 2.3.5.3 Available Funds (Revised Budget). The sum of the "Final Bid Package Estimate" and "Adjustments". § 2.3.5.4 Budget Adjustment. This column shall indicate any change to any budget line item that occurred since the last report. § 2.3.5.5 Subcontract. This column shall reflect the amounts encumbered less change orders. § 2.3.5.6 Change Order. (Two columns). One column shall reflect the value of Change Orders paid from the MACC contingency and one column shall reflect the value of change orders paid from the Owner's contingency. § 2.3.5.7 Revised Subcontract Amount. This column shall reflect the total of "Subcontracts" and "Change Orders." § 2.3.5.8 Variance. This column shall reflect the budget less the subcontract, less change orders. § 2.3.5.9 Expended to Date. This column shall reflect the amount paid to the Construction Manager from the Owner. § 2.3.5.10 Expended Prior Period. This column shall reflect the amount recorded in the month report immediately preceding the current report as "EXPENDED TO DATE." § 2.3.5.11 Expended this Period. This column shall reflect the amount expended to date less the amount reported in all previous periods. § 2.3.5.12 Percent of Budget. This column shall reflect the amount of the negotiated budget that has been expended and is the amount "Expended to Date" divided by the sum of "Available Funds" and "Change Orders" expressed as a percentage. § 2.3.5.13 Anticipated Cost to Complete. This column shall reflect the amount the Construction Manager believes shall be required to finish the Work. § 2.3.5.14 Balance. This column shall reflect the difference between the sum of the amount "Expended to Date" and the "Anticipated Cost to Complete" and the budget as adjusted. § 2.3.5.15 The Owner and the Construction Manager at monthly construction oversight meetings will review the monthly report. Budget adjustments will be reviewed and mutually agreed to at that time. § 2.3.6 Cost Reporting. In general and as further described in General Conditions and Division 0 —18 inclusive, the Construction Manager shall: § 2.3.6.1 Prepare a detailed construction budget for the Project based on the MACC cost documentation. The Construction Manager shall update the budget each month showing a complete, detailed, and current accounting for the cost of the Work buyout versus the MACC estimates for each line item. § 2.3.6.2 Prepare a schedule of values for each subcontract. § 2.3.6.3 Prepare monthly cost reports. For each subcontract, the Construction Manager shall state costs expended, budget remaining, and change order status. The Construction Manager shall provide a cost forecast for each subcontract and the project as a whole. § 2.3.6.4 Prepare monthly progress report narrative. § 2.3.6.5 Prepare monthly earned value. report. § 2.3.6.6 Establish pay request procedures. ,The Construction Manager shall prepare monthly pay requests. § 2.3.6.7 Prepare independent cost estimates for Subcontractor change orders. The Construction Manager shall AIA Document A133TM — 2009 (formerly A121TmCMe — 2003). Copyright ®1991, 2003 and 2009 by The American institute of Architects. All rights reserved. WARNING: This AIA' Document Is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® 15 Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. document and track all change order payments. 2,3.6.8 Resolve Subcontractor claim issues. § 2.3.6.9 At conclusion of Project, prepare final accounting of Project and prepare final payment and buyout. § 2.3.7 Schedule. The Construction Manager shall: § 2.3.7.1 Develop and keep current a master critical path schedule ("CPM") for the project as required by A201-2007 and that includes design and construction activities as well as applicable regulatory agency, outside entity, project team, and CPM activities and constraints. The CPM shall identify all long -lead procurement items. In developing the activities for the CPM, the Construction Manager shall consult with both Owner's Designated Representative and Architect to ensure that the responsibility for and duration of these activities is accurate. The Construction Manager shall submit the CPM to Owner or such other person as the Owner shall designate for approval. § 2.3.7.2 Monitor construction progress and formally update the CPM every month. The Construction Manager shall discuss the need for corrective action regarding the CPM with Owner's Designated Representative in the weekly coordination meetings. § 2.3.7.3 The Construction Manager shall also prepare a three-week look -ahead schedule each week, which will be presented to Owner's Designated Representative not later than the weekly coordination meeting. Once a month, the Construction Manager shall also prepare a monthly summary schedule and six -week look -ahead with the monthly progress. § 2.3.8 Quality Control/Quality Assurance. § 2.3.8.1 The Construction Manager shall be responsible to ensure that the Owner's inspectors ace given notice and are afforded timely and appropriate access to the Work to make their inspections. Special inspection required by the appropriate building officials and regulatory agencies will be provided by the Owner's Designated Representative. § 2.3.8.2 The Construction Manager shall develop and submit a QA/QC plan for the Project to complement the Owner independent testing and inspection. The QA/QC plan shall be approved by Owner's Designated Representative. QA/QC shall be conducted as further described in the Contract Documents. § 2.3.8.3 The Construction Manager shall review the Owner's testing and inspection reports and, where required, take appropriate remedial actions. § 2.3.8.4 The Construction Manager shall, in cooperation with the Owner's Designated Representative and Architect, develop an appropriate system for reporting and correcting deficiencies. § 2.3.9 Procurement. The Construction Manager shall: § 2.3.9.1 Prepare and maintain a detailed procurement schedule for all direct Owner -purchased materials, furnishings, fixtures, and equipment. § 2.3.9.2 Coordinate delivery and installation of Owner -purchased items. § 2.3.10 Commissioning, Test, Close Out. § 2.3.10.1 Substantial Completion, for purposes of Section 9.8 of the General Conditions and this Contract, shall include those commissioning activities necessary to obtain a certificate of occupancy. § 2.3.10.2 The Construction Manager shall assist the Owner in obtaining a certificate of occupancy and the required permits necessary for the Owner to take a beneficial occupancy of the facility constructed in this project. § 2.3.10.3 The Construction Manager shall prepare and/or coordinate the preparation of all operations and maintenance manuals. AIA Document A133TM — 2009 (formerly A121T'CMc — 2003). Copyright 01991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) § 2.3.10.4 The Construction Manager shall assemble and coordinate all vendor manuals, warranties, guarantees, affidavits, releases, bonds waivers, certificates of occupancy, etc. § 2.3.10.5 The Construction Manager shall administer and coordinate the preparation of all Subcontractor and/or vendor shop drawings, if any. § 2.3.10.6 Working in conjunction with Architect's field staff, the Owner's Designated Representative, and the Construction Manager shall develop a protocol for preparing as -built drawings in accordance with the Contract Documents. § 2.3.10.7 The Construction Manager shall prepare closeout documentation acceptable to the City of Tukwila. § 2.3.11 Time of Completion, Liquidated Damages. § 2.3.11.1 The Construction Manager shall achieve Substantial Completion, Physical Completion, and Final Completion of the Work of this Project on or before the date stated in the Guaranteed Maximum Price Amendment for each phase of the Project. The terms "Substantial Completion," "Physical Completion," and "Final Completion" are as defined in A201-2007 Section 9.8 and 9.10 and stated in the Guaranteed Maximum Price Amendment. § 2.3.11.2 Any delay in the scheduled date for Physical Completion and Final Completion of the Project will make it difficult and unwieldy for the Owner to administer warranty and service to equipment placed in use at Substantial Completion, and will interfere with the ability of the Owner to close its project office and reassign Owner staff, thus causing the Owner to incur unwarranted expense. The parties recognize that the cost to Owner of any such delay is difficult to determine, and therefore, the parties have negotiated and agreed that in the event that Construction Manager does not achieve Physical Completion or Final Completion of any phase the Project by the dates specified in the Guaranteed Maximum Price Amendment, the Owner shall have theright to elect among the following remedies: 1) continue to allow the Construction Manager to work toward Physical Completion and Final Completion, provided that for each day of delay, Construction Manager shall pay to the Owner as liquidated damages, the sum of $2,000 per day until Owner determines that the relevant completion has occurred; and 2) terminate this Agreement and bring action, including without limitation for breach of contract seeking actual damages. The parties agree that the liquidated damages amount is a reasonable estimate of actual damages and not a penalty. § 2.4 Professional Services Section 3.12.10 of A201-2007 shall apply to both the Preconstruction and Construction Phases. In addition, Construction Manager shall furnish professional and competent construction administration and management services, including provision of sufficient quantities of fully qualified, competent and experienced personnel capable of performing the services set forth in this Agreement. The parties shall endeavor to promote harmony and cooperation among the Owner, Architect, Construction Manager and other persons or entities employed by the parties for the Project to the fullest extent possible in order to further the interests of the Owner and to effect prompt completion of the Project in accordance with the requirements of the Contract, including but not limited to, the Contract Time and the Total Contract Cost. § 2.5 Hazardous Materials Section 10.3 of A201-2007 shall apply to both the Preconstruction and Construction Phases. § 2.6 Subcontracting § 2.6.1 Other than the Specified Ghneral Conditions and Negotiated Support Services, all Work on the Project shall be competitively bid with public bid openings and as otherwise provided by RCW 39.10.380 through .410. In the event of conflict with the Contract and Chapter 39.10 RCW, the statute will govern. Subcontract Work shall not be issued for bid until the Owner has approved a Subcontract Plan prepared by the Construction Manager. The Construction Manager shall organize and solicit bids for the subcontract Work to accomplish the Work in the most efficient and cost effective manner possible. The Construction Manager may not use any alternates without approval of the Owner. Without limiting the Owner's right to approve a Subcontract Plan, one of the primary interests of the Owner in approving the Subcontract Plan is to satisfy itself that, in the event that the Construction Manager desires to self -bid on any bid package(s), that such bid package(s) does not give the Construction Manager an unfair advantage. AIA Document AI33TM — 2009 (formerly A121TTMCMc — 2003). Copyright 01991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. f This document was produced by AIA software at 18:01:46 on 02/26/2018 under order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) § 2.6.2 As part of the Specified General Conditions Work, the Construction Manager shall be responsible for all costs associated with the subcontracting process including, but not necessarily limited to: Developing solicitations for Subcontract packages. Site tours. Responding to questions from bidders. Providing bid opening facility. Bidding in accordance with public works requirements. Contract award. § 2.6.3 Solicitations of Subcontractors by the Construction Manager shall be made in accordance with the following procedures: § 2.6.3.1 All Subcontractor bids will be required to be written, signed, and submitted in a sealed envelope at a specific time and to a specific location, where the bids will be publicly opened and read aloud. §.2.6.3.2 All Subcontractor bids shall include the following language: BIDS HELD OPEN FOR MINIMUM NINETY (90) DAYS AND TERMINATION OF PROPOSED BID AWARD FOR NON -APPROPRIATION OF FUNDS — The low responsive responsible bidder for every bid package shall hold its bid open for formal acceptance a minimum of ninety (90) days from the date of announcement of each proposed bid award and, at Owner's sole discretion, shall hold its bid open an additional fifteen (15) days. If, (1) Owner is not appropriated sufficient funds for the goods or services required for a bid package in order to proceed with this proposed contract award in its entirety, or (2), contract award is dependent on funding from other sources and that funding is withdrawn, reduced, or limited in any way before the award of this contract and Owner, in its sole reasonable judgment, does not have other available funds to award this contract, Owner, in its sole discretion, may terminate the proposed contract award by 10 days written notice to Construction Manager. If the award is terminated, no low responsive responsible bidder shall be entitled to any monetary, legal, or equitable relief. § 2.6.3.3 Solicitations for bids will be advertised in advance in the Seattle Daily Journal of Commerce, Public Notice Section, and Seattle Times, Public Notice Section. § 2.6.3.4 Bidders may obtain the bid results by telephone from the Construction Manager. Any such calls to the Owner will be referred to the Construction Manager. § 2.6.3.5 When critical to the successful completion of a Subcontractor bid package, the Construction Manager may evaluate for bidding eligibility a Subcontractor's ability, time, budget, and specification requirements based on the Subcontractor's performance of those items on previous projects. Subcontract bid packages shall be awarded to the responsible bidder submitting the low responsive bid. The requirements of RCW 39.30.380 through .410 apply to each subcontract bid package. The Construction Manager shall be responsible for ensuring all of these requirements are complied with. The Construction Manager will describe responsiveness requirements and bidding procedures in each bid solicitation and will review the requirements and procedures with the Owner prior to issuing each bid solicitation. § 2.6.4 The Construction Manager shall comply with applicable Subcontractor bidding procedures, including without limitation RCW 39.10.380 and, if approved by Owner, RCW 39.10.385. § 2.6.5 The Construction Manager may only bid on a subcontract package with the permission of the Owner and if the requirements of RCW 39.10.390 are met. § 2.7 Nondiscrimination and Disadvantaged Business Enterprises § 2.7.1 Notwithstanding any other provisions herein, this Contract does not require any specific utilization levels of minorities or women in the Construction Manager's workforce, except as may be specified in any federal regulations or statutes included or referenced in the Contract. The Owner encourages the Construction Manager to employ a workforce reflective of the region's diversity. The Construction Manager shall adhere to all non-discrimination AIA Document A133TM - 2009 (formerly A121T*1CMc - 2003). Copyright 01991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIAe Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. requirements set forth in Federal and State laws and regulations and in local applicable provisions. § 2.7.2 During the performance of the Work, the Construction Manager will not discriminate against any employee or applicant for employment because of race, religion, creed, color, sex, marital status, sexual orientation, gender identity, political ideology, ancestry, national origin, or the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification. § 2.7.3 Disadvantaged Business Enterprise Requirements 1. General. Currently, minority and woman businesses and workers are under -represented on City of Tukwila construction projects. The Construction Manager acknowledges that the Owner has specific goals to promote and ensure equality for employees and women and minority owned businesses in the construction of the Project. Construction Manager must perform affirmative, good faith, and meaningful efforts for outreach and subcontract participation of Disadvantaged Business Enterprises, as that term is defined in RCW 39.10.210 ("DBEs"). No minimum level of DBE Subcontractor participation shall be required as a condition of receiving award; provided, however, that any affirmative action requirements set forth in any federal regulations or statutes included or referenced in the Contract will continue to apply. 2. Non -Discrimination. The Construction Manager shall not create barriers to open and fair opportunities for DBEs to participate in all contracts and to obtain or compete for contracts and subcontracts as sources of supplies, equipment, construction and services. In considering offers from and doing business with Subcontractors and suppliers, the Construction Manager shall not discriminate on the basis of race, religion, creed, color, sex, marital status, sexual orientation, gender identity, political ideology, ancestry, national origin, or the presence of any sensory, mental or physical handicap. 3. Record -Keeping. The Construction Manager shall maintain, for at least twelve (12) months after completion of this Contract, relevant records and information necessary to document the Construction Manager's utilization of DBEs and other businesses as Subcontractors and suppliers under this Agreement and in its overall public and private business activities. The Owner shall have the right to inspect and copy such records. If this Contract involves federal funds, the Construction Manager shall comply with all record -keeping requirements set forth in any federal rules, regulations or statutes included or referenced in the Contract. 4. Sanctions for Violation. Any violation of the mandatory requirements of the provisions of this Section shall be a material breach of contract for which the Construction Manager may be subject to damages and sanctions provided for by the Agreement and by applicable law. ARTICLE 3 OWNER'S RESPONSIBILITIES § 3.1 Information Required of the Owner The Owner shall provide information with reasonable promptness, regarding requirements for and limitations on the Project. (Paragraphs deleted) § 3.2 Owner's Designated Representative The Owner shall identify a representative authorized to act on behalf of the Owner with respect to the Project. The Owner's Designated Representative shall render decisions promptly and furnish information expeditiously, so as to avoid unreasonable delay in the services or Work of the Construction Manager. Except as otherwise provided in Section 4.2.1 of A201-2007, the Architect does not have such authority. The term "Owner" means the Owner or the Owner's Designated Representative. § 3.2.1 Legal Requirements. The Owner shall furnish all legal, insurance and accounting services, including auditing services, that may be reasonably necessary at any time for the Project to meet the Owner's needs and interests. § 3.3 Architect The Owner shall retain an Architect to provide services, duties, and responsibilities as described in AEA Document B 133TM-2014, Standard Form of Agreement Between Owner and Architect, Construction Manager as Constructor Edition. The Owner shall provide the Construction Manager a copy of the executed agreement between the Owner and the Architect, and any further modifications to the agreement. AIA Document A133TM — 2009 (formerly A121TmCMc — 2003). Copyright ®1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 19 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) init. ARTICLE 4 COMPENSATION AND. PAYMENTS FOR PRECONSTRUCTION PHASE SERVICES § 4.1 Compensation § 4.1.1 For the Construction Manager's Preconstruction Phase services, the Owner shall compensate the Construction Manager as follows: § 4.1.2 For the Construction Manager's Preconstruction Phase services described in Sections 2.1 and 2.2: (Insert amount of or basis for, compensation and include a list of reimbursable cost items, as applicable.) Payments based on the number of hours expended multiplied by the rates stated in Exhibit B, up to and not to exceed the Preconstruction Services NTE Limit, as further described in Section 2.1.4. § 4.1.3 If the Preconstruction Phase services covered by this Agreement have not been completed by the end of the months stated in Section 2.1.1, through no fault of the Construction Manager, the Construction Manager's compensation for Preconstruction Phase services shall be equitably adjusted. § 4.1.4 Compensation based on the rates stated in Exhibit B includes the direct salaries of the Construction Manager personnel providing Preconstruction Phase services on the Project and the Construction Manager's costs for the mandatory and customary contributions and benefits related thereto, such as employment taxes and other statutory employee benefits, insurance, sick leave, holidays, vacations, employee retirement plans and similar contributions. § 4.2 Payments § 4.2.1 Construction Manager, on a monthly basis, may invoice the Owner for Preconstruction Services performed in the prior month. Labor charges shall be based on the rates set forth in Exhibit B. Such rates shall be compensation for any and all expenses and costs of the Construction Manager other than reimbursables. Reimbursables must be accompanied by appropriate receipts or other evidence of expenditure. Reimbursables are for items such as long distance travel, research, copying and documentation, etc. With regard to travel, the Preconstruction Services NTE Limit includes local travel and parking costs, but does not • include the costs of long distance trips made outside the greater Seattle -Tacoma metropolitan area by employees of the Construction Manager in connection with the Work. Provided the Owner approves such travel in writing in advance of the Construction Manager incurring the expense, the Owner shall reimburse the Construction Manager for its actual travel costs, including lodging and meals, except that lodging and meal expenses for long distance trips shall not exceed the current Runzheimer index amounts for the metropolitan areas visited. Travel shall be at the lowest cost reasonably available. § 4.2.2 Payments are due and payable (Paragraphs deleted) thirty (30) days after presentation of the Construction Manager's invoice, subject to Owner's right to withhold payment under the Contract Documents. ARTICLE 5 COMPENSATION FOR CONSTRUCTION PHASE SERVICES § 5.1 For the Construction Manager's performance of the Work as described in Section 2.3, the Owner shall pay the Construction Manager the Specified General Conditions, the Negotiated Support Services, and the Cost of the Work for the Construction Phase plus the Construction Manager's Fee. § 5.1.1 The Construction Manager's Fee: (Stated as a percentage of Cost of the Work) § 5.1.2 The Specified General Conditions: § 5.1.3 The Negotiated Support Services: AIA Document A133"2009 (formerly A121T""CMc — 2003). Copyright ®1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AlA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 20 Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/28/2018 under Order No.3800792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) § 5.1.4 Allocation of Project Costs. Construction Manager shall allocate project costs among Fee, Specified General Conditions, Negotiated Support Services, and Cost of the Work as indicated in the Matrix of Fee, Specific General Conditions, Negotiated Support Services or Cost of Work ("Cost Allocation. Matrix") attached as Exhibit C. The items listed in the Cost Allocation Matrix are not intended to be comprehensive, but if there is a conflict between the allocation of an item in the Cost Allocation Matrix and elsewhere in the Contract Documents, the allocation in the Cost Allocation Matrix shall govern. (Table deleted) (Paragraphs deleted) § 5.2 Maximum Allowable Construction Cost § 5.2.1 The Construction Manager guarantees that the Cost of the Work for the Construction Phase and Negotiated Support Services shall not collectively exceed the Maximum Allowable Construction Cost set forth in the Guaranteed Maximum Price Amendment, as it is amended from time to time. To the extent the Cost of the Work and Negotiated Support Services collectively exceed the Maximum Allowable Construction Cost, the Construction Manager shall bear such costs in excess of the Maximum Allowable Construction Cost without reimbursement or additional compensation from the Owner. (Insert specific provisions if the Construction Manager is to participate in any savings) § 5.2.2 The Maximum Allowable Construction Cost is subject to additions and deductions by Change Order as provided in the Contract Documents and the Date of Substantial Completion shall be subject to adjustment as provided in the Contract Documents. § 5.3 Changes in the Work § 5.3.1 The Owner may, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions. The Owner shall issue such changes in writing. The Architect may make minor changes in the Work as provided in Section 7.4 of AIA Document A201-2007, General Conditions of the Contract for Construction. The Construction Manager shall be entitled to an equitable adjustment in the Contract Time as a result of changes in the Work. § 5.3.2 Adjustments to the MACC on account of changes in the Work subsequent to the execution of the Guaranteed Maximum Price Amendment may be determined by any of the methods listed in Section 7.3.3 of AIA Document A201 2007, General Conditions of the Contract for Construction, and all of Article 7 shall apply to such adjustments. § 5.3.3 In calculating adjustments to subcontracts (except those awarded with the Owner's prior consent on the basis of cost plus a fee), calculations of "cost" and "fee" as used in Section 7.3.3.3 of AIA Document A201-2007 and "costs" as used in Section 7.3.7 of AIA Document A201-2007 shall be consistent with Section 7.5 of A201-2007. § 5.3.4 In calculating adjustments to the MACC, the terms "cost" and "costs" as used in the above -referenced provisions of AIA Document A201-2007 shall mean the Cost of the Work as defined in Sections 6.1 to 6.7 of this Agreement and the term "fee" shall be consistent with Section 7.5 of A201-2007. (Paragraph deleted) ARTICLE 6 COST OF THE WORK FOR CONSTRUCTION PHASE § 6.1 Costs to Be Reimbursed § 6.1.1 The term Cost of the Work shall mean costs necessarily incurred by the Construction Manager in the proper performance of the Work. Such costs shall be at rates not higher than the standard paid at the place of the Project except with prior consent of the Owner. The Cost of the Work shall include only the items set forth in Sections 6.1 through 6.7, except to the extent payment for such items would conflict with the Contract Documents. § 6.1.1.1 Notwithstanding Section 6.1.1, the Cost of the Work shall not include any costs or items that are included in the Specified General Conditions or the Negotiated Support Services, even if set forth in Sections 6.1 through 6.7. AIA Document A1337" — 2009 (formerly A121TMCMc — 2003). Copyright CP 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. § 6.1.2 Where any cost is subject to the Owner's prior approval, the Construction Manager shall obtain this approval prior to incurring the cost. The parties shall endeavor to identify any such costs prior to executing Guaranteed Maximum Price Amendment. § 6.2 Labor Costs § 6.2.1 Wages of construction workers directly employed by the Construction Manager to perform the construction of the Work at the site or, with the Owner's prior approval, at off -site workshops. § 6.2.2 [Intentionally Omitted.] § 6.2.3 [Intentionally Omitted.] § 6.2.4 Costs paid or incurred by the Construction Manager for taxes, insurance, contributions, assessments and benefits required by law or collective bargaining agreements and, for personnel not covered by such agreements, customary benefits such as sick leave, medical and health benefits, holidays, vacations and pensions, provided such costs are based on wages and salaries included in the Cost of the Work under Section 6.2.1. § 6.2.5 Bonuses, profit sharing, incentive compensation and any other discretionary payments paid to anyone hired by the Construction Manager or paid to any Subcontractor or vendor, with the Owner's prior approval. § 6.3 Subcontract Costs Payments made by the Construction Manager to Subcontractors in accordance with the requirements of the subcontracts. § 6.4 Costs of Materials and Equipment Incorporated in the Completed Construction § 6.4.1 Costs, including transportation and storage, of materials and equipment incorporated or to be incorporated in the completed construction. § 6.4.2 Costs of materials described in the preceding Section 6.4.1 in excess of those actually installed to allow for reasonable waste and spoilage. Unused excess materials, if any, shall become the Owner's property at the completion of the Work or, at the Owner's option, shall be sold by the Construction Manager. Any amounts realized from such sales shall be credited to the Owner as a deduction from the Cost of the Work. § 6.5 Costs of Other Materials and Equipment, Temporary Facilities and Related Items § 6.5.1 Costs of transportation, storage, installation, maintenance, dismantling and removal of materials, supplies, temporary facilities, machinery, equipment and hand tools not customarily owned by construction workers that are provided by the Construction Manager at the site and fully consumed in the performance of the Work. Costs of materials, supplies, temporary facilities, machinery, equipment and tools that are not fully consumed shall be based on the cost or value of the item at the time it is first used on the Project site less the value of the item when it is no longer used at the Project site. Costs for items not fully consumed by the Construction Manager shall mean fair market value. § 6.5.2 Rental charges for temporary facilities, machinery, equipment and hand tools not customarily owned by construction workers that are provided by the Construction Manager at the site and costs of transportation, installation, minor repairs, dismantling and removal. The total rental cost of any Construction Manager -owned item may not exceed the purchase price of any comparable item. Rates of Construction Manager -owned equipment and quantities of equipment shall be subject to the Owner's prior approval. § 6.5.3 Costs of removal of debris from the site of the Work and its proper and legal disposal. § 6.5.4 Costs of document reproductions, facsimile transmissions and long-distance telephone calls, postage and parcel delivery charges, telephone service at the site and reasonable petty cash expenses of the site office. § 6.5.5 That portion of the reasonable expenses of the Construction Manager's. supervisory or administrative personnel incurred while traveling in discharge of duties connected with the Work. AIA Document A133TM — 2009 (formerly A121T'CMc — 2003). Copyright ®1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 22 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. § 6.5.6 Costs of materials and equipment suitably stored off the site at a mutually acceptable location, subject to the Owner's prior approval. § 6.6 Miscellaneous Costs § 6.6.1 [Intentionally Omitted.] § 6.6.2 Sales, use or similar taxes imposed by a governmental authority that are related to the Work and for which the Construction Manager is liable. § 6.6.3 Fees and assessments for the building permit and for other permits, licenses and inspections for which the Construction Manager is required by the Contract Documents to pay. § 6.6.4 Fees of laboratories for tests required by the Contract Documents, except those related to defective or nonconforming Work for which reimbursement is excluded by Section 13.5.3 of AIA Document A201-2007 or by other provisions of the Contract Documents, and which do not fall within the scope of Section 6.7.3. § 6.6.5 Royalties and license fees paid for the use of a particular design, process or product required by the Contract Documents; the cost of defending suits or claims for infringement of patent rights arising from such requirement of the Contract Documents; and payments made in accordance with legal judgments against the Construction Manager resulting from such suits or claims and payments of settlements made with the Owner's consent. However, such costs of legal defenses, judgments and settlements shall not be included in the calculation of the Construction Manager's Fee or subject to the MACC. If such royalties, fees and costs are excluded by the last sentence of Section 3.17 of AIA Document A201-2007 or other provisions of the Contract Documents, then they shall not be included in the Cost of the Work. § 6.6.6 Costs for electronic equipment and software, directly related to the Work with the Owner's prior approval. § 6.6.7 Deposits lost for causes other than the Construction Manager's negligence or failure to fulfill a specific responsibility in the Contract Documents. § 6.6.8 Legal, mediation and arbitration costs, including attorneys' fees, other than those arising from disputes between the Owner and Construction Manager, reasonably incurred by the Construction Manager after the execution of this Agreement in the performance of the Work and with the Owner's prior approval, which shall not be unreasonably withheld. § 6.6.9 Subject to the Owner's prior approval, expenses incurred in accordance with the Construction Manager's standard written personnel policy for relocation and temporary living allowances of the Construction Manager's personnel required for the Work. § 6.7 Other Costs and Emergencies § 6.7.1 Other costs incurred in the performance of the Work if, and to the extent, approved in advance in writing by the Owner. § 6.7.2 Costs incurred in taking action to prevent threatened damage, injury or loss in case of an emergency affecting the safety of persons and property, as provided in Section 10.4 of AIA Document A201-2007. § 6.7.3 Costs of repairing or correcting damaged or nonconforming Work executed by the Construction Manager, Subcontractors or suppliers, provided that such damaged or nonconforming Work was not caused by negligence or failure to fulfill a specific responsibility of the Construction Manager and only to the extent that the cost of repair or correction is not recovered by the Construction Manager from insurance, sureties, Subcontractors, suppliers, or others. § 6.7.4 The costs described in Sections 6.1 through 6.7 shall be included in the Cost of the Work, notwithstanding any provision of AIA Document A201-2007 or other Conditions of the Contract which may require the Construction Manager to pay such costs, unless such costs are excluded by the provisions of Section 6.8. § 6.8 Costs Not To Be Reimbursed § 6.8.1 The Cost of the Work shall not include the items listed below: AIA Document A133TM - 2009 (formerly A121TMCMc — 2003). Copyright ®1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. .1 Salaries and other compensation of the Construction Manager's personnel stationed at the Construction Manager's principal office or offices other than the site office, except as specifically provided in Section 6.2, or as may be provided in Article 11; .2 Expenses of the Construction Manager's principal office and offices other than the site office; .3 Overhead and general expenses, except as may be expressly included in Sections 6.1 to 6.7; .4 The Construction Manager's capital expenses, including interest on the Construction Manager's capital employed for the Work; .5 Except as provided in Section 6.7.3 of this Agreement, costs due to the negligence or failure of the Construction Manager, Subcontractors and suppliers or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable to fulfill a specific responsibility of the Contract; .6 Any cost not specifically and expressly described in Sections 6.1 to 6.7; .7 Costs, other than costs included in Change Orders approved by the Owner, that would cause the MACC to be exceeded; and .8 Costs for services incurred during the Preconstruction Phase. § 6.9 Discounts, Rebates and Refunds § 6.9.1 Cash discounts obtained on payments made by the Construction Manager shall accrue to the Owner if (I ) before making the payment, the Construction Manager included them in an Application for Payment and received payment from the Owner, or (2) the Owner has deposited funds with the Construction Manager with which to make payments; otherwise, cash discounts shall accrue to the Construction Manager. Trade discounts, rebates, refunds and amounts received from sales of surplus materials and equipment shall accrue to the Owner, and the Construction Manager shall make provisions so that they can be obtained. § 6.9.2 Amounts that accrue to the Owner in accordance with the provisions of Section 6.9.1 shall be credited to the Owner as a deduction from the Cost of the Work. § 6.10 Related Party Transactions § 6.10.1 For purposes of Section 6.10, the term "related party" shall mean a parent, subsidiary, affiliate or other entity having common ownership or management with the Construction Manager; any entity in which any stockholder in, or management employee of, the Construction Manager owns any interest in excess of ten percent in the aggregate; or any person or entity that has the right to control the business or affairs of the Construction Manager. The term "related party" includes any member of the immediate family of any person identified above. § 6.10.2 If any of the costs to be reimbursed arise from a transaction between the Construction Manager and a related. party, the Construction Manager shall notify the Owner of the specific nature of the contemplated transaction, including the identity of the related party and the anticipated cost to be incurred, before any such transaction is consummated or cost incurred. If the Owner, after such notification, authorizes the proposed transaction, then the cost incurred shall be included as a cost to be reimbursed, and the Construction Manager shall procure the Work, equipment, goods or service from the related party, as a Subcontractor, according to the terms of Sections 2.3.2.1, 2.3.2.2 and 2.3.2.3. If the Owner fails to authorize the transaction, the Construction Manager shall procure the Work, equipment, goods or service from some person or entity other than a related party according to the terms of Sections 2.3.2.1, 2.3.2.2 and 2.3.2.3. § 6.11 Accounting Records The Construction Manager shall keep full and detailed records and accounts related to the cost of the Work and exercise such controls as may be necessary for proper financial management under this Contract and to substantiate all costs incurred. The accounting and control systems shall be satisfactory to the Owner. The Owner and the Owner's auditors,. accountants, Owner's Designated Representative, or other internal staff shall, during regular business hours and upon reasonable notice, be afforded access to, and shall be permitted to audit and copy, the Construction Manager's records and accounts, including complete documentation supporting accounting entries, books, correspondence, instructions, drawings, receipts, subcontracts, Subcontractor's proposals, purchase orders, vouchers, memoranda and other data relating to this Contract. The Construction Manager shall preserve these records for a period of three (3) years after final payment, or for such longer period as may be required by law, and Owner may demand access to the records during this period of time. Construction Manager shall ensure that Owner's rights under this section are a condition of any Subcontract, agreement or other arrangement under which any person or entity is permitted to perform work in connection with or related to the Work. AIA Document A133"^ — 2009 (formerly A12111"CMc — 2003). Copyright ©1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) ARTICLE 7 PAYMENTS FOR CONSTRUCTION PHASE SERVICES § 7.1 Progress Payments § 7.1.1 Based upon Applications for Payment submitted to the Architect by the Construction Manager and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Construction Manager as provided below and elsewhere in the Contract Documents. § 7.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. § 7.1.3 Provided that an Application for Payment is complete, accurate, and contains the required accompanying documentation, the Owner shall make payment of the certified amount to the Construction Manager within thirty (30) days of the Certificate for Payment or such other time as may be required by applicable law. § 7.1.4 With each Application for Payment, the Construction Manager shall submit payrolls, petty cash accounts, receipted invoices or invoices with check vouchers attached, and any other evidence required by the Owner or Architect to demonstrate that cash disbursements already made by the Construction Manager on account of the Cost of the Work equal or exceed progress payments already received by the Construction Manager, less that portion of those payments attributable to the Construction Manager's Fee, plus payrolls for the period covered by the present Application for Payment. The Construction Manager shall also submit other documentation required by the Contract Documents including the documentation required by A201-2007 Section 9.3.1.3. § 7.1.5 Each Application for Payment shall be based on the most recent schedule of values submitted by the Construction Manager in accordance with the Contract Documents. The schedule of values shall allocate the entire Total Contract Cost (TCC) among the various portions of the Work, except that the Construction Manager's Fee shall be shown as a single separate item. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Construction. Manager's Applications for Payment. § 7.1.6 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. The percentage of completion shall be the lesser of (1) the percentage of that portion of the Work which has actually been completed, or (2) the percentage obtained by dividing (a) the expense that has actually been incurred by the Construction Manager on account of that portion of the Work for which the Construction Manager has made or intends to make actual payment prior to the next Application for Payment by (b) the share of the MACC allocated to that portion of the Work in the schedule of values. § 7.1.7 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: .1 Take that portion of the MACC properly allocable to completed Work during the period covered by the Application for Payment as determined by multiplying the percentage of completion of each portion of the Work during that period by the share of the MACC allocated to that portion of the Work in the schedule of values. Pending final determination of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201-2007; .2 Add that portion of the MACC properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work, or if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing; .3 Add the Construction Manager's Fee. The Construction Manager's Fee shall be computed upon the Cost of the Work at the rate stated in Section 5.1.1; .4 Subtract retainage of five percent ( 5 %) from the sum of Subsections .1 through .3 above; .5 Subtract the shortfall, if any, indicated by the Construction Manager in the documentation required by Section 7.1.4 to substantiate prior Applications for Payment, or resulting from errors subsequently discovered by the Owner's auditors in such documentation; and .6 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007. AIA Document A133 M - 2009 (formerly A121T^+CMc - 2003). Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 25 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. / This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. § 7.1.8 Retainage. As reflected in Section 7.1.7, the Owner shall reserve from each progress payment a retainage not to exceed five percent (5%) of the monies earned by the Construction Manager pursuant to Chapter 60.28 RCW, which shall also govern the rights and obligations of the Owner, the Construction Manager, and others with an interest in the retainage. Construction Manager shall declare option for management of statutory retained percentage of this Agreement by checking applicable box below and affixing signature and date. [l [l [1 Construction Manager hereby elects to have the retained percentage of this Agreement held in a non - interest bearing fund by the Owner until sixty (60) days following the Final Completion Date. Bond in lieu of retainage. Construction Manager hereby elects to have Owner invest the retained percentage of the Contract from time to time as such retained percentage accrues and in accordance with RCW 60.28.011, .021, and .051, as amended. Construction Manager hereby designates: Name of Financial Institution Address of Financial Institution City, State, Zip Code of Financial Institution as the repository for the escrow of said funds. Construction Manager hereby further agrees to be fully responsible for payment of all costs or fees incurred as a result of placing said retained percentage in escrow and investing it as authorized by statute and to assume all risks in connection with the investment of the retained percentages in securities. The Owner shall not be liable in any way for any cost or fees in connection therewith. By: Date § 7.1.9 Except with the Owner's prior approval, the Construction Manager shall not make advance payments to suppliers for materials or equipment which have.not been delivered and stored at the site. § 7.1.10,In taking action on the Construction Manager's Applications for Payment, the Architect shall be entitled to rely on the accuracy and completeness of the information furnished by the Construction Manager and shall not be deemed to represent that the Architect has made a detailed examination, audit or arithmetic verification of the documentation submitted in accordance with Section 7.1.4 or other supporting data; that the Architect has made exhaustive or continuous on -site inspections; or that the Architect has made examinations to ascertain how or for what purposes the Construction Manager has used amounts previously paid on account of the Contract. Such examinations, audits and verifications, if required by the Owner, will be performed by the Owner's auditors acting in the sole interest of the Owner. § 7.2 Final Payment § 7.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Construction Manager when AIA Document A133*" — 2009 (formerly A121*MCMc — 2003). Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by US. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA 26 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. .1 the Construction Manager has fully performed the Contract except for the Construction Manager's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-2007, and to satisfy other requirements, if any, which extend beyond final payment; .2 the Construction Manager has submitted a final accounting for the Cost of the Work and a final Application for Payment; .3 a final Certificate for Payment has been issued by the Architect; .4 the Construction Manager has submitted all required close-out documents, including without limitation warranties, Operation & Maintenance manuals, as -built documents, and such documents have been approved by the Architect; .5 a Consent of Surety for release of retainage; .6 Owner receives required governmental approvals for release. retainage: Certificate of Payment of State Excise Taxes by Public Works Contractor from the State Department of Revenue, Certificate of Payment of Contributions Penalties and Interest on Public Works Contract from the Employment Securities Department, and Certificates approved by all other departments and agencies having. jurisdiction over the activities of the Construction Manager, as appropriate for the Work performed; .7 Affidavits from the Construction Manager approved by the Industrial Statistician of the Washington State Department of Labor and Industries stating that the Construction Manager and all Subcontractors and material suppliers for the project have been paid in full (Affidavit of Wages Paid); and 8 Owner's governing body has taken formal action to accept the Project. § 7.2.2 The Owner's auditors or designees will review and report in writing on the Construction Manager's final accounting within 30 days after delivery of the final accounting to the Owner and Architect by the Construction Manager. Based upon such Cost of the Work as the Owner determines is 'substantiated by the Construction Manager's final accounting, and provided the other conditions of Section 7.2.1 have been met, the Architect will, within seven days after receipt of the written report, either issue to the Owner a final Certificate for Payment with a copy to the Construction Manager, or notify the Construction Manager and Owner in writing of the Architect's or Owner's reasons for withholding a certificate as provided in Section 9.5.1 of the AIA Document A201-2007. The time periods stated in this Section supersede those stated in Section 9.4.1 of the AIA Document A201-2007. § 7.2.3 If the Owner's auditors report the Cost of the Work as substantiated by the Construction Manager's final accounting to be less than claimed by the Construction Manager, the Construction Manager shall be entitled to request mediation of the disputed amount without seeking an initial decision pursuant to Section 15.2 of A201-2007. A request for mediation shall be made by the Construction Manager within 30 days after the Construction Manager's receipt of a copy of the Architect's final Certificate for Payment. Failure to request mediation within this 30-day period shall result in the substantiated amount reported by the Owner's auditors becoming binding on the Construction Manager. Pending a final resolution of the disputed amount, the Owner shall pay the Construction Manager the amount certified in the Architect's final Certificate for Payment. § 7.2.4 If, subsequent to final payment, the Owner' requests Construction Manager to perform services that would require the Construction Manager to incur costs described in Section 6.1.1 and not excluded by Section 6.8, the Construction Manager shall notify the Owner and estimate the cost of such services. Construction Manager shall not be required to perform any such services unless Owner agrees in writing to pay Construction Manager for such services as a Cost of Work. If the Owner approves the estimate in writing, the Owner shall reimburse the Construction Manager such costs 'on the same basis as if such costs had been incurred prior to final payment, but not in excess of the MACC. If the Construction Manager has participated in savings as provided in Section 5.2.1, the amount of such savings shall be recalculated and appropriate credit given to the Owner in determining the net amount to be paid by the Owner to the Construction Manager. ARTICLE 8 INSURANCE AND BONDS For all phases of the Project, the Construction Manager and the Owner shall purchase and maintain insurance, and the Construction Manager shall provide bonds as set forth in Article 11.4 of AIA Document A201-2007. All of the costs for the insurance required of the Construction Manager by Section 11.1 of the A201-2007 and the bonds required by Section 11.4 of the A201-2007 are included within the Construction Manager's Fixed Fee and are not separately reimbursable. If the Owner requires that the Construction Manager procure the builder's risk insurance, it will be as a Negotiated Support Service. AIA Document A133T"" — 2009 (formerly A121T",CMc — 2003). Copyright 01991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIM, Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) (Table deleted) ARTICLE 9 DISPUTE RESOLUTION § 9.1 Any Claim between the Owner and Construction Manager shall be resolved in accordance with the provisions set forth in this Article 9 and Article 15 of A201-2007. However, for Claims arising from or relating to the Construction Manager's Preconstruction Phase services, no decision by the Initial Decision Maker shall be required as a condition precedent to mediation or binding dispute resolution, and Section 9.3 of this Agreement shall not apply. § 9.2 For any Claim subject to, but not resolved by mediation pursuant to Section 15 of AIA Document A201-2007, the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Construction Manager do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.) [ ] Arbitration pursuant to Section 15.4 of AIA Document A201-2007 [ X ] Litigation in a court of competent jurisdiction in King County, Washington. [ ] Other: (Specify) § 9.3 Initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007 for Claims arising from or relating to the Construction Manager's Construction Phase services, unless the parties appoint below another individual, not a party to the Agreement, to serve as the Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, if other than the Architect.) Initial Decision Maker — To be determined. ARTICLE 10 TERMINATION OR SUSPENSION § 10.1 Termination Prior to Establishment of the Maximum Allowable Construction Cost § 10.1.1 Prior to the execution of the Guaranteed Maximum Price Amendment, the Owner may terminate this Agreement upon not less than seven days' written notice to the Construction Manager for the Owner's convenience and without cause, and the Construction Manager may terminate this Agreement, upon not less than seven days' written notice to the Owner, for the reasons set forth in Section 14.1.1 of A201 2007. § 10.1.2 In the event of termination of this Agreement pursuant to Section 10.1.1, the Construction Manager shall be equitably compensated for Preconstruction Phase services performed prior to receipt of a notice of termination. In no event shall the Construction Manager's compensation under this Section exceed the Preconstruction Services NTE Limit (or, if not established, then the Preconstruction Services Allowance) multiplied by the percentage of the total Preconstruction Services actually performed. § 10.1.3 If the Owner terminates the Contract pursuant to Section 10.1.1 after the commencement of the Construction Phase but prior to the execution of the Guaranteed Maximum Price Amendment, the Owner shall pay to the Construction Manager an amount calculated as follows, which amount shall be in addition to any compensation paid to the Construction Manager under Section 10.1.2: .1 Take the Cost of the Work incurred by the Construction Manager to the date of termination; .2 Add the Construction Manager's Fee computed upon the Cost of the Work to the date of termination at the rate stated in Section '5.1; and .3 Subtract the aggregate of previous payments made by the Owner for Construction Phase services. The Owner shall also pay the Construction Manager fair compensation, either by purchase or rental at the election of the Owner, for any equipment owned by the Construction Manager which the Owner elects to retain and which is not otherwise included in the Cost of the Work under Section 10.1.3.1. To the extent that the Owner elects to take legal assignment of subcontracts and purchase orders (including rental agreements), the Construction Manager shall, as a AIA Document AI33TM — 2009 (formerly A121TMCMc — 2003). Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. Init. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. 1 This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. 1 condition of receiving the payments referred to in this Article 10, execute and deliver all such papers and take all such steps, including the legal assignment of such subcontracts and other contractual rights of the Construction Manager, as the Owner may require for the purpose of fully vesting in the Owner the rights and benefits of the Construction Manager under such subcontracts or purchase orders. All Subcontracts, purchase orders and rental agreements entered into by the Construction Manager will contain provisions allowing for assignment to the Owner as described above. If the Owner accepts assignment of subcontracts, purchase orders or rental agreements as described above, the Owner will reimburse or indemnify the Construction Manager for all costs arising under the subcontract, purchase order or rental agreement, if those costs would have been reimbursable as Cost of the Work if the contract had not been terminated. If the Owner chooses not to accept assignment of any subcontract, purchase order or rental agreement that would have constituted a Cost of the Work had this agreement not been terminated, the Construction Manager wilt terminate the subcontract, purchase order or rental agreement and the Owner will pay the Construction Manager the. costs necessarily incurred by the Construction Manager because of such termination. § 10.2 Termination Subsequent to Establishing Maximum Allowance Construction Cost Following execution of the Guaranteed Maximum Price Amendment and subject to the provisions of Section 10.2.1 and 10.2.2 below, the Contract may be terminated as provided in Article 14 of AIA Document A201-2007. § 10.2.1 If the Owner terminates the Contract after execution of the Guaranteed Maximum Price Amendment, the amount payable to the Construction Manager pursuant to Sections 14.2 and 14.4 of A201-2007 shall not exceed the amount the Construction Manager would otherwise have received pursuant to Sections 10.1.2 and 10.1.3 of this Agreement. § 10.2.2 If the Construction Manager terminates the Contract after execution of the Guaranteed Maximum Price Amendment, the amount payable to the Construction Manager under Section 14.1.3 of A201-2007 shall not exceed the amount the Construction Manager would otherwise have received under Sections 10.1.2 and 10.1.3 'above. § 10.3 Suspension The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007. In such case, the MACC and Contract Time shall be increased as provided in Section 14.3.2 of AIA Document A201-2007, except that the term "profit" shall be understood to mean the Construction Manager's Fee as described in Sections 5.1 and 5.3.5 of this Agreement. ARTICLE 11 MISCELLANEOUS PROVISIONS § 11.1 Terms in this Agreement shall have the same meaning as those in A201-2007, except where otherwise stated, herein. § 11.2 Ownership and Use of Documents Section 1.5 of A201 2007 shall apply to both the Preconstruction and Construction Phases. § 11.3 Governing Law Section 13.1 of A201-2007 shall apply to both the Preconstruction and Construction Phases. § 11.4 Assignment The Owner and Construction Manager, respectively, bind themselves, their agents, successors, assigns and legal representatives to this Agreement. Except as provided in Section 13.2.2 of A201-2007, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. § 11.5 Other provisions: § 11.5.1 Meaning of Words. Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. Reference to standard specifications, manuals, or codes of any technical society, organization, or association, or to the code of any governmental authority, whether such reference be specific or by implication, shall be to the latest standard specification, manual, or code in effect on the date for submission of bids, except as may be AIA Document A133TM — 2009 (formerly A121T*'CMc — 2003). Copyright 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may resutt in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. otherwise specifically stated. Wherever in these Drawings and Specifications an article, device, or piece of equipment is referred to in the singular manner, such reference shall apply to as many such articles as are shown on the drawings, or required to complete the installation. § 11.5.2 Rights and Remedies. No action or failure to act by Owner or Architect shall constitute a waiver of a right or duty afforded them under the Contract Documents, nor shall such action or failure to act constitute approval of an acquiescence in a breach therein, except as may be specifically agreed in writing. § 11.5.3 Contractor Registration. Pursuant to .RCW 39.06, Construction Manager shall be registered or licensed as required by the laws of the State of Washington, including but not limited to RCW 18.27. § 11.5.4 Time Computations. When computing any period of time, the day of the event from which the period of time begins shall not be counted. The last day is counted unless it falls on a weekend or legal holiday, in which event the period runs until the end of the next day that is not a weekend or holiday. When the period of time allowed is less than 7 days, intermediate Saturdays, Sundays, and legal holidays are excluded from the computation. § 11.5.5 Records Retention. The wage, payroll, and cost records of Construction Manager, and its Subcontractors, and all records subject to audit in accordance with the Contract Documents, shall be retained for a period of not less than three (3) years after the date of Completion. § 11.5.6 Third -party Agreements. The Contract Documents shall not be construed to create a contractual relationship of any kind between: the Architect and Construction Manager; Owner and any Subcontractor; or any persons other than Owner and Construction Manager. § 11.5.7 Amendments. No modification or amendment of the provisions hereof shall be effective unless in writing and signed by authorized representatives of the parties. The parties expressly reserve the right to modify this Agreement, from time to time, by mutual agreement. § 11.5.8 Executory Agreement. This Agreement will not be considered valid until signed by both parties. § 11.5.9 Binding Effect. The provisions, covenants and conditions in the Contract apply to bind the parties, their legal heirs, representatives, successors, and assigns. § 11.5.10 Applicable Law; Venue. The Contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any action brought under the Contract shall be in the Superior Court for King County. § 11.5.11 Remedies Cumulative. Rights under the Contract are cumulative; the failure to exercise on any occasion any right shall not operate to forfeit such right on another occasion. The use of one remedy shall not be taken to exclude or waive the right to use another. § 11.5.12 Captions. The titles of sections are for convenience only and do not define or limit the contents. § 11.5.13 Invalidity of Particular Provisions. A judicial determination that any term, provision, condition, or other portion of the Contract, or its application, is inoperative, invalid, or unenforceable shall not affect the remaining terms, provisions, conditions, or other portions of the Contract, nor shall such a determination affect the application of such term, provision, condition, or portion to persons or in circumstances other than those directly involved in the determination in which it is held to be inoperative, invalid, or unenforceable, and as to such other persons or in such other circumstances it shall continue in full force and effect. § 11.5.14 No Waiver. No waiver of full performance by either party shall be construed, or operate, as a waiver of any subsequent default or breach of any of the terms, covenants or conditions of the Contract. The payment of compensation to the Construction Manager shall not be deemed a waiver of any right or the acceptance of defective performance. AIA Document A133TM - 2009 (formerly A121TMCMc — 2003). Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of thls AIA® 30 Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. ARTICLE 12 SCOPE OF THE AGREEMENT § 12.1 This Agreement represents the entire and integrated agreement between the Owner and the Construction Manager and supersedes all prior negotiations, representations or agreements, either written or oral. This Agreement may be amended only by written instrument signed by both Owner and Construction Manager. § 12.2 The following documents comprise the Agreement: .1 AIA Document A133-2009, Standard Form of. Agreement Between Owner and Construction Manager as Constructor where the basis of payment is the Cost of the Work Plus a Fee with a Guaranteed Maximum Price, as modified by the parties, and including the following exhibits, incorporated by reference: Exhibit A: Guaranteed Maximum Price Amendment (to be completed after MACC negotiations) Exhibit B: Construction Manager's Hourly Rates Exhibit C: Cost Allocation Matrix .2 AIA Document A201-2007, General Conditions of the Contract for Construction, as modified by the parties .3 AIA Document E201Tm-2007, Digital Data Protocol Exhibit, if completed, or the following: .4 AIA Document E202TM-2008, Building Information Modeling Protocol Exhibit, if completed, or the following: .5 Other documents identified as Contract documents in this Agreement or the A201-2007.: This greement is entered into as of the day and year first written above. OWNER (Signature CONSTRNAGER (Signature) Vt.( n GI Se &,L_ ` me pr I�rb 1{mPore- L . 4fR/fivira- .w t,f�.' (Printed name and title) 3-24o- 115 (Printed name and tit e) AIA Document A133T" — 2009 (formerly A121"CMc — 2003). Copyright ®1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 31 Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 18:01:46 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1366452839) Init. =-01AIA Document A133 - 2009 Exhibit A Guaranteed Maximum Price Amendment for the following PROJECT: (Name and address or location) Tukwila Justice Center Tukwila WA THE OWNER: (Name, legal status and address) City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 THE CONSTRUCTION MANAGER: (Name, legal status and address) BNBuilders, Inc. 2601 Fourth Ave Suite 350 Seattle, WA 98121. ARTICLE A.1 § A.1.1 Total Contract Cost Pursuant to Section 2.2 of the Agreement, the Owner and Construction Manager hereby amend the Agreement to establish a Maximum Allowable Construction Cost (MACC) and Total Contract Cost (TCC). As agreed by the Owner and Construction Manager, the Total Contract Cost is an amount that the Contract Sum shall not exceed. The Total Contract Cost consists of the MACC (including the Construction Cost, Negotiated Support Services, Subcontractor Bonds, and MACC Contingency); the Fixed Fee; the Fixed Amount for Specified General Conditions work; and applicable Washington State sales tax. § A.1.1.1 The Total Contract Cost is guaranteed by the Construction Manager not to exceed ($ ), subject to additions and deductions by Change Order as provided in the Contract Documents. § A.1.1.2 Itemized Statement of the Total Contract Cost. Provided below is an itemized statement of the Total Contract Cost organized by its component parts: ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attomey is encouraged with respect to its completion or modification. AIA Document A201T74-2007, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document is modified. AIA Document A1331"— 2009 Exhibit A. Copyright © 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This Alit® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the taw. This document was produced by AIA software at 17:59:14 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1484219205) Init. Specified General Conditions Maximum Allowable Construction Contract (MACC) Construction Total Negotiated Support Services (NSS) Subcontractor Bonds MACC Contingency @ X% GC/CM Fixed Fee @ % (Fee is not allowed on the Specified General Conditions, or Preconstruction Allowance) TOTAL CONTRACT COST (Excluding WSST) $0 § A.1.1.2.1 The Preconstruction Services NTE Limit, as previously agreed to by the parties, is: § A.1.1.3 The Total Contract Cost is based on the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If the Contract Documents permit the Owner to accept other alternates subsequent to the execution of this Amendment, attach a schedule of such other alternates showing the amount for each and the date when the amount expires.) § A.1.1.4 Allowances included in the Total Contract Cost, if any: (Ident fy allowance and state exclusions, if any, from the allowance price.) Item Price ($0.00) § A.1.1.5 Assumptions, if any, on which the Total Contract Cost is based: § A.1.1.6 The Total Contract Cost is based upon the following General Conditions: AIA Document A201 — 2007, General Conditions of the Contract for Construction, as modified (Table deleted) § A.1.1.7 The Total Contract Cost is based upon the following Specifications: (Either list the Specifications here, or refer to an exhibit attached to this Agreement.) Section Title Date Pages § A.1.1.8 The Total Contract Cost is based upon the following Drawings: (Either list the Drawings here, or refer to an exhibit attached to this Agreement.) Number Title Date § A.1.1.9 The Total Contract Cost is based upon the following other documents and information: • (List any other documents or information here, or refer to an exhibit attached to this Agreement.) AIA Document AI33TM — 2009 Exhibit A. Copyright ®1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 17:59:14 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1484219205) Init. ARTICLE A.2 § A.2.1 Substantial Completion Dates The required date for Substantial Completion established by this Amendment: § A.2.2 Physical Completion Dates The required date for Physical Completion established by this Amendment: § A.2.3 Final Completion Dates The required date for Final Completion established by this Amendment: § A.2.4 Construction Schedule Construction Manager's Construction Schedule, current as of the date of this Guaranteed Maximum Price Amendment, is attached. ARTICLE A.3 Key Personnel The following named key personnel shall remain assigned for the duration of the Project unless otherwise agreed to in writing by Owner: Project Manager: Project Superintendent: Project Engineer: OWNER (Signature) CONSTRUCTION MANAGER (Signature) (Printed name and title) (Printed name and title) AIA Document AI33TM — 2009 Exhibit A. Copyright @ 1991, 2003 and 2009 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction ordistribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 17:59:14 on 02/26/2018 under Order No.3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (1484219205) BNBuilders, Inc. EXHIBIT B Tukwila Justice Center - PRECON RATES ** Refer to Preconstruction Services Work Plan for Precon Staff Rates CRAFT RATES ADJUST IN JUNE 2018. Below rates includes sick leave law effective 1-1-2018: Regular 1.5x 2.0x C100 Carpenter - Foreman, Senior 81.75 101.75 121.75 C101 Carpenter - Foreman 76.65 96.65 116.65 C102 Carpenter - Journeyman 71.50 91.50 111,50 C103 Carpenter - Apprentice 66.50 86.50 106.50 L100 Laborer - Senior Foreman L101 Laborer - Foreman L102 Laborer Apprentice 76.30 91.30 111.30 71.30 86.30 106.30 61.30 76.30 96.30 56.30 71.30 91.30 Above rates do not include sick leave (PTO), holidays, or vacation time. Said rates establish the hourly amount the contractor will bill and the owner will pay for the work to be performed by the contractor's own forces for this project. These rates shall be used for all self performed work done by the contractor's own forces and all change order pricing. These rates when multiplied by the hours worked shall constitute the cost of the work. Where the owner has the right to audit the contractors costs such right with respect to these rates shall be limited to the quantity of hours worked and shall not include items of cost included in these rates. These rates are subject to adjustment each calendar year. Any adjustment in the rates shall be mutually negotiated. EXHIBIT C - COST ALLOCATION MATRIX REVISED 01-30-18 Matrix of Fee, Specified General Conditions: As an aid to understanding which costs are covered by Fee, Specified General Conditions, Negotiated Support Services or Cost of Work (MACC), the following matrix has been prepared. ITEM FEE SPECIFIED GENERAL CONDITIONS NEGOTIATED SUPPORT SERVICES COST OF WORK (MACC) .Negotiated.Support:Services • `GCCM Performance &1PaymentBonds .: GCCM Liability.Insurance ' Insurance Provided by. Subcontractors .` Performance..&"Payment Bonds'&'Bid Bonds Provided -by Subcontractors Buil.der's Risk Insurance;(will be providedby.=the Owner) X X Builder's Risk Insurance ;Deductible •GCCM. Management of: General Conditions Performance X Review of Contract Documents.& Field Conditions X Supervision and, Construction,Procedures General Conditions. -,Permits (excluding building permit), Fees & Notices GCCM Management - ,Prevailing, Wages '. All costs associated with payments for construction phase services: GCCM,Management of: General. Conditions :Payments &.Completion; Retainage Bonds & Escrow fees 'Liquidated 'Damages Costs Not To -Be Reirnbursed Agreement & General Conditions-- Dispute, Resolution & Claims `; Mediation X' GCCM Management of General Conditions Miscellaneous -Provisions. GCCM - Negotiations,for1scope.of work and GMP' contract amounts Use or similar taxes,:;B & O Taxes, Income Taxes Special Conditions - Allowances Award. of Subcontracts Subcontractual Relations .: . X` r Management & Coordination of _Changes' Costs to replace damaged;,defective or:non conforming: work CostAccounting> Progress Payments;: :Payments & ;Completion X Subcontracting, including''biddin `& coordination Administration Project Inforrnation'- , administration, Project Information by`BubcontractorS;''' ;Managementof subcontractor.Perm,itsAnd Perrnits, Fees..&Notices'- 'GCC Perm.its;- Fees:..&,1Votices S_ub'coiitractors:: X. X X X RFP City of Tukwila Justice Center Project EXHIBIT C - COST ALLOCATION MATRIX REVISED 01-30-18 ITEM FEE SPECIFIED GENERAL CONDITIONS NEGOTIATED SUPPORT SERVICES COST OF WORK (MACC) Specified General Conditions •Fee X Supplementary Conditions .Administration Protection of Persons & Property -Health &SafetyRequirements Compliance with Wage Rates Health &.Safety Requirements Existing Utilities - repair any damage to:existing': utilities caused by: construction Management of Hazrnat Abatement; Hazmat Abatement X X X, • X Applications for Payments Project Coordination. X X Meetings and Minutes other than Preconstruction Project Management Communications Photographic Documentation. Schedules and Reports X X X X. Submittal Administration Certificate of Compliance X. X Certification of No Hazardous,Materials GCCM Management of Alteration Project Procedures Regulatory Requirements. Reference Standards and Definitions GCCM Quality Control ;and Assurance Testing and Inspection Services - Provided by Contractor Testing and Inspection Services- Contractor Coordination Responsibility Temporary Utiiitiest(with' exception of 1.03 A-& B), Temporary Electricity X. X. • X • Temporary Lighting - Temporary Controls - Barriers Temporary Controls - Fencing Temporary Controls - Water Control: Temporary Controls - Dust Control Temporary Controls - Pollution Control Ternborary' Controls - -Exterior IJnelosures Temporary Controls. - Interior Enclosures Temporary Controls-:Protection,Of instalfed Work Temporary Controls - Protection Of:Exi'sting Finishes. Temporary Controls: -`Vegetation Damage Control. Temporary:Controls ':Security. `'• -Temporary Controls -Traffic Control ;Temporary Controls Access Roads & Staging Areas X X X X - X' X. X Temporary. Controls - Parking; Temporary Controls.- Progress Cleaningas part i of subcontractor work scope (see A133 6,5.3) Progress Cleaning (see A133.6,S:i) Temporary Controls - Street:Cleaning, X• RFP City of Tukwila Justice Center Project EXHIBIT C - COST ALLOCATION MATRIX REVISED 01-30-18 ITEM FEE SPECIFIED GENERAL CONDITIONS NEGOTIATED SUPPORT SERVICES COST OF WORK (MACC) Temporary Controls - Project'Sign(s)` •,: Temporary ;Controls,- Field Office and Sheds X := Temporary Controls - Temp. Vertical 'Transportation ': ,. .. . �.•X ;TTemporary`Controls - Removal of -Utilities, Facilities X Maintenance of Traffic • Environmental Protection X GCCM Management of: Materials & Equipment , s. Materials:and Equipment . X GCCM .Management Oft Approval For Substitutions & Product Options. X Substitutions'- Modifications to ,the Work by Substitutions X Substitutions - Redesign costs X GCCM Management of Deliveryf Storage And Handling X :Delivery, Storage and Handling. X. Construction Layout - Quality Control X` ,ConstructionLayout - Survey Reference Points X Construction 'layout = Establish control points : X Construction Layout - Record benchmarks and ' dimensions ... .. X `Construction Layout'- Surveying forwor[c installation X Construction Layout - Re-establish control points .'. • X. '; 'Utility Location Requirements X • GCCM Management of: Cutting•:& Paving .. X GCCM Management of: Cleaning X :..:. Cleaning - Cleaning_Materials and Equipment X Progress Cleaning Cleaning UP. .X: Construction Waste management .X Removal of Rubbish& Debris from Site X. Cleaning - Dust Control 'Street -Cleaning X Cleaning - Closeout Cleaning. X GCCM Management of Indoor. Air;Quality, -. HVAC X ` =,Contract Closeout'_ ' •X :: 'GCCM Management of: Warranties And_Bonds ..X,. GCCM: Management of: 2Operating:And ' :Maintenance: X GCCM Management of_. Project Record :Documents ` : X ' Documentation and, Management Requirements for WSSP , GCCM Management, Coordination and Participation of Commissioning: X Systems Commissioning Participation X ' Apprenticeship Participation Apprenticeship•Plan & Quarterly Reporting by the GCCM X RFP City of Tukwila Justice Center Project Init. t Document A201" - 2007 General Conditions of the Contract for Construction for the following PROJECT: (Name and location or address) Tukwila Justice Center Tukwila WA THE OWNER: (Name, legal status and address) City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 THE ARCHITECT: (Name, legal status and address) DLR Group 51 University St Suite 600 Seattle, WA 98101 TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. AIA Document A201 TM - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) 1 Init. 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES INDEX (Topics and numbers in bold are section headings.) Acceptance of Nonconforming Work 9.6.6, 9.9.3, 12.3 Acceptance of Work 9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3 Access to Work 3.16, 6.2.1, 12.1 Accident Prevention 10 Acts and Omissions 3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 8.3.1, 9.5.1, 10.2.5, 10.2.8, 13.4.2, 13.7, 14.1, 15.2 Addenda 1.1.1, 3.11.1 Additional Costs, Claims for 3.7.4, 3.7.5, 6.1.1, 7.3.7.5, 10.3, 15.1.4 Additional Inspections and Testing 9.4.2, 9.8.3, 12.2.1, 13.5 Additional Insured 11.1.4 Additional Time, Claims for 3.2.4, 3.7.4, 3.7.5, 3.10.2, 8.3.2, 15.1.5 Administration of the Contract 3.1.3, 4.2, 9.4, 9.5 Advertisement or Invitation to Bid 1.1.1 Aesthetic Effect 4.2.13 Allowances 3.8, 7.3.8 All-risk Insurance 11.3.1, 11.3.1.1 Applications for Payment 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7, 9.10, 11.1.3 Approvals 2.1.1, 2.2.2, 2.4, 3.1.3, 3.10.2, 3.12.8, 3.12.9, 3.12.10, 4.2.7, 9.3.2, 13.5.1 Arbitration 8.3.1, 11.3.10, 13.1.1, 15.3.2, 15.4 ARCHITECT 4 Architect, Definition of 4.1.1 Architect, Extent of Authority 2.4.1, 3.12.7, 4.1, 4.2, 5.2, 6.3, 7.1.2, 7.3.7, 7.4, 9.2, 9.3.1, 9.4, 9.5, 9.6.3, 9.8, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4, 15.1.3, 15.2.1 Architect, Limitations of Authority and Responsibility 2.1.1, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 5.2.1, 7.4, 9.4.2, 9.5.3, 9.6.4, 15.1.3, 15.2 Architect's Additional Services and Expenses 2.4.1, 11.3.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4 Architect's Administration of the Contract 3.1.3, 4.2, 3.7.4, 15.2, 9.4.1, 9.5 Architect's Approvals 2.4.1, 3.1.3, 3.5, 3.10.2, 4.2.7 Architect's Authority to Reject Work 3.5, 4.2.6, 12.1.2, 12.2.1 Architect's Copyright 1.1.7, 1.5 Architect's Decisions 3.7.4,4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.2.14,6.3, 7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2, 9.4.1, 9.5, 9.8.4, 9.9.1, 13.5.2, 15.2, 15.3 Architect's Inspections 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5 Architect's Instructions 3.2.4, 3.3.1, 4.2.6, 4.2.7, 13.5.2 Architect's Interpretations 4.2.11, 4.2.12 Architect's Project Representative 4.2.10 Architect's Relationship with Contractor 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5, 3.7.4, 3.7.5, 3.9.2, 3.9.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12, 13.4.2, 13.5,. 15.2 Architect's Relationship with Subcontractors 1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.3.7 Architect's Representations 9.4.2, 9.5.1, 9.10.1 Architect's Site Visits 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5 Asbestos 10.3.1 Attorneys' Fees 3.18.1, 9.10.2, 10.3.3 Award of Separate Contracts 6.1.1, 6.1.2 Award of Subcontracts and Other Contracts for Portions of the Work 5.2 Basic Definitions 1.1 Bidding Requirements 1.1.1, 5.2.1, 11.4.1 AIA Document A201 T'd — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA') Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. Binding Dispute Resolution 9.7, 11.3.9, 11.3.10, 13.1.1, 15.2.5, 15.2.6.1, 15.3.1, 15.3.2, 15.4.1 Boiler and Machinery Insurance 11.3.2 Bonds, Lien 7.3.7.4, 9.10.2, 9.10.3 Bonds, Performance, and Payment 7.3.7.4, 9.6.7, 9.10.3, 11.3.9, 11.4 Building Permit 3.7.1 Capitalization 1.3 Certificate of Substantial Completion 9.8.3, 9.8.4, 9.8.5 Certificates for Payment 4.2.1, 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7, 9.10.1,9.10.3,14.1.1.3,14.2.4,15.1.3 Certificates of Inspection, Testing or Approval 13.5.4 Certificates of Insurance 9.10.2, 11.1.3 Change Orders 1.1.1, 2.4.1, 3.4.2, 3.7.4, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8, 5.2.3,7.1.2,7.1.3,7.2,7.3.2,7.3.6,7.3.9,7.3.10, 8.3.1, 9.3.1.1, 9.10.3, 10.3.2, 11.3.1.2, 11.3.4, 11.3.9, 12.1.2, 15.1.3 Change Orders, Definition of 7.2.1 CHANGES IN THE WORK 2.2.1, 3.11, 4.2.8, 7, 7.2.1, 7.3.1, 7.4, 8.3.1, 9.3.1.1, 11.3.9 Claims, Definition of 15.1.1 CLAIMS AND DISPUTES 3.2.4, 6.1.1, 6.3, 7.3.9, 9.3.3, 9.10.4, 10.3.3, 15, 15.4 Claims and Timely Assertion of Claims 15.4.1 Claims for Additional Cost 3.2.4, 3.7.4, 6.1.1, 7.3.9, 10.3.2, 15.1.4 Claims for Additional Time 3.2.4, 3.7.46.1.1, 8.3.2, 10.3.2, 15.1.5 • Concealed or Unknown Conditions, Claims for 3.7.4 Claims for Damages 3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6 Claims Subject to Arbitration 15.3.1, 15.4.1 Cleaning Up 3.15, 6.3 Commencement of the Work, Conditions Relating to 2.2.1, 3.2.2, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 5.2.1, 5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.3.1, 11.3.6, 11.4.1, 15.1.4 Commencement of the Work, Definition of 8.1.2 Communications Facilitating Contract Administration 3.9.1, 4.2.4 Completion, Conditions Relating to 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1, 9.10, 12.2, 13.7, 14.1.2 COMPLETION, PAYMENTS AND 9 Completion, Substantial 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 13.7 Compliance with Laws 1.6.1, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 10.2.2,11.1,11.3,13.1,13.4,13.5.1,13.5.2,13.6, 14.1.1, 14.2.1.3, 15.2.8, 15.4.2, 15.4.3 Concealed or Unknown Conditions 3.7.4, 4.2.8, 8.3.1, 10.3 Conditions of the Contract 1.1.1, 6.1.1, 6.1.4 Consent, Written 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.3.1, 13.2, 13.4.2, 15.4.4.2 Consolidation or Joinder 15.4.4 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 1.1.4, 6 Construction Change Directive, Definition of 7.3.1 Construction Change Directives 1.1.1, 3.4.2, 3.12.8, 4.2.8, 7.1.1, 7.1.2, 7.1.3, 7.3, 9.3.1.1 Construction Schedules, Contractor's 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contingent Assignment of Subcontracts 5.4, 14.2.2.2 Continuing Contract Performance 15.1.3 Contract, Definition of 1.1.2 CONTRACT, TERMINATION OR SUSPENSION OF THE 5.4.1.1, 11.3.9, 14 Contract Administration 3.1.3, 4, 9.4, 9.5 Contract Award and Execution, Conditions Relating to 3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.3.6, 11.4.1 Contract Documents, Copies Furnished and Use of 1.5.2, 2.2.5, 5.3 Contract Documents, Definition of 1.1,1 Contract Sum 3.7.4, 3.8, 5.2.3, 7.2, 7.3, 7.4, 9.1, 9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.3.1, 14.2.4, 14.3.2, 15.1.4, 15.2.5 Contract Sum, Definition of AIA Document A201 TM - 2007. Copyright m 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AtA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (389ADA21) 9.1 Contract Time 3.7.4, 3.7.5, 3.10.2, 5.2.3, 7.2.1.3, 7.3.1, 7.3.5, 7.4, 8.1.1, 8.2.1, 8.3.1, 9.5.1, 9.7, 10.3.2, 12.1.1, 14.3.2, 15.1.5.1, 15.2.5 Contract Time, Definition of 8.1.1 CONTRACTOR. 3 Contractor, Definition of 3.1, 6.1.2 Contractor's Construction Schedules 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Contractor's Employees 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1 Contractor's Liability Insurance 11.1 Contractor's Relationship with Separate Contractors and Owner's Forces 3.12.5, 3.14.2, 4.2.4, 6, 11.3.7, 12.1.2, 12.2.4 Contractor's Relationship with Subcontractors 1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 11.3.1.2, 11.3.7, 11.3.8 Contractor's Relationship with the Architect 1.1.2, 1.5, 3.1.3, 3.2.2, 3.2.3, 3.2.4, 3.3.1, 3.4.2, 3.5, 3.7.4, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.3, 4.2, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3.7, 12, 13.5, 15.1.2, 15.2.1 Contractor's Representations 3.2.1, 3.2.2, 3.5, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2 Contractor's Responsibility for Those Performing the Work 3.3.2, 3.18, 5.3.1, 6.1.3, 6.2, 9.5.1, 10.2.8 Contractor's Review of Contract Documents 3.2 Contractor's Right to Stop the Work 9.7 Contractor's Right to Terminate the Contract 14.1, 15.1.6 Contractor's Submittals 3.10, 3.11, 3.12.4, 4.2.7, 5.2.1, 5.2.3, 9.2, 9.3, 9.8.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 11.4.2 Contractor's Superintendent 3.9, 10.2.6 Contractor's Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.5, 7.3.7, 8.2, 10, 12, 14, 15.1.3 Contractual Liability Insurance 11.1.1.8, 11.2 Coordination and Correlation 1.2,3.2.1,3.3.1,3.10,3.12.6,6.1.3,6.2.1 Copies Furnished of Drawings and Specifications 1.5, 2.2.5, 3.11 Copyrights 1.5, 3.17 Correction of Work 2.3, 2.4, 3.7.3, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2 Correlation and Intent of the Contract Documents 1.2 Cost, Definition of 7.3.7 Costs 2.4.1, 3.2.4, 3.7.3, 3.8.2, 3.15.2, 5.4.2, 6.1.1, 6.2.3, 7.3.3.3, 7.3.7, 7.3.8, 7.3.9, 9.10.2, 10.3.2, 10.3.6, 11.3, 12.1.2, 12.2.1, 12.2.4, 13.5, 14 Cutting and Patching 3.14, 6.2.5 Damage to Construction of Owner or Separate Contractors 3.14.2, 6.2.4, 10.2.1.2, 10.2.5, 10.4, 11.1.1, 11.3, 12.2.4 Damage to the Work 3.14.2,9.9.1,10.2.1.2,10.2.5,10.4.1,11.3.1,12.2.4 Damages, Claims for 3.2.4, 3.18, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6 Damages for Delay 6.1.1, 8.3.3, 9.5.1.6, 9.7, 10.3.2 Date of Commencement of the Work, Definition of 8.1.2 Date of Substantial Completion, Definition of 8.1.3 Day, Definition of 8.1.4 Decisions of the Architect 3.7.4, 4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 15.2,6.3, 7.3.7, 7.3.9, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4, 15.1, 15.2 Decisions to Withhold Certification 9.4.1, 9.5, 9.7, 14.1.1.3 Defective or Nonconforming Work, Acceptance, Rejection and Correction of 2.3.1, 2.4.1, 3.5, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Definitions 1.1, 2.1.1, 3.1.1, 3.5, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 15.1.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 8.1, 9.1, 9.8.1 Delays and Extensions of Time 3.2, 3.7.4, 5.2.3, 7.2.1, 7.3.1, 7.4, 8.3, 9.5.1, 9.7, 10.3.2, 10.4.1, 14.3.2, 15.1.5, 15.2.5 Disputes 6.3, 7.3.9, 15.1, 15.2 Documents and Samples at the Site 3.11 Drawings, Definition of 1.1.5 Drawings and Specifications, Use and Ownership of 3.11 Effective Date of Insurance 8.2.2, 11.1.2 Emergencies 10.4, 14.1.1.2, 15.1.4 AIA Document A201 TM - 2007. Copyright © 1911,1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init Institute of Architects. All rights reserved. WARNING: This AIA, Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the / maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: • (3B9ADA21) 4 Init. Employees, Contractor's 3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1 Equipment, Labor, Materials or 1.1.3, 1.1.6,3.4,3.5,3.8.2,3.8.3,3.12,3.13.1,3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 Execution and Progress of the Work 1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3.1, 3.4.1, 3.5, 3.7.1, 3.10.1, 3.12, 3.14, 4.2, 6.2.2, 7.1.3, 7.3.5, 8.2, 9.5.1, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3.1, 15.1.3 Extensions of Time 3.2.4, 3.7.4, 5.2.3, 7.2.1, 7.3, 7.4, 9.5.1, 9.7, 10.3.2, 10.4.1, 14.3, 15.1.5, 15.2.5 Failure of Payment 9.5.1.3, 9.7, 9.10.2, 13.6, 14.1.1.3, 14.2.1.2 Faulty Work (See Defective or Nonconforming Work) Final Completion and Final Payment 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.3.1, 11.3.5, 12.3.1, 14.2.4, 14.4.3 Financial Arrangements, Owner's 2.2.1, 13.2.2, 14.1.1.4 Fire and Extended Coverage Insurance 11.3.1.1 GENERAL PROVISIONS 1 Governing Law 13.1 Guarantees (See Warranty) Hazardous Materials 10.2.4, 10.3 Identification of Subcontractors and Suppliers 5.2.1 Indemnification 3.17, 3.18, 9.10.2, 10.3.3, 10.3.5, 10.3.6, 11.3.1.2, 11.3.7 Information and Services Required of the Owner 2.1.2, 2.2, 3.2.2, 3.12.4, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Initial Decision 15.2 Initial Decision Maker, Definition of 1.1.8 Initial Decision Maker, Decisions 14.2.2,14.2.4,15.2.1,15.2.2,15.2.3,15.2.4,15.2.5 Initial Decision Maker, Extent of Authority 14.2.2, 14.2.4, 15.1.3, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Injury or Damage to Person or Property 10.2.8, 10.4.1 Inspections 3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5 Instructions to Bidders 1.1.1 Instructions to the Contractor 3.2.4, 3.3.1, 3.8.1, 5.2.1, 7, 8.2.2, 12, 13.5.2 Instruments of Service, Definition of 1.1.7 Insurance 3.18.1, 6.1.1, 7.3.7, 9.3.2, 9.8.4, 9.9.1, 9.10.2, 11 Insurance, Boiler and Machinery 11.3.2 Insurance, Contractor's Liability 11.1 Insurance, Effective Date of 8.2.2, 11.1.2 Insurance, Loss of Use 11.3.3 Insurance, Owner's Liability 11.2 Insurance, Property 10.2.5, 11.3 Insurance, Stored Materials 9.3.2 INSURANCE AND BONDS 11 Insurance Companies, Consent to Partial Occupancy 9.9.1 Intent of the Contract Documents 1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4 Interest 13.6 Interpretation 1.2.3, 1.4, 4.1.1, 5.1, 6.1.2, 15.1.1 Interpretations, Written 4.2.11, 4.2.12, 15.1.4 Judgment on Final Award 15.4.2 Labor and Materials, Equipment 1.1.3, 1.1.6, 3.4, 3.5, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 Labor Disputes 8.3.1 Laws and Regulations 1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13.1, 4.1.1, 9.6.4, 9.9.1, 10.2.2, 11.1.1, 11.3, 13.1.1, 13.4, 13.5.1, 13.5.2, 13.6.1, 14, 15.2.8, 15.4 Liens 2.1.2, 9.3.3, 9.10.2, 9.10.4, 15.2.8 Limitations, Statutes of 12.2.5, 13.7, 15.4.1.1 Limitations of Liability 2.3.1, 3.2.2, 3.5, 3.12.10, 3.17, 3.18.1, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4,9.6.7, 10.2.5, 10.3.3, 11.1.2, 11.2,11.3.7,12.2.5,13.4.2 Limitations of Time 2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, 5.2, 5.3.1, 5.4.1, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 11.3.1.5, 11.3.6, 11.3.10, 12.2, 13.5, 13.7, 14, 15 AIA Document A201 TM - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) 5 Init. Loss of Use Insurance 11.3.3 Material Suppliers 1.5, 3.12.1, 4.2.4, 4.2.6, 5.2.1, 9.3, 9.4.2, 9.6, 9.10.5 Materials, Hazardous 10.2.4, 10.3 Materials, Labor, Equipment and 1.1.3, 1.1.6, 1.5.1, 3.4.1, 3.5, 3.8.2, 3.8.3, 3.12, 3.13.1, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1.2, 10.2.4, 14.2.1.1, 14.2.1.2 Means, Methods, Techniques, Sequences and Procedures of Construction 3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2 Mechanic's Lien 2.1.2, 15.2.8 Mediation 8.3.1, 10.3.5, 10.3.6, 15.2.1, 15.2.5, 15.2.6, 15.3, 15.4.1 Minor Changes in the Work 1.1.1, 3.12.8, 4.2.8, 7.1, 7.4 MISCELLANEOUS PROVISIONS 13 Modifications, Definition of 1.1.1 Modifications to the Contract 1.1.1, 1.1.2, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7, 10.3.2, 11.3.1 Mutual Responsibility 6.2 Nonconforming Work, Acceptance of 9.6.6, 9.9.3, 12.3 Nonconforming Work, Rejection and Correction of 2.3.1, 2.4.1, 3.5, 4.2.6, 6.2.4, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 12.2.1 Notice 2.2.1, 2.3.1, 2.4.1, 3.2.4, 3.3.1, 3.7.2, 3.12.9, 5.2.1, 9.7, 9.10, 10.2.2, 11.1.3, 12.2.2.1, 13.3, 13.5.1, 13.5.2, 14.1, 14.2, 15.2.8, 15.4.1 Notice, Written 2.3.1, 2.4.1, 3.3.1, 3.9.2, 3.12.9, 3.12.10, 5.2.1, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.3.6, 12.2.2.1, 13.3, 14, 15.2.8, 15.4.1 Notice of Claims 3.7.4, 10.2.8, 15.1.2, 15.4 Notice of Testing and Inspections 13.5.1, 13.5.2 Observations, Contractor's 3.2, 3.7.4 Occupancy 2.2.2, 9.6.6, 9.8, 11.3.1.5 Orders, Written 1.1.1,2.3,3.9.2,7,8.2.2,11.3.9,12.1,12.2.2.1, 13.5.2, 14.3.1 OWNER 2 Owner, Definition of 2.1.1 Owner, Information and Services Required of the 2.1.2, 2.2, 3.2.2, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1,9.6.4,9.9.2,9.10.3, 10.3.3, 11.2, 11.3, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Owner's Authority 1.5, 2.1.1, 2.3.1,2.4.1,3.4.2, 3.8.1, 3.12.10, 3.14.2, 4.1.2, 4.1.3, 4.2.4, 4.2.9, 5.2.1, 5.2.4, 5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1, 9.6.4, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.3, 11.3.10, 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4, 15.2.7 Owner's Financial Capability 2.2.1, 13.2.2, 14.1.1.4 Owner's Liability Insurance i1.2 Owner's Relationship with Subcontractors 1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2 Owner's Right to Carry Out the Work 2.4, 14.2.2 Owner's Right to Clean Up 6.3 Owner's Right to Perform Construction and to Award Separate Contracts 6.1 Owner's Right to Stop the Work 2.3 Owner's Right to Suspend the Work 14.3 Owner's Right to Terminate the Contract 14.2 Ownership and Use of Drawings, Specifications and Other Instruments of Service 1.1.1, 1.1.6, 1.1.7, 1.5,2.2.5,3.2.2,3.11.1,3.17, 4.2.12, 5.3.1 Partial Occupancy or Use 9.6.6,9.9,11.3.1.5 Patching, Cutting and 3.14, 6.2.5 Patents 3.17 Payment, Applications for 4.2.5, 7.3.9, 9.2, 9.3, 9.4, 9.5, 9.6.3, 9.7, 9.8.5, 9.10.1, 14.2.3, 14.2.4, 14.4.3 Payment, Certificates for 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4 Payment, Failure of 9.5.1.3, 9.7, 9.10.2, 13.6, 14.1.1.3, 14.2.1.2 Payment, Final 4.2.1, 4.2.9, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 12.3.1, 13.7, 14.2.4, 14.4.3 Payment Bond, Performance Bond and 7.3.7.4, 9.6.7, 9.10.3, 11.4 Payments, Progress 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3 PAYMENTS AND COMPLETION 9 AIA Document A201'M - 2007. Copyright ° 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Payments to Subcontractors 5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 14.2.1.2 PCB 10.3.1 Performance Bond and Payment Bond 7.3.7.4, 9.6.7, 9.10.3, 11.4 Permits, Fees, Notices and Compliance with Laws 2.2.2, 3.7, 3.13, 7.3.7.4, 10.2.2 PERSONS AND PROPERTY, PROTECTION OF 10 Polychlorinated Biphenyl 10.3.1 Product Data, Definition of 3.12.2 Product Data and Samples, Shop Drawings 3.11, 3.12, 4.2.7 Progress and Completion 4.2.2, 8.2, 9.8, 9.9.1, 14.1.4, 15.1.3 Progress Payments 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3, 15.1.3 Project, Definition of 1.1.4 Project Representatives 4.2.10 Property Insurance 10.2.5, 11.3 PROTECTION OF PERSONS AND PROPERTY 10 Regulations and Laws 1.5, 3.2.3, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14, 15.2.8, 15.4 Rejection of Work 3.5, 4.2.6, 12.2.1 Releases and Waivers of Liens 9.10.2 Representations 3.2.1, 3.5, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1 Representatives 2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.2, 4.2.10, 5.1.1, 5.1.2, 13.2.1 Responsibility for Those Performing the Work 3.3.2, 3.18, 4.2.3, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10 Retainage 9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3 Review of Contract Documents and Field Conditions by Contractor 3.2, 3.12.7, 6.1.3 Review of Contractor's Submittals by Owner and Architect 3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2 Review of Shop Drawings, Product Data and Samples by Contractor 3.12 Rights and Remedies 1.1.2, 2.3, 2.4, 3.5, 3.7.4, 3.15.2, 4.2.6, 5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4, 13.4, 14, 15.4 Royalties, Patents and Copyrights 3.17 Rules and Notices for Arbitration 15.4.1 Safety of Persons and Property 10.2, 10.4 Safety Precautions and Programs 3.3.1, 4.2.2, 4.2.7, 5.3.1, 10.1, 10.2, 10.4 Samples, Definition of 3.12.3 Samples, Shop Drawings, Product Data and 3.11, 3.12, 4.2.7 Samples at the Site, Documents and 3.11 Schedule of Values 9.2, 9.3.1 Schedules, Construction 3.10, 3.12.1, 3.12.2, 6.1.3, 15.1.5.2 Separate Contracts and Contractors 1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 6, 8.3.1, 12.1.2 Shop Drawings, Definition of 3.12.1 Shop Drawings, Product Data and Samples 3.11, 3.12, 4.2.7 Site, Use of 3.13, 6.1.1, 6.2.1 Site Inspections 3.2.2, 3.3.3, 3.7.1, 3.7.4, 4.2, 9.4.2, 9.10.1, 13.5 Site Visits, Architect's 3.7.4, 4.2.2, 4.2.9, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5 Special Inspections and Testing 4.2.6, 12.2.1, 13.5 Specifications, Definition of 1.1.6 Specifications 1.1.1, 1.1.6, 1.2.2, 1.5, 3.11, 3.12.10, 3.17, 4.2.14 Statute of Limitations 13.7, 15.4.1.1 Stopping the Work 2.3, 9.7, 10.3, 14.1 Stored Materials 6.2.1, 9.3.2, 10.2.1.2, 10.2.4 Subcontractor, Definition of 5.1.1 SUBCONTRACTORS 5 Subcontractors, Work by 1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7 Subcontractual Relations 5.3, 5.4, 9.3.1.2, 9.6, 9.10, 10.2.1, 14.1, 14.2.1 Submittals 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.7, 9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3 AIA Document A201 TM - 2007. Copyright ®1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA5 Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the I maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: s (3B9ADA21) 7 Init. Submittal Schedule 3.10.2, 3.12.5, 4.2.7 Subrogation, Waivers of 6.1.1, 11.3.7 Substantial Completion 4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 12.2, 13.7 Substantial Completion, Definition of 9.8.1 Substitution of Subcontractors 5.2.3, 5.2.4 Substitution of Architect 4.1.3 Substitutions of Materials 3.4.2, 3.5, 7.3.8 Sub -subcontractor, Definition of 5.1.2 Subsurface Conditions 3.7.4 Successors and Assigns 13.2 Superintendent 3.9, 10.2.6 Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 6.1.3, 6.2.4, 7.1.3, 7.3.7, 8.2, 8.3.1, 9.4.2, 10, 12, 14, 15.1.3 Surety 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2, 15.2.7 Surety, Consent of 9.10.2, 9.10.3 Surveys 2.2.3 Suspension by the Owner for Convenience 14.3 Suspension of the Work 5.4.2, 14.3 Suspension or Termination of the Contract 5.4.1.1, 14 Taxes 3.6, 3.8.2.1, 7.3.7.4 Termination by the Contractor 14.1, 15.1.6 Termination by the Owner for Cause 5.4.1.1, 14.2, 15.1.6 Termination by the Owner for Convenience 14.4 Termination of the Architect 4.1.3 Termination of the Contractor 14.2.2 TERMINATION OR SUSPENSION OF THE CONTRACT 14 Tests and Inspections 3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 10.3.2, 11.4.1.1, 12.2.1, 13.5 TIME 8 Time, Delays and Extensions of 3.2.4, 3.7.4, 5.2.3, 7.2.1,-7.3.1, 7.4, 8.3, 9.5.1, 9.7, 10.3.2, 10.4.1, 14.3.2, 15.1.5, 15.2.5 Time Limits 2.1.2, 2.2, 2.4, 3.2.2, 3.10, 3.11, 3.12.5, 3.15.1, 4.2, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 12.2, 13.5, 13.7, 14, 15.1.2, 15.4 Time Limits on Claims 3.7.4, 10.2.8, 13.7, 15.1.2 Title to Work 9.3.2, 9.3.3 Transmission of Data in Digital Form 1.6 UNCOVERING AND CORRECTION OF WORK 12 Uncovering of Work 12.1 Unforeseen Conditions, Concealed or Unknown 3.7.4, 8.3.1, 10.3 Unit Prices 7.3.3.2, 7.3.4 Use of Documents 1.1.1, 1.5,2.2.5,3.12.6,5.3 Use of Site 3.13, 6.1.1, 6.2.1 Values, Schedule of 9.2, 9.3.1 Waiver of Claims by the Architect 13.4.2 Waiver of Claims by the Contractor 9.10.5, 13.4.2, 15.1.6 Waiver of Claims by the Owner 9.9.3, 9.10.3, 9.10.4, 12.2.2.1, 13.4.2, 14.2.4, 15.1.6 Waiver of Consequential Damages 14.2.4, 15.1.6 Waiver of Liens 9.10.2, 9.10.4 Waivers of Subrogation 6.1.1, 11.3.7 Warranty 3.5, 4.2.9, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2, 13.7 Weather Delays 15.1.5.2 Work, Definition of 1.1.3 Written Consent 1.5.2, 3.4.2, 3.7.4, 3.12.8, 3.14.2, 4.1.2, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2, 15.4.4.2 Written Interpretations 4.2.11, 4.2.12 Written Notice 2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 12.2.2, 12.2.4, 13.3, 14, 15.4.1 Written Orders AIA Document A201 tM - 2007. Copyright©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) 8 Init. 1 1.1.1, 2.3, 3.9, 7, 8.2.2, 12.1, 12.2, 13.5.2, 14.3.1, 15.1.2 AIA Document A201 TM — 2007. Copyright ®1911, 1915, 1918,1925, 1937, 1951, 1958, 1961, 1963,1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINITIONS § 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents are enumerated in the Agreement between the Owner and Contractor (hereinafter the Agreement) and once the parties execute the Guaranteed Maximum Price Amendment are as follows: the. Agreement, and Guaranteed Maximum Price Amendment, Conditions of the Contract (General, Supplementary and other Conditions), approved Drawings and Specifications; approved Construction Schedule; approved Subcontract Plan; Modifications issued after execution of this Contract; the RFP document and its addenda for selection of the Contractor issued by the Owner; and the Contractor's written response to the RFP, including the fee proposal and price for Specified General Conditions Work. The order of precedence of these Contract Documents is: a. The AIA Document A 133-2009, Standard Form of Agreement Between Owner and Construction Manager as Constructor, as modified by the parties, with the Guaranteed Maximum Price Amendment and Modifications having precedence; b. Revised A201 General Conditions; c. Specifications; d. Drawings (large scale have precedence over small scaled and written dimensions have precedence over scaled dimensions); e. Construction Schedule; f. Subcontract Plan g. RFP Documents; h. Contractor's Proposal; Notwithstanding this order of precedence, Section 1.2.1 controls in the event of a conflict or consistency in Contract Document terms. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. The Contract Documents form the Contract, which represents the entire and integrated agreement between the Parties and supersedes prior negotiations, representation or agreements, either written or oral. § 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification. The Contract Documents shall not be construed to create a contractual relationship of any kind (1) between the Contractor and the Architect or the Architect's consultants, (2) between the Owner and a Subcontractor or a Sub -subcontractor, except as set forth in Section 5.3 and Section 5.4 (3) between the Owner and the Architect or the Architect's consultants or (4) between any persons or entities other than the Owner and the Contractor. The Architect shall, however, be entitled to performance and enforcement of obligations under the Contract. intended to facilitate performance of the Architect's duties. § 1.1.2.1 THE CONTRACTOR The term "Contractor" means the "Construction Manager," as identified and used in the Agreement, the modified AIA Document A133-2009. §1.1.3THEWORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. § 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner and by separate contractors. § 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules and diagrams. AIA Document A201'" 2007. Copyright @ 1911, 1915, 1918, 1825, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document Is protected by U.S. Copyright Law and Intemational Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. § 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, systems, standards and workmanship for the Work, and performance of related services. § 1.1.7 INSTRUMENTS OF SERVICE Instruments of Service are representations, in any medium of expression now known or later developed, of the tangible and intangible creative work performed by the Architect and the Architect's consultants under their respective professional services agreements. Instruments of Service may include, without limitation, studies, surveys, models, sketches, drawings, specifications, and other similar materials. § 1.1.8 INITIAL DECISION MAKER The Initial Decision Maker is the person identified in the Agreement to render initial decisions on Claims in accordance with Section 15.2 and certify termination of the Agreement under Section 14.2.2. § 1.1.9 KNOWLEDGE The terms "knowledge," "recognize," and "discover," their respective derivatives and similar terms in the. Contract, Documents as used in reference to the Contractor, shall be interpreted to mean that which the Contractor knows (or should know), recognizes (or should recognize) and discovers (or should discover) in exercising the care, skill and diligence required by the Contract Documents. Analogously, the expression "reasonably inferable" and similar terms in the Contract Documents shall be interpreted to mean reasonably inferable by a contractor familiar with the Project and exercising the care, skill and diligence required of the Contractor by the Contract Documents. § 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS § 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all; performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. In the event of inconsistencies within or between parts of the Contract Documents or between the Contract Documents and applicable standards, codes and ordinances, the Contractor shall (i) provide the better quality or greater quantity of Work or (ii) comply with the more stringent requirement; either or both in accordance with the Architect's interpretation. The terms of this section shall not relieve the Contractor from obligations set forth in Sections 3.2 and 3.7. § 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. § 1.2.3 Unless otherwise stated in the Contract Documents, words that have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. Upon Owner's request, the Contractor shall provide certifications or other acceptable substantiation that applicable industry specifications and standards have been satisfied and that any substitution of specified products shall occur only upon prior consent of the Owner. § 1.3 CAPITALIZATION Terms capitalized in these General Conditions include those that are (1) specifically defined, (2) the titles of numbered articles or (3) the titles of other documents published by the American Institute of Architects. § 1.4 INTERPRETATION In the interest of brevity the Contract Documents frequently omit modifying words such as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. § 1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE § 1.5.1 The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service, including the Drawings and Specifications, and will retain all common law, statutory and other reserved rights, including copyrights. The Contractor, Subcontractors, Sub -subcontractors, and material or equipment suppliers shall not own or claim a copyright in the Instruments of Service. Submittal or distribution to AIA Document A201 TM - 2007. Copyright 01911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAe Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (389ADA21) Init. meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's or Architect's consultants' reserved rights. § 1.5.2 The Contractor, Subcontractors, Sub -subcontractors and material or equipment suppliers are authorized to use and reproduce the Instruments of Service provided to them solely and exclusively for execution of the Work. All copies made under this authorization shall bear the copyright notice, if any, shown on the Instruments of Service. The Contractor, Subcontractors, Sub -subcontractors, and material or equipment suppliers may not use the Instruments of Service on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner, Architect and the Architect's consultants. § 1.6 TRANSMISSION OF DATA IN DIGITAL FORM If the parties intend to transmit Instruments of Service or any other information or documentation in digital form, they shall endeavor to establish necessary protocols governing such transmissions, unless otherwise already provided in the Agreement or the Contract Documents. ARTICLE 2 OWNER § 2.1 GENERAL § 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Owner shall designate in writing a representative who shall have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization. Except as otherwise provided in Section 4.2.1, the Architect does not have such authority. The term "Owner" means the Owner or the Owner's authorized representative, who at the commencement of the Project shall be Ethan Bernau, of Shiels, Obletz, Johnsen, Inc. § 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER § 2.2.1 [Intentionally Omitted] § 2.2.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, including those required under Section 3.7.1, the Owner shall secure and pay for necessary approvals, easements, assessments and charges required for construction, use or occupancy of permanent structures or for permanent changes in existing facilities. § 2.2.3 The Owner shall furnish surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. § 2.2.4 The Owner shall furnish information or services required of the Owner by the Contract Documents with reasonable promptness. The Owner shall also furnish any other information or services under the Owner's control and relevant to the Contractor's performance of the Work with reasonable promptness after receiving the Contractor's written request for such information or services. § 2.2.5 Unless otherwise provided in the Contract Documents, the Owner shall furnish to the Contractor one copy of the Contract Documents for purposes of making reproductions pursuant to Section 1.5.2. § 2.3 OWNER'S RIGHT TO STOP THE WORK If the Contractor fails to correct Work that is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or repeatedly fails to carry out Work in accordance with the Contract Documents, the Owner may issue a written order to the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Section 6.1.3. § 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a ten-day period after receipt of written notice from the Owner to commence and continue correction of such AIA Document A201 T" - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies the Owner may have, correct such deficiencies. In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the reasonable cost of correcting such deficiencies, including Owner's expenses and compensation for the Architect's additional services made necessary by such default, neglect or failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Architect. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. § 2.5 EXTENT OF OWNER CONTROL In no event shall the Owner have control over, charge of, or any responsibility for construction means, methods, techniques, sequences or procedures or for safety precautions and programs in connection with the Work, , notwithstanding any of the rights and authority granted the Owner in the Contract Documents. ARTICLE 3 CONTRACTOR § 3.1 GENERAL § 3.1.1 The Contractor is the person or entity identified as the "Construction Manager" in the Agreement and is referred to throughout the Contract Documents as if singular in number. The Contractor shall be lawfully licensed, if required in the jurisdiction where the Project is located. The Contractor shall designate in writing a representative who shall have express authority to bind the Contractor with respect to all matters under this Contract. The term "Contractor" includes the Contractor and the Contractor's authorized representative. § 3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents. § 3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract, or by tests, inspections or approvals required or performed by persons or entities other than the Contractor. § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has the requisite knowledge and skill to carry out the Work and visited the site, become generally familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. Prior to execution of the Agreement and any subsequent subcontracts by Contractor, the Contractor and each Subcontractor have evaluated and satisfied themselves as to the conditions and limitations under which the Work is to be performed, including without limitation, (i) the location, condition, layout and nature of the Project site and surrounding areas; (ii) generally prevailing climatic conditions; (iii) anticipated labor supply and costs; (iv) ' availability and cost of materials, tools and equipment and (v) other similar issues. The Owner assumes no responsibility or liability for the physical condition or safety of the Project site or any improvements located on the Project site. Except as set forth in Section 10.3, the Contractor shall be solely responsible for providing a safe place for the performance of the Work. The Owner shall not be required to make any adjustment in either the Contract Sum or the Contract Time in connection with any failure by the Contractor or any Subcontractor to have complied with the requirements of this Section 3.2.1. § 3.2.2 Because the Contract Documents are complementary, the Contractor shall, before starting each portion of the Work, carefully study and compare the various Contract Documents relative to that portion of the Work, as well as the information furnished by the Owner pursuant to Section 2.2.3, shall take field measurements of any existing conditions related to that portion of the Work, and shall observe any conditions at the site affecting it. These obligations are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of discovering errors, omissions, or inconsistencies in the Contract Documents; however, the Contractor shall promptly report to the Architect any errors, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Architect may require. It is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a licensed design professional, recognizing that the Contractor has performed pre -construction services with the Architect and shall use such performance to inform its review under this section. The Contractor shall further satisfy itself as to the accuracy of all grades, elevations, dimensions and locations. In all cases of interconnection of its Work with existing or other work, Contractor shall verify at the site all dimensions relating to such existing or other work. Any failure of the Contractor to carry out the obligations of this section which result in errors shall be promptly rectified by the Contractor at no cost to the Owner. AIA Document A201 TM - 2007. Copyright m 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: Thls AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the 1 maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. § 3.2.3 The Contractor is not required to ascertain that the a Contract Documents are in accordance with applicable laws, statutes, ordinances, codes, rules and regulations, or lawfulorders of public authorities, but the Contractor shall promptly report to the Architect any nonconformity discovered by or made known to the Contractor as a request for information in such form as the Architect may require. § 3.2.4 If the Contractor believes that additional cost or time is involved because of clarifications or instructions the Architect issues in response to the Contractor's notices or requests for information pursuant to Sections 3.2.2 or 3.2.3, the Contractor shall make Claims as provided in Article 15. If the Contractor fails to perform the obligations of Sections 3.2.2 or 3.2.3, the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations. If the Contractor performs those obligations, the Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents, for differences between field measurements or conditions and the Contract Documents, or for nonconformities of the Contract Documents to applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities. § 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for, and have control over, construction means, methods, techniques,. sequences and procedures and for coordinating all portions of the Work under the Contract. If the Contract Documents give specific instructions concerning construction means, methods, techniques, sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and, except as stated below, shall be fully and solely responsible for the jobsite safety of such means, methods, techniques, sequences or procedures. If the Contractor determines that such means, methods, techniques, sequences or procedures may not be safe, the Contractor shall give timely written notice to the Owner and Architect and shall not proceed with that portion of the Work without further written instructions from the Architect. § 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors and their agents and employees, and other persons or entities performing portions of the Work for, or on behalf of, the Contractor or any of its Subcontractors. § 3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. § 3.4 LABOR AND MATERIALS § 3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. § 3.4.2 Except in the case of minor changes in the Work authorized by the Architect in accordance with Sections 3.12.8 or 7.4, the Contractor may make substitutions only with the consent of the Owner, after evaluation by the Architect and in accordance with a Change Order or Construction Change Directive. § 3.4.3 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. The Contractor shall employ labor capable of working harmoniously and shall use best efforts to minimize the likelihood of any strike, work stoppage or other labor disturbance. § 3.5 WARRANTY The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or permit otherwise. The Contractor further warrants that the Work will conform to the requirements of the Contract Documents and will be free from defects, except for those inherent in the quality of the Work the Contract Documents require or permit. Work, materials, or equipment not conforming to these requirements shall be considered defective. The Contractor's warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not executed by the Contractor, improper or insufficient maintenance, improper operation, or normal wear and tear and normal usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. AIA Document A201 TM - 20D7. Copyright B 1911, 1915, 1918, 1925, 1937. 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIAi® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. The Contractor agrees to assign to the Owner at the time of final completion of the Work any and all manufacturers' warranties relating to materials and labor used in the Work and further agrees to perform the Work in such manner so as to preserve any and all such manufacturers' warranties. If necessary as a matter of law, the Contractor may retain the right to enforce such warranties during the warranty period following the date of Substantial Completion as set forth in Section 12.2. § 3.6 TAXES The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the Contractor that are legally enacted when bids are received or negotiations concluded, whether or not yet effective or merely scheduled to go into effect. § 3.7 PERMITS, FEES, NOTICES AND COMPLIANCE WITH LAWS § 3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for all permits, fees, licenses and inspections necessary for proper execution and completion of the Work. § 3.7.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders and all other requirements of public authorities applicable to performance of the Work. The Contractor shall procure and obtain all bonds required by the Owner or by other authorities having jurisdiction over the Project. The Contractor shall obtain and pay for all approvals that may be necessary for the performance of the Work, such as street closures and other similar matters. § 3.7.3 If the Contractor performs Work knowing it to be contrary to applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume appropriate responsibility for such Work and shall bear the costs attributable to correction. § 3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that are (1) subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or (2) unknown physical conditions of an unusual nature, that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, the Contractor shall comply with the notice, and (if applicable) protest, provisions of Section 15.1.5. § 3.7.5 If, in the course of the Work, the Contractor encounters human remains or recognizes the existence of burial markers, archaeological sites or wetlands not indicated in the Contract Documents, the Contractor shall immediately suspend any operations that would affect them and comply with the notice, and (if applicable) protest, provisions of Section 15.1.5. § 3.8 ALLOWANCES § 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may direct, but the Contractor shall not be required to employ persons or entities to whom the Contractor has reasonable objection. § 3.8.2 Unless otherwise provided in the Contract Documents, .1 Allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes, less applicable trade discounts; .2 Contractor's costs for unloading and handling at the site, labor, installation costs, overhead, profit and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the allowances; and .3 Whenever costs are more than or less than allowances, the Contract Sum shall be adjusted accordingly by Change Order before procurement or performance of the allowance work. The amount of the Change Order shall reflect (1) the difference between actual costs and the allowances under Section 3.8.2.1 and (2) changes in Contractor's costs under Section 3.8.2.2. § 3.8.3 Materials and equipment under an allowance shall be selected by the Owner with reasonable promptness. AIA Document A201 t" — 2007. Copyright® 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIM Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) § 3.9 SUPERINTENDENT § 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The superintendent shall represent the Contractor, and communications given to the superintendent shall be as binding as if given to the Contractor. As provided in the Agreement, Contractor's superintendent and project manager shall be identified in the Guaranteed Maximum Price Amendment. Contractor shall not substitute the superintendent or project manager without the consent of the Owner for such substitution as provided in the Agreement. § 3.9.2 The Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the name and qualifications of a proposed superintendent. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to the proposed superintendent or (2) that the Architect requires additional time to review. Failure of the Architect to reply within the 14 day period shall constitute notice of no reasonable objection. § 3.9.3 The Contractor shall not employ a proposed superintendent to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not change the superintendent without the Owner's consent, which shall not unreasonably be withheld or delayed. § 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES § 3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work ("Construction Schedule"). The Construction Schedule shall be a critical path schedule, which Contractor warrants to represent an accurate and achievable set of deadlines under which this Project will be constructed, and as subsequently modified by agreement with Owner. The Construction Schedule shall not exceed time limits current under the Contract Documents, shall be updated monthly and revised at other appropriate intervals as required by the conditions of the Work and Project, shall be related to the entire Project to the extent required by the Contract Documents, and shall provide for expeditious and practicable execution of the Work. § 3.10.2 The Contractor shall prepare a submittal schedule, promptly after being awarded the Contract and thereafter as necessary to maintain a current submittal schedule, and shall submit the schedule(s) for the Architect's approval. The Architect's approval shall not unreasonably be delayed or withheld. The submittal schedule shall (1) be coordinated with the Contractor's Construction Schedule, and (2) allow the Architect reasonable time to review submittals. If the Contractor fails to submit a submittal schedule, the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. § 3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect. § 3.10.4 The Construction Schedule shall be in a detailed precedence -style critical path management ("CPM") or primavera-type format satisfactory to the Owner and the Architect that shall also (i) provide a graphic representation of all activities and events that will occur during performance of the Work; (ii) identify each phase of construction and occupancy; and (iii) set forth dates that are critical in ensuring the timely and orderly completion of the Work in accordance with the requirements of the Contract Documents (hereinafter referred to as "Milestone Dates"). Upon review and acceptance by the Owner and the Architect of the Milestone Dates, the Construction Schedule shall be deemed part of the Contract Documents and attached to the Guaranteed Maximum Price Amendment. If not accepted, the Construction Schedule shall be promptly revised by the Contractor in accordance with the recommendations of the Owner and the Architect and resubmitted for acceptance. The Contractor shall monitor the progress of the Work for conformance with the requirements of the construction schedule and shall promptly advise the Owner of any delays or potential delays. The accepted construction schedule shall be updated to reflect actual conditions as set forth in Section 3.10.1 or if requested by either the Owner or the Architect. In the event any progress report indicates any delays, the Contractor shall propose an affirmative plan to correct the delay, including overtime and/or additional labor, if necessary. In no event shall any progress report constitute an adjustment in the Contract Time, any Milestone Date or the Contract Sum unless any such adjustment is agreed to by the Owner and authorized pursuant to Change Order. Float in the schedule belongs to the Project. § 3.10.5 In the event the Owner determines that the performance of the Work, as of a Milestone Date, has not progressed or reached the level of completion required by the Contract Documents, the Owner shall have the right to AIA Document A201 TM — 2007. Copyright 01911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970,1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. order the Contractor to take corrective measures necessary to expedite the progress of construction, including without limitation, (i) working additional shifts or overtime, (ii) supplying additional manpower, equipment and facilities and (iii) other similar measures (hereinafter referred to collectively as "Extraordinary Measures"). Such Extraordinary Measures shall continue until the progress of the Work complies with the stage of completion required by the Contract Documents. The Owner's right to require Extraordinary Measures is solely for the purpose of ensuring the Contractor's compliance with the Construction Schedule. .1 The Contractor shall not be entitled to an adjustment in the Contract Sum in connection with Extraordinary Measures required by the Owner under or pursuant to this Section 3.10.5. .2 The Owner may exercise its rights under or pursuant to this Section 3.10.5 as frequently as the Owner deems necessary to ensure that the Contractor's performance of the Work will comply with any Milestone Date or completion date set forth in the Contract Documents. § 3.10.6 The Owner shall have the right to direct a postponement or rescheduling of any date or time for the performance of any part of the Work that may interfere with the operation of the Owner's premises or any tenants or invitees thereof. The Contractor shall, upon the Owner's request, reschedule any portion of the Work affecting operation of the premises during hours when the premises are not in operation. Any postponement, rescheduling or performance of the Work under this Section 3.10.6 may be grounds for an extension of the Contract Time, if permitted under Section 8.3.1 and an equitable adjustment in the Contract Sum if (i) the performance of the Work was properly scheduled by the Contractor in compliance with the Contract Documents and (ii) such rescheduling or postponement is required for the convenience of the Owner. § 3.11 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the Owner one copy of the Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to indicate field changes and selections made during construction, and one copy of approved Shop Drawings, Product Data, Samples and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work as a record of the Work as constructed. § 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES § 3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. § 3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. § 3.12.3 Samples are physical examples that illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. § 3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. Their purpose is to demonstrate the way by which the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents for those portions of the Work for which the Contract Documents require submittals. Review by the Architect is subject to the limitations of Section 4.2.7. Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. Submittals that are not required by the Contract Documents may be returned by the Architect without action. § 3.12.5 The Contractor shall review for compliance with the Contract Documents, approve and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents in accordance with the submittal schedule approved by the Architect or, in the absence of an approved submittal schedule, with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. § 3.12.6 By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents to the Owner and Architect that the Contractor has (1) reviewed and approved them, (2) determined and verified materials, field measurements and field construction criteria related thereto, or will do so and (3) checked and AIA Document A201 TM — 2007. Copyright ®1911, 1915, 1918, 1925, 1937,1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. § 3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the Architect. § 3.12.8 The Work shall be in accordance with•approved submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and (1) the Architect has given written approval to the specific deviation as a minor change in the Work, or (2) a Change Order or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's approval thereof. § 3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. In the absence of such written notice, the Architect's approval of a resubmission shall not apply to such revisions. § 3.12.10 The Contractor shall not be required to provide professional services'that constitute the practice of architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. The Contractor shall not be required to provide professional services in violation of applicable law. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of the Contractor by the Contract Documents, the Owner and the Architect will specify all performance and design criteria that such services must satisfy. The Contractor shall cause such services or certifications to be provided by a properly licensed design professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to the Architect. The Owner and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications and approvals performed or provided by such design professionals. Pursuant to this Section 3.12.10, the Architect will review, approve or take other appropriate action on submittals only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Contractor shall not be responsible for the adequacy of the performance and design criteria specified in the Contract Documents. § 3.13 USE OF SITE § 3.13.1 The Contractor shall confine operations at the site to areas permitted by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. § 3.13.2 Only materials and equipment that are to be used directly in the Work shall be brought to and stored on the Project site by the Contractor. After equipment is no longer required for the Work, it shall be promptly removed from the Project site. Protection of construction materials and equipment stored at the Project site from weather, theft, damage and all other adversity is solely the responsibility of the Contractor. The Contractor shall ensure that the Work, at all times, is performed in a manner that affords reasonable access, both vehicular and pedestrian, to the site of the Work and all adjacent areas. The Work shall be performed, to the fullest extent reasonably possible, in such a manner that public areas adjacent to the site of the Work shall be free from all debris, building materials and equipment likely to cause hazardous conditions. § 3.13.3 Without limitation of any other provision of the Contract Documents, the Contractor shall use best efforts to minimize any interference with the occupancy or beneficial use of (i) any areas and buildings adjacent to the site of the Work and (ii) the Work in the event of partial occupancy, as more specifically set forth in Section 9.9. Without prior approval of the Owner, the Contractor shall not permit any workers to use any existing facilities at the Project site, including without limitation, lavatories, toilets, entrances and parking areas other than those designated by the Owner. AIA Document A2017" — 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1968, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: Thls AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. 1 .1 Without limitation of any other provision of the Contract Documents, the Contractor shall use its best efforts to comply with all rules and regulation promulgated by the Owner in connection with the use and occupancy of the Project. The Contractor shall immediately notify the Owner in writing if during the performance of the Work the Contractor finds compliance of any portion of such rules and regulations to be impracticable, setting forth the problems and suggesting alternatives. The Owner, in its sole discretion, may adopt such suggestions or require compliance with existing rules and regulations. .2 The Contractor shall comply with all insurance requirements and collective bargaining agreements applicable to the Project. § 3.14 CUTTING AND PATCHING § 3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts fit together properly. All areas requiring cutting, fitting and patching shall be restored to the condition existing prior to the cutting, fitting and patching, unless otherwise required by the Contract Documents. § 3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed construction of the Owner or separate contractors by cutting, patching or otherwise altering such construction, or by excavation. The Contractor shall not cut or otherwise alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor; such consent shall not be unreasonably withheld. The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. § 3.15 CLEANING UP § 3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Contract. At completion of the Work, the Contractor shall remove waste materials, rubbish, the Contractor's tools, construction equipment, machinery and surplus materials from and about the Project. § 3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may do so and Owner shall be entitled to reimbursement from the Contractor. § 3.16 ACCESS TO WORK The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. § 3.17 ROYALTIES, PATENTS AND COPYRIGHTS The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on account thereof, but shallnot be responsible for such defense or loss when a particular design, process or product of a particular manufacturer or manufacturers is required by the Contract Documents, or where the copyright violations are contained in Drawings, Specifications or other documents prepared by the Owner or Architect. However, if the Contractor has reason to believe that the required design, process or product is an infringement of a copyright or a patent, the Contractor shall be responsiblefor such loss unless such information is promptly furnished to the Architect. § 3.18 INDEMNIFICATION § 3.18.1 The Contractor shall defend, indemnify and hold the Owner, its officers, officials, employees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with the performance of this Agreement, except for injuries and damages caused by the sole negligence of the Owner. § 3.18.2 Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the Owner, its officers, officials, employees, and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further specifically and expressly understood that AIA Document A201 TM — 2007. Copyright ®1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized 19 reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51 RCW, solely for the purposes of this indemnification. THIS WAIVER HAS BEEN MUTUALLY NEGOTIATED BY THE PARTIES. The provisions of this section shall survive the expiration or termination of this Agreement. ARTICLE 4 ARCHITECT § 4.1 GENERAL § 4.1.1 The Owner shall retain an architect lawfully licensed to practice architecture or an entity lawfully practicing architecture in the jurisdiction where the Project is located. That person or entity is identified as the Architect in the Agreement and is referred to throughout the Contract Documents as if singular in number. § 4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the Contract Documents shall not be restricted, modified or extended without written consent of the Owner, Contractor and Architect. Consent shall not be unreasonably withheld. § 4.1.3 If the employment of the Architect is terminated, the Owner shall employ a successor architect as to whom the Contractor has no reasonable objection and whose status under the Contract Documents shall be that of the Architect. § 4.1.4 When the Contract Documents require the Architect to act within a reasonable time it is understood and agreed that such action shall be within two (2) weeks. § 4.2 ADMINISTRATION OF THE CONTRACT § 4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and will be an Owner's representative during construction until final payment is due and from time to time during the warranty period for correction of Work as set forth in Section 12.2. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. § 4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction, or as otherwise agreed with the Owner, to become generally familiar with the progress and quality of the portion of the Work completed, and to determine in general if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the Contract Documents. However, the Architect's on -site inspections to check the quality or quantity of the Work shall be conducted as required by the Contract Documents, the Owner - Architect Agreement and as required by the applicable professional standard of care and judgment. The Architect will not have control over, charge of, or responsibility for, the construction means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connection with the Work, since these are solely the Contractor's rights and responsibilities under the Contract Documents, except as provided in Section 3.3.1. § 4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report to the Owner (1) known deviations from the Contract Documents and from the most recent Construction Schedule submitted by the Contractor, and (2) defects and deficiencies observed in the Work. The Architect will not be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons or entities performing portions of the Work. § 4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters arising out of or relating to the Contract. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. § 4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. AIA Document A201'" — 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIM, Document is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of thls AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the / maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. § 4.2.6 The Architect has authority to reject Work that does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Sections 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this authority of the Architect nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect to the Contractor, Subcontractors, material and equipment suppliers, their agents or employees, or other persons or entities performing portions of the Work. § 4.2.7 The Architect will review and approve, or take other appropriate action upon, the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. The Architect's action will be taken in accordance with the submittal schedule approved by the Architect or, in the absence of an approved submittal schedule, with reasonable promptness while allowing sufficient time in the Architect's professional judgment to permit adequate review. Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for installation or performance of equipment or systems, all of which remain the responsibility of the Contractor as required by the Contract Documents. The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval 'of safety precautions or, unless otherwise specifically stated by the Architect, of any construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. § 4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may authorize minor changes in the Work as provided in Section 7.4. The Architect will investigate and make determinations and recommendations regarding concealed and unknown conditions as provided in Section 3.7.4. § 4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of final completion; issue Certificates of Substantial Completion pursuant to Section 9.8; receive and forward to the Owner, for the Owner's review and records, written warranties and related documents required by the Contract and assembled by the Contractor pursuant to Section 9.10; and issue a final Certificate for. Payment pursuant to Section 9.10. § 4.2.10 If the Owner and Architect agree, the Architect will provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in an exhibit to be incorporated in the Contract Documents. § 4.2.11 The Architect will interpret and decide matters concerning performance under, and requirements of, the Contract Documents on written request of either the Owner or Contractor. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. § 4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of, and reasonably inferable from, the Contract Documents and will be in writing or in the form of drawings. When making such interpretations and decisions, the Architect will endeavor to secure faithful performance by both Owner and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions rendered in good faith. § 4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. § 4.2.14 The Architect will review and respond to requests for information about the Contract Documents. The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise with reasonable promptness. If appropriate, the Architect will prepare and issue supplemental Drawings and Specifications in response to the requests for information. ARTICLE 5 SUBCONTRACTORS § 5.1 DEFINITIONS § 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the Work at the site and whose procurement and contract shall comply with Ch. 39.10 RCW for GC/CM projects. The AIA Document A201 TM - 2007. Copyright ®1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document Is protected by U.B. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. term "Subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of the Subcontractor. The term "Subcontractor" does not include a separate contractor or subcontractors of a separate contractor. § 5.1,2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the Work at the site. The term "Sub -subcontractor" is referred to throughout the Contract Documents as if singular in number and means a Sub -subcontractor or an authorized representative of the Sub - subcontractor: § 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK § 5.2.1 As provided by Ch. 39.10 RCW for GC/CM projects and unless otherwise stated in the Contract Documents or the bidding requirements, the Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the Owner through the Architect the names of persons or entities (including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Work. The Architect may reply within 14 days to the Contractor in writing stating (1) whether the Owner or the Architect has reasonable objection to any such proposed person or entity or (2) that the Architect requires additional time for review. Failure of the Owner or Architect to reply within the 14-day period shall constitute notice of no reasonable objection. § 5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection. The Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. § 5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom the Owner or Architect has no reasonable objection. If the proposed but rejected Subcontractor was reasonably capable of performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the difference, if any, occasioned by such change, and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work. However, no increase in the Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted promptly and responsively in submitting names as required. § 5.2.4 The Contractor shall not substitute a Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such substitution. § 5.2.5 The Contractor shall comply with other subcontracting requirements in the Contract Documents, including without limitation Sections 2.3.3 and 2.6 of the Agreement. § 5.3 SUBCONTRACTUAL RELATIONS By written subcontract agreement, the Contractor shall require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities, including the responsibility for safety of the Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner. Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with Sub -subcontractors. The Contractor shall make available to each proposed Subcontractor, prior to the execution of the subcontract agreement, copies of the Contract Documents to which the Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of the proposed subcontract agreement that may be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub -subcontractors. § 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS § 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner, provided that AIA Document A201 T", — 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized 22 reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. 1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Section 14.2 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor in writing; and .2 assignment is subject to the prior rights of the surety, if any, obligated under bond relating to the Contract. When the Owner accepts the assignment of a subcontract agreement, the Owner assumes the Contractor's rights and obligations under the subcontract. § 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days pursuant to Section 14.2, the Subcontractor's compensation shall be equitably adjusted for increases in direct cost resulting from the suspension. § 5.4.3 Upon such assignment to the Owner under this Section 5.4, the Owner may further assign the subcontract to a successor contractor or other entity. If the Owner assigns the subcontract to a successor contractor or other entity, the Owner shall nevertheless remain legally responsible for all of the successor contractor's obligations under the subcontract that accrue subsequent to the Owner's conditional assignment pursuant to this Section 5.4. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS § 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site. § 6.1.2 The Contractor shall provide construction management required to interface and integrate the work of the Owner's Consultant/Contractors performing construction work on the Project with the Work of the Contractor and its subcontractors. The Contractor shall ensure that all such Owner Project Consultant/Contractors cooperate with the Contractor's Project safety programs, Project Schedule and Project work rules as required for the efficient completion of the Work. The Contractor shall assist the Owner to develop the terms and conditions for agreements with Owner's separate Project Consultant/Contractors in this regard and the Owner shall incorporate reasonable terms in its agreements with the Owner's Consultant/Contractors to facilitate the Contractor's construction management role. Those Owner's Consultant/Contractors performing construction work as Project Contractors shall be required to endorse their insurance coverage's to name the Contractor as an additional named insured for their commercial general liability insurance coverage. This requirement shall include the Owner's Consultant/Contractor retained to remove and or abate Asbestos and other Hazardous Materials. The Contractor is not responsible for the work of the Asbestos and Hazardous Materials removal Project Contractor. § 6.1.3 The Contractor shall be responsible for all Owner pre -purchased items as if the Contractor were the original purchaser where, such items have been identified n the Contract Documents. § 6.2 MUTUAL RESPONSIBILITY § 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities, and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. § 6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or separate contractor's completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. § 6.2.3 The Contractor shall reimburse the Owner for costs the Owner incurs that are payable to a separate contractor because of the Contractor's delays, improperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a separate contractor's delays, improperly timed activities, damage to the Work or defective construction. AIA Document A201 TM - 2007. Copyright©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) § 6.2.4 The Contractor shall promptly remedy damage the Contractor wrongfully causes to completed or partially completed construction or to property of the Owner or separate contractors as provided in Section 10.2.5. § 6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as are described for the Contractor in Section 3.14. § 6.3 OWNER'S RIGHT TO CLEAN UP If a dispute arises among the Contractor, separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and the Architect will allocate the cost among those responsible. ARTICLE 7 CHANGES IN THE WORK § 7.1 GENERAL § 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without invalidating the Contract, by Change Order, Construction Change Directive or order for a minor change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents. § 7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and Architect; a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed to by the Contractor; an order for a minor change in the Work may be issued by the Architect alone. § 7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change Order, Construction Change Directive or order for a minor change in the Work. § 7.2 CHANGE ORDERS § 7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Contractor and Architect stating their agreement upon all of the following: .1 The change in the Work; .2 The amount of the adjustment, if any, in the Contract Sum; and .3 The extent of the adjustment, if any, in the Contract Time. § 7.2.2 Agreement on any Change Order shall constitute a final settlement of all matters relating'to the change in the Work that is the subject of the Change Order, including without limitation, all direct and indirect costs and consequential damage associated with such change, including the cumulative impacts of that change with other changes, and any and all adjustments to the Contract Sum and Contract Time and Construction Schedule. § 7.3 CONSTRUCTION CHANGE DIRECTIVES § 7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner and Architect, directing a change in the Work prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change Directive, without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. § 7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order. § 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjustment shall be based on one of the following methods: .1 Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 As provided in Section 7.3.7. AIA Document A201 ^" — 2007. Copyright@ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961,1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This Alike Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. § 7.3.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are materially changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably adjusted. § 7.3.5 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed with the change in the Work involved and advise the Architect of the Contractor's agreement or disagreement with the method, if any, provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. § 7.3.6 A Construction Change Directive signed by the Contractor indicates the Contractor's agreement therewith, including adjustment in Contract Sum and Contract Time or the method for determining them. Such agreement shall be effective immediately and shall be recorded as a Change Order. § 7.3.7 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum, the Architect shall determine the method and the adjustment on the basis of reasonable expenditures and savings of those performing the Work attributable to the change, including, in case of an increase in the Contract Sum, an amount for overhead and profit as set forth in the Agreement, or if no such amount is set forth in the Agreement, a reasonable amount. In such case, and also under Section 7.3.3.3, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized accounting together with appropriate supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of this Section 7.3.7 shall be limited to reasonable costs of the following, directly attributable to the change: .1 Costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' compensation insurance; .2 Costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; .3 Rental costs of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others; .4 Costs of permit fees, and sales, use or similar taxes related to the Work; and .5 Additional costs of supervision and field office personnel directly attributable to the change. To support the reasonableness of the costs attributable to a change, Contractor shall provide supporting information and documentation reasonably requested by Owner, including without limitation, certified payrolls and invoices. § 7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be actual net cost as confirmed by the Architect. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. § 7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner, the Contractor may request payment for Work completed under the Construction Change Directive in Applications for Payment. The Architect will make an interim determination for purposes of monthly certification for payment for those costs and certify for payment the amount that the Architect determines, in the Architect's professional judgment, to be reasonably justified. The Architect's interim determination of cost shall adjust the Contract Sum on the same basis as a Change Order, subject to the right of either party to disagree and assert a Claim in accordance with Article 15. § 7.3.10 When the Owner and Contractor agree with a determination made by the Architect concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach agreement upon the adjustments, such agreement shall be effective immediately and the Architect will prepare a Change Order. Change Orders may be issued for all or any part of a Construction Change Directive. § 7.4 MINOR CHANGES IN THE WORK The Architect has authority to order minor changes in the Work not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. Such changes will be effected by written order signed by the Architect and shall be binding on the Owner and Contractor. AIA Document A201 TM - 2007. Copyright m 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. § 7.5 OVERHEAD, PROFIT, AND OVERTIME § 7.5.1 For any adjustments to the Contract Sum that are based on any method other than the unit price method, the Contractor agrees to charge and accept as payment for overhead and profit, the following percentages of costs attributable to the change in the Work: .1 Eight percent (8%) for Changes in the Work paid from Owner's contingency. .2 Zero percent (0%) for Changes in the Work paid from the MACC Contingency. .3 For additional Work ordered as described above that will be self -performed by Contractor (i.e., using its own forces) or executed by Subcontractors or Sub -subcontractors of any tier, it is agreed that the entity actually performing the Work will be permitted to charge a total of fifteen percent (15%) for overhead and profit, and upper tier Subcontractors and Contractor shall charge no more than eight percent (8%) on such Changed Work. .4 When both additions and credits are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any. The overhead and profit percentage in this Section 7.5.1 includes reimbursement for indirect and direct costs associated with the management of the Change Work. Therefore no additional markups or direct costs will be allowed in Change Order pricing. This includes, without limitation, coordination, ordering of materials, field office and home office costs, estimating and scheduling, preparation of the change and pricing, indirect supervision and non -working foreman, safety, and supervision. § 7.5.2 Overtime, when specifically authorized by the Owner and not as an Extraordinary Measure, shall be paid for by the Owner on the basis of premium payment only, plus the cost of insurance and taxes based on the premium payment period. Overhead and profit will not be paid by the Owner for overtime. ARTICLE 8 TIME § 8.1 DEFINITIONS § 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. § 8.1.2 The date of commencement of the Work is the date established in the Agreement. § 8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Section 9.8. § 8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. § 8.2 PROGRESS AND COMPLETION § 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. § 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor and Owner. The date of commencement of the Work shall not be changed by the effective date of such insurance. § 8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. § 8.3 DELAYS AND EXTENSIONS OF TIME § 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by an act or neglect of the Owner or Architect, or of an employee of either, br of a separate contractor employed by the Owner; or by changes ordered in the Work; or by labor disputes, fire, unusual delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control; or by delay authorized by the Owner pending mediation and arbitration; or by other causes that the Architect determines may justify delay, then the Contract Time shall be extended by Change Order to the extent such delay will prevent the Contractor from achieving Substantial Completion within the AIA Document A201 TM - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of thls AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) • Contract Time and if the performance of the Work is not, was not, or would not have been delayed by any other cause for which the Contractor is not entitled to an extension in the Contract Time under the Contract Documents. The Contractor further acknowledges and agrees that adjustments in the Contract Time will be permitted for a delay only to the extent such delay (i) is not caused or could not have been anticipated by the Contractor; (ii) could not be limited or avoided by the Contractor's timely notice to the Owner of the delay or reasonable likelihood that a delay will occur; and (iii) is of a duration not Tess than one (1) day. § 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15. § 8.3.3 Float is defined as the difference between the earliest start date and the latest start date of activities on the Critical Path Method (CPM) Construction Schedule. Float is not for the exclusive use of the Contractor or the Owner unless otherwise agreed upon. Extensions of time for contract performance will be granted only to the extent that equitable time adjustments to affected activities exceed the total float time along the affected paths of the current CPM at the time of the Notice to Proceed was issued for the change. Should the Contractor submit CPM or change order schedules showing early completion of the project or affected activities, the Contractor is not entitled to claim the float between the early completion and the contract scheduled completion or the affected paths of the current CPM for any compensation purposes, including, without limitation, the assertion of delay and damages § 8.3.4 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 CONTRACT SUM The Total Contract Cost (TCC) is stated in the Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. The "Contract Sum," as used in the Contract Documents, shall refer to shall refer to the TCC. § 9.2 SCHEDULE OF VALUES § 9.2.1 The Contractor shall submit to the Architect, within ten (10) days of full execution of the Guaranteed Maximum Price Amendment, a schedule of values allocating the entire Contract Sum to the various portions of the Work and prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. § 9.2.2 The Contractor and each Subcontractor shall prepare a trade payment breakdown for the Work for which each is responsible, such breakdown being submitted on a uniform standardized form approved by the Architect and Owner. The form shall be divided in detail sufficient to exhibit areas, floors and /or sections of the Work, and/or by convenient units and shall be updated as required by either the Owner or the Architect, as necessary to reflect (i) description of Work (listing labor and material separately), (ii) total value, (iii) percent of the Work completed to date, (iv) value of Work completed to date, (v) percent of previous amount billed, (vi) previous amount billed, and (vii) current percent completed. Any trade breakdown that fails to include sufficient detail, is unbalanced or exhibits "front -loading" of the value of the Work shall be rejected. If trade breakdown had been initially approved and subsequently used but later was found improper for any reason, sufficient funds shall be withheld from future. Applications for Payment to ensure an adequate reserve (exclusive of normal retainage) to complete the Work. § 9.3 APPLICATIONS FOR PAYMENT § 9.3.1 At least ten (10) days before the date established for each progress payment, the Contractor shall submit to the Architect an itemized Application for Payment prepared in accordance with the schedule of values, if required under Section 9.2, for completed portions of the Work. Such application shall be notarized, if required, and supported by such data substantiating the Contractor's right to payment as the Owner or Architect may require, such as copies of requisitions- from Subcontractors and material suppliers, and shall reflect retainage if provided for in the Contract Documents. § 9.3.1.1 As provided in Section 7.3.9, such applications may include requests for payment on account of changes in the Work that have been properly authorized by Construction Change Directives, or by interim determinations of the Architect, but not yet included in Change Orders. AIA Document A201 TM - 2007. Copyright 01911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 try The American Init. Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA, Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the i maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. § 9.3.1.2 Applications for Payment shall not include requests for payment for portions of the Work for which the Contractor does not intend to pay a Subcontractor. or material supplier, unless such Work has been performed by others whom the Contractor intends to pay. § 9.3.1.3 Each Application for Payment shall be accompanied by the following, all in form and substance satisfactory to the Owner: (i) a current Contractor's lien waiver and duly executed and acknowledged sworn statement showing all Subcontractors and material suppliers with whom the Contractor has entered into subcontracts, the amount of each such subcontract, the amount requested for any Subcontractor and material supplier in the requested progress payment and the amount to be paid to the Contractor from such progress payment, together with similar sworn statements from all such Subcontractors and material suppliers; (ii) duly executed waivers of mechanics' and material suppliers' liens from all Subcontractors and, when appropriate, from material suppliers and lower tier Subcontractors establishing payment or satisfaction of payment of all amounts requested by the Contractor on behalf of such entities or persons in any previous Application for Payment; and (iii) all information and materials required to comply with the requirements of the Contract Documents or reasonably requested by the Owner or the Architect. § 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on account of materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work. If approved in advance by the Owner, payment may similarly be made for materials and equipment suitably stored off the site at a Iocatiori agreed upon in writing. Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest and which as to offsite materials at a minimum will establish title vested in the Owner evidenced by documentation, including without limitation, recording financing statements, UCC filings and UCC searches, and shall include the costs of applicable insurance, storage• and transportation to the site for such materials and equipment stored off the site. § 9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received from the Owner shall, to the best of the Contractor's knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities making a claim by reason of having provided labor, materials and equipment relating to the Work. The Contractor will defend, hold harmless and indemnify the Owner from any liens, claims, security interests or encumbrances arising from any failure in these warranties due to the Contractor's acts and/or omissions. § 9.4 CERTIFICATES FOR PAYMENT § 9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor and Owner in writing of the Architect's reasons for withholding . certification in whole or in part as provided in Section 9.5.1. § 9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's evaluation of the Work and the data comprising the Application for Payment, that, to the best of the Architect's knowledge, information and belief, the Work has progressed to the point indicated and that the quality of the Work is in accordance with the Contract Documents. The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to results of subsequent tests and inspections, to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the Architect. The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment will not be a representation that the Architect has (1) made exhaustive or continuous on - site inspections to check the quality or quantity of the Work, (2) reviewed construction means, methods, techniques, sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment, or (4) made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. § 9.5 DECISIONS TO WITHHOLD CERTIFICATION § 9.5.1 The Architect may withhold a Certificate for Payment in whole or in part, to the extent reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot AIA Document A201TM-2007. Copyright@ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (389ADA21) Init. be made. If the Architect is unable to certify payment in the amount of the Application, the Architect will notify the Contractor and Owner as provided in Section 9.4.1. if the Contractor and Architect cannot agree on a.revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which the Architect is able to make such representations to the Owner. The Architect may also withhold a Certificate for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a Certificate for Payment previously issued, to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2, because of .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; .3 failure of the Contractor to make payments properly to Subcontractors or for labor, materials or equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; . 5 damage to the Owner or a separate contractor; . 6 reasonable evidence that the Work will not be completed within the Contract Time, and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay; or .7 repeated failure to carry out the Work in accordance with the Contract Documents. The Owner may independently withhold payment if, in its opinion, any of the reasons stated above for withholding a Certificate for Payment exists. § 9.5.2 When the above reasons for withholding certification are removed, certification will be made for amounts previously withheld. § 9.5.3 If the Architect withholds certification for payment under Section 9.5.1.3, the Owner may, at its sole option, issue joint checks to the Contractor and to any Subcontractor or material or equipment suppliers to whom the Contractor failed to make payment for Work properly performed or material or equipment suitably delivered. If the Owner makes payments by joint check, the Owner shall notify the Architect and the Architect will reflect such payment on the next Certificate for Payment. § 9.6 PROGRESS PAYMENTS § 9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in the manner and within the time provided in the Contract Documents, and shall so notify the Architect. § 9.6.2 The Contractor shall pay each Subcontractor no later than seven (7) days after receipt of payment from the Owner the amount to which the Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of the Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each .Subcontractor, require each Subcontractor to make payments to Sub -subcontractors in a similar manner. § 9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. §-9.6.4 The Owner has the right to request written evidence from the Contractor that the Contractor has properly paid Subcontractors and material and equipment suppliers amounts paid by the Owner to the Contractor for subcontracted Work. If the Contractor fails to furnish such evidence within seven days, the Owner shall have the right to contact Subcontractors to ascertain whether they have been properly paid. Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor, except as may otherwise be required by law. § 9.6.5 Contractor payments to material and equipment suppliers shall be treated in a manner similar to that provided in Sections 9.6.2, 9.6.3 and 9.6.4. § 9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract Documents. AIA Document A201 TM - 2007. Copyright m 1911,1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963,1966, 1970, 1976, 1987,1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized 29 , reproduction or distribution of thls AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the Jaw. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. • User Notes: (3B9ADA21) Init. § 9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate. Upon such acceptance and consent of surety, if any, the Owner shall make payment of retainage applying to such Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents. § 9.9 PARTIAL OCCUPANCY OR USE § 9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented to by the insurer as required under Section 11.3.1.5 and authorized by public authorities having jurisdiction over the Project. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, retainage, if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a list to the Architect as provided under Section 9.8.2. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and Contractor or, if no agreement is reached, by decision of the Architect. § 9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect shall jointly inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. § 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of Work not complying with the requirements of the Contract Documents. § 9.10 PHYSICAL COMPLETION, FINAL COMPLETION AND FINAL PAYMENT § 9.10.0 Physical Completion is the stage of the Work when all construction is complete and acceptable to Owner, including all punch list items. Final Completion is the stage of Work after Physical Completion when Contractor has provided all documentation required by the Contract Documents or at law for the Owner to formally accept the Project and release retainage. § 9.10.1 Upon receipt of the Contractor's written notice that the Work is ready for final inspection and acceptance and upon receipt of a final Application for Payment, the Architect will promptly make such inspection and, when the Architect finds the Work acceptable under the Contract Documents and the Contract fully performed, the Architect will promptly issue a Certificate of Physical Completion stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on -site visits and inspections, the Work has been completed in accordance with terms and conditions of the Contract Documents. Upon receipt of all required documentation for Final Payment, the Architect shall issue a final Certificate for Payment stating that to the best of the Architect's knowledge, information and belief, and on the basis of the Architect's on -site visits and inspections, the entire balance found to be due the Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. Further, the final Certificate of Payment will not issue until all warranties and guarantees required by the Contract Documents have been received and accepted by the Owner. § 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that payrolls, bills for material's and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any, to final payment and (5), if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests or encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after AIA Document A201 M - 2007. Copyright © 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 anti 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIM, Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. § 9.10.3 [Intentionally Omitted] § 9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except those arising from .1 liens, Claims, security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. § 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled at the time of final Application for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 SAFETY PRECAUTIONS AND PROGRAMS The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. § 10.2 SAFETY OF PERSONS AND PROPERTY § 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to .1 employees on the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub - subcontractors; and .3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. § 10.2.2 The Contractor shall comply with and give notices required by applicable laws, statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. § 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent sites and utilities. The Contractor shall also be responsible, at the Contractor's sole cost and expense, for all measures necessary to protect any property adjacent to the Project and improvements therein. Any damage to such property or improvements shall be promptly repaired by the Contractor. § 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel and shall give the Architect and Owner reasonable advance notice of such use, storage and/or methods. § 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured under property insurance required by the Contract Documents) to property referred to in Sections 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 10.2.1.2 and 10.2.1.3, except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Section 3.18. AIA Document A201 TM - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: Thls AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 32 reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. t § 10.2.6 The Contractor shall designate a responsible member of the Contractor's organization atthe site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. § 10.2.7 The Contractor shall not permit any part of the construction or site to be loaded so as to cause damage or create an unsafe condition. § 10.2.8 INJURY OR DAMAGE TO PERSON OR PROPERTY If either party suffers injury or damage to person or property because of an act or omission of the other party, or of others for whose acts such party is legally responsible, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the other party to investigate the matter. The Contractor shall promptly report to the Architect and Owner all accidents. If Work is suspended on the Project for any reason, the Contractor shall secure and fully protect the Work. § 10.3 HAZARDOUS MATERIALS § 10.3.1 The Contractor is responsible for compliance with any requirements included in the Contract Documents regarding hazardous materials. if the Contractor encounters a concealed and undisclosed hazardous material or substance not addressed in the Contract Documents and which could not have been discovered by Contractor actions pursuant to Section 3.2.2. and if reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the affected area and report the condition to the Owner and Architect in writing. § 10.3.2 Upon receipt of the Contractor's written notice, the Owner shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, to cause it to be rendered harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in writing to the Contractor and Architect the names and qualifications of persons or entities who are to perform tests verifying the presence or absence of such material or substance or who are to perform the task of removal or safe containment of such material or substance. The Contractor and the Architect will promptly reply to the Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. If either the Contractor or Architect has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor and the Architect have no reasonable objection. When the material or substance has been rendered harmless, Work in the affected area shall resume upon written agreement of the Owner and Contractor. By Change Order, the Contract Time shall be extended appropriately and the Contract Sum shall be increased in the amount of the Contractor's reasonable additional costs of shut -down, delay and start-up. § 10.3.3 The term "rendered harmless" shall be interpreted to mean that levels of asbestos and polychlorinated biphenyls are less than any applicable exposure standards set forth in OSHA regulations. In no event, however, shall the Owner have any responsibility for any substance or material that is brought to the Project site by the Contractor, any Subcontractor, any material supplier or any entity for whom any of them is responsible. The Contractor agrees not to use any fill or other materials to be incorporated into the Work that are hazardous, toxic or made up of any items that are hazardous or toxic. § 10.3.4 The Owner shall not be responsible under this Section 10.3 for materials or substances the Contractor brings to the site unless such materials or substances are required by the Contract Documents. The Owner shall be responsible for materials or substances required by the Contract Documents, except to the extent of the Contractor's fault or negligence in the use and handling of such materials or substances. § 10.3.5 The Contractor shall indemnify the Owner for the cost and expense the Owner incurs (1) for remediation of a material or substance the Contractor brings to the site and negligently handles, or (2) where the Contractor fails to perform its obligations under Section 10.3.1, except to the extent that the cost and expense are due to the Owner's fault or negligence. (Paragraph Deleted) AIA Document A201 TM - 2007. Copyright CD 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or arty portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software et 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. § 10.4 EMERGENCIES In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Article 15 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 CONTRACTOR'S LIABILITY INSURANCE § 11.1.1 Insurance Term. The Contractor shall procure and maintain insurance, as required in this Section, without interruption from commencement of the Contractor's work through the term of the contract and for one year thereafter. § 11.1.2 No Limitation. The Contractor's maintenance of insurance, its scope of coverage and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Owner's recourse to any remedy available at law or in equity. § 11.1.3 Minimum Scope of Insurance. The Contractor's required insurance shall be of the types and coverage as stated below: 1. Automobile Liability insurance covering all owned, non -owned, hired and leased vehicles. Coverage shall be at least as broad as Insurance Services Office (ISO) form CA 00 01. 2. Commercial General Liability insurance shall be as least at broad as ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors, products - completed operations, stop gap liability, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit using ISO form CG 25 03 05 09 or an equivalent endorsement. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Owner shall be named as an additional insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the Owner using ISO Additional Insured endorsement CG 20 10 10 01 and Additional Insured -Completed Operations endorsement CG 20 37 10 01 or substitute endorsements providing at least as broad coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. (Paragraph Deleted) 4. Professional Liability or Errors and Omissions coverage which shall cover claims resulting from professional errors and omissions of Contractor and any of its Subcontractors/Sub consultants in connection with the Work provided such claims arise during the period commencing upon the preparation of the construction documents and ending ten (10) years following the Final Acceptance Date. Such insurance shall be in form acceptable to the Owner. Such insurance shall be written to cover all costs of correcting defects and deficiencies (including unapproved deviations) arising from the professional liability or errors and omissions of Contractor and the Subcontractors providing design, engineering or other professional services, at all tiers, shall be written on a project -specific basis. The insurance policy shall include an endorsement, in form approved by the Owner, providing the Owner with vicarious liability coverage. Such insurance shall be excess to liability insurance required hereunder as respects third party bodily injury and property damage claims. The policy shall not contain any provision or exclusion (including any so-called `insured versus insured' exclusions or.`cross-liability' exclusion) the effect of which would be to prevent, bar, or otherwise preclude the Owner or the Contractor from making a claim which would otherwise be covered by such policy on the grounds that the claim is brought by an insured or additional insured against an insured or additional insured under the policy. • § 11.1.4 Minimum Amounts of Insurance. The Contractor shall maintain the following insurance limits: AIA Document A201 TM — 2007. Copyright Ci 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized 34 reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. t 1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $3,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $5,000,000 each occurrence, $10,000,000 general aggregate and $10,000,000 products -completed operations aggregate limit. (Paragraph Deleted) 3. Professional Liability or Errors and Omissions coverage of no less than $10 million per claim, with a general aggregate limit of no less than $10 million. § 11.1.5 Public Entity Full Availability of Contractor Limits. If the Contractor maintains higher insurance limits than the minimums shown above, the Owner shall be insured for the full available limits of Commercial General and Excess or Umbrella liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than those required by this contract or whether any certificate of insurance furnished to the Owner evidences limits of liability lower than those maintained by the Contractor. § 11.1.6 Other Insurance Provision. The Contractor's Automobile Liability and Commercial General Liability insurance policies are to contain, or be endorsed to contain that they shall be primary insurance as respect the Owner. Any insurance, self-insurance, or self -insured pool coverage maintained by the Owner shall be excess of the Contractor's insurance and shall not contribute with it. § 11.1.7 Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best rating of not less than A: VII. § 11.1.8 Verification of Coverage. The Contractor shall furnish the Owner with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsements, evidencing the insurance requirements of the Contractor before commencement of the work. Upon request by the Owner, the Contractor shall furnish certified copies of all required insurance policies, including endorsements, required in this contract and evidence of all subcontractors' coverage. § 11.1.9 Subcontractor's Insurance. The Contractor shall cause each and every Subcontractor to provide insurance coverage that complies with all applicable requirements of the Contractor -provided insurance as set forth herein, except the Contractor shall have sole responsibility for determining the limits of coverage required to be obtained by Subcontractors. The Contractor shall ensure that the Owner is an additional insured on each and every Subcontractor's Commercial General liability insurance policy using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. § 11.1.10 Notice of Cancellation. The Contractor shall provide the Owner and all Additional Insureds for this work with written notice of any policy cancellation within two business days of their receipt of such notice. § 11.1.11 Failure to Maintain Insurance. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Owner may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Owner on demand, or at the sole discretion of the Owner, offset against funds due the Contractor from the Owner. § 11.2 OWNER'S LIABILITY INSURANCE The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. § 11.3 PROPERTY INSURANCE § 11.3.1 The Owner shall purchase and maintain Builder's Risk Property Insurance for property against all risks of physical loss or damage, including earthquake and quake, for the replacement cost as of the property at the time of loss. The policy shall cover the Tukwila Justice Center Project and each of its component parts. Such insurance AIA Document A201 TM - 2007. Copyright © 1911, 1915, 1918, 1925,1937, 1951, 1958,1961, 1963, 1966, 1970, 1976,1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. shall waive subrogation under such insurance and rights of recovery under the deductible in favor of the Contractor and subcontractors except to the extent that loss or damage up to $25,000 each loss ($5,000 if for property while in transit) may be due to the negligence of the Contractor or to the extent that loss or damage up to $5,000 may be due to the negligence of any subcontractor. Contractor and Subcontractors shall not be responsible for any losses exceeding any sublimits included within the Builder's Risk policy. § 11.3.1.1 Builder's Risk Property Insurance shall cover all materials, supplies, and equipment that are intended for specific installation in the project while such materials, supplies and equipment are located at the project site, in transit or while temporarily located away from the project site. However, Builder's Risk insurance does not cover Contractor or subcontractors' owned, hired, or leased property or tools, equipment, or supplies used for construction. and not intended to form a permanent part of the Work, for which Contractor and subcontractors shall be responsible. § 11.3.1.2 If the Owner does not intend to purchase such property insurance required by the Contract and with all of the coverages in the amount described above, the Owner shall so inform the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance that will protect the interests of the Contractor, Subcontractors and Sub -subcontractors in the Work, and by appropriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to purchase or maintain insurance as described above, without so notifying the Contractor in writing, then the Owner shall bear all reasonable costs properly attributable thereto. § 11.3.1.3 [Intentionally omitted] § 11.3.1.4 [Intentionally omitted] § 11.3.1.5 Partial occupancy or use in accordance with Section 9.9 shall not commence until the insurance company or companies providing property insurance have consented to such partial occupancy or use by endorsement or otherwise. The Owner and the Contractor shall take reasonable steps to obtain consent of the insurance company or companies and shall, without mutual written consent, take no action with respect to partial occupancy or use that would cause cancellation, lapse or reduction of insurance. § 11.3.2 BOILER AND MACHINERY INSURANCE (Paragraph Deleted) [Intentionally omitted] § 11.3.3 LOSS OF USE INSURANCE (Paragraph Deleted) [Intentionally omitted] § 11.3.4 WAIVERS OF SUBROGATION If permitted by the Owner's and Contractor's insurance companies, without penalties, the Owner (Paragraphs Deleted) and Contractor waive all rights against (1) each other and any of their subcontractors, sub -subcontractors, agents and employees, each of the other, and (2) the Architect, Architect's consultants, separate contractors described in Article 6, if any, and any of their subcontractors, sub -subcontractors, agents and employees, for damages caused by fire or other causes of loss to the extent of actual recovery of any insurance proceeds under any property insurance obtained pursuant to this Section 11.3 or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by the Owner in good faith. The Owner or Contractor, as appropriate, shall require of the Architect, Architect's consultants, separate contractors described in Article 6, if any, and the subcontractors, sub -subcontractors, agents and employees of any of them, by appropriate agreements, written where legally required for validity, similar waivers each in favor of other parties enumerated herein. The policies shall provide such AIA Document A201 TM — 2007. Copyright ®1911, 1915, 1918,1925, 1937,1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. § 11.3.5 A loss insured under the Owner's property insurance shall be adjusted by the Owner in good faith and made payable to the Owner in good faith for the insureds, as their interests may appear, subject to requirements of any applicable mortgagee clause and of Section 11.3.10. The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shall require Subcontractors to make payments to their Sub -subcontractors in similar manner. § 11.3.6 If required in writing by a party in interest, the Owner in good faith shall, upon occurrence of an insured loss, give bond for proper performance of the Owner's duties. The cost of required bonds shall be charged against proceeds received in good faith. The Owner shall deposit in a separate account proceeds so received, which the Owner shall distribute in accordance with such agreement as the parties in interest may reach, or as determined in accordance with the method of binding dispute resolution selected in the Agreement between the Owner and Contractor. If after such loss no other special agreement is made and unless the Owner terminates the Contract for convenience, replacement of damaged property shall be performed by the Contractor after notification of a Change in the Work in accordance with Article 7. § 11.3.7 The Owner in good faith shall have power to adjust and settle a loss with insurers unless one of the parties in interest shall object in writing within five days after occurrence of loss to the Owner's exercise of this power; if such objection is made, the dispute shall be resolved in the manner selected by the Owner and Contractor as the method of binding dispute resolution in the Agreement. If the Owner and Contractor have selected arbitration as the method of binding dispute resolution, the Owner in good faith shall make settlement with insurers or, in the case of a dispute over distribution of insurance proceeds, in accordance with the directions of the arbitrators. § 11.4 PERFORMANCE BOND AND PAYMENT BOND § 11.4.1 The Contractor shall furnish bonds covering faithful performance of the Contract and payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Contract Documents on the date of execution of the Contract and in compliance with Ch.39.08 RCW; provided that the surety for each bond agrees that it consents to and waives notice of any addition, alteration, omission, change, or other modification of the Contract Documents and such events shall not release the surety of its obligations. Surety also shall be obligated under the bonds to any successor, grantee or assignee of the Owner. § 11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations arising under the Contract, the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. § 11.4.3 The Contractor shall keep the surety informed of the progress of the Work and the Owner may, at its sole discretion, inform the surety of the progress of the Work: § 11.5 GENERAL REQUIREMENTS § 11.5.1 All insurance coverage procured by the Contractor shall be provided by insurance companies having policy holder ratings no lower than "A" and financial ratings not lower than "XII" in the Best's Insurance Guide, latest edition in effect as of the date of the Contract and subsequently in effect at the time of renewal of any policies required by the Contract Documents. § 11.5.2 If the Owner or the Contractor is damaged by the failure of the other party to purchase or maintain insurance required under Article 11, then the party who failed to purchase or maintain the insurance shall bear all reasonable costs (including attorneys' fees and court and settlement expenses) properly attributable thereto. ARTICLE 12 UNCOVERING AND CORRECTION OF WORK § 12.1 UNCOVERING OF WORK § 12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements specifically expressed in the Contract Documents, it must, if requested in writing by the Architect, be uncovered for the Architect's examination and be replaced at the Contractor's expense without change in the Contract Time. AIA Document A201 M - 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized. 37 reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) § 12.1.2 If a portion of the Work has been covered that the Architect has not specifically requested to examine prior to its being covered, the Architect may request to see such Work and it shall be uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at the Owner's expense. If such Work is not in accordance with the Contract Documents, such costs and the cost of correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor in which event the Owner shall be responsible for payment of such costs. § 12.2 CORRECTION OF WORK § 12.2.1 If a portion of the Work is covered contrary to the requirements in the Contract Documents, it must, if required in writing by Owner, be uncovered for Owner's observation and be replaced at the Contractor's expense and without change in the Contract Time. Further, if in the course of the Work, the Contractor or its Subcontractors have used or damaged any portion of the work, the Contractor shall cause such Work to be restored to "like new" condition at no expense to the Owner. § 12.2.2 If, at any time prior to Substantial Completion, Owner desires to examine any portion of the Work that has been covered, Owner may request to see such Work and Contractor shall uncover it. If such Work is in accordance with the Contract Documents, the Contractor shall be entitled to an adjustment in the Total Contract Cost for the costs of uncovering and replacement, and, if the Work is thereby delayed, an adjustment in the Contract Time, provided it makes a request therefore as provided in these General Conditions. If such Work is not in accordance with the Contract Documents, the Contractor shall pay the costs of examination and reconstruction. § 12.2.3 The Contractor shall promptly correct Work found by Owner not to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed, or completed. Contractor shall bear all costs of correcting such nonconforming Work, including additional testing and (Paragraph Deleted) inspections. If, within one year after the date of Substantial Completion of the Work or designated portion thereof, or within the terms of any applicable special warranty required by the Contract Documents if longer than one year, any of the Work is found to be not in accordance with the requirements of the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner to do so. Owner shall give such notice promptly after discovery of the condition. This period of correction shall be extended, with respect to portions of Work finished after Substantial Completion, by the period of time between Substantial Completion and the actual performance of the Work. Contractor's duty to correct with respect to Work repaired or replaced shall run for one year from the date of repair or replacement. § 12.2.4 Contractor shall remove from the Project site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by Contractor nor accepted by Owner. § 12.2.5 If Contractor falls to correct nonconforming Work within a reasonable time after written notice to do so, Owner may replace, correct, or remove the nonconforming Work and charge the cost thereof to the Contractor. § 12.2.6 Contractor shall bear the cost of correcting destroyed or damaged Work, whether completed or partially completed, caused by Contractor's correction or removal of Work that is not in accordance with the requirements of the Contract Documents. § 12.2.7 Nothing contained in this Section shall be construed to establish a period of limitation with respect to other obligations that Contractor might have according to the Contract Documents. Establishment of the time period of one year as described in above relates only to the specific obligation of Contractor to correct the Work, and has no relationship to the time within which the Contractor's obligation to comply with the Contract Documents may be sought to be enforced, including the time within which such proceedings may be commenced. . § 12.2.8 AIA Document A201 TM — 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. AU rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe clvli and criminal penalties, and will be prosecuted to the t maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (369ADA21) If Owner prefers to accept Work that is not in accordance with the requirements of the Contract Documents, Owner may do so instead of requiring its removal and correction, in which case the Contract sum may be reduced as appropriate and equitable. ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 GOVERNING LAW § 13.1.1 Governing Law and Venue. The laws of the state of Washington shall govern the Contract Documents and the rights of the parties herein. Venue shall be in King County, Washington, unless otherwise specified. § 13.1.2 Compliance with Laws. The Contractor, at its sole cost and expense, shall perform and comply with all applicable laws of the United States and the State of Washington; the applicable laws of the City of Tukwila; and rules, regulations, orders, and directives of their administrative agencies and their officers. § 13.1.3 Licenses and Similar Authorizations. The Contractor, at no expense to the Owner, shall secure and maintain in full force and effect during the term of this Preconstruction Contract all required licenses, permits, and similar legal authorizations, and comply with all related requirements. § 13.1.4 Taxes. The Contractor shall pay, before delinquency, all taxes, levies, and assessments arising from its activities and undertakings under this Preconstruction Contract; taxes levied on its property, equipment and improvements; and taxes on the Contractor's interest in this Preconstruction Contract and any leasehold interest deemed to have been created under Chapter 82.29A RCW. § 13.1.5 Use of Recycled Content Paper. The Contractor shall, whenever practicable, use recycled content paper on all documents submitted to the Owner. § 13.1.6 Americans with Disabilities Act. The Contractor shall comply with all applicable provisions of the Americans with Disabilities Act of 1990 (ADA) in performing its obligations under this Preconstruction Contract. In particular, if the Contractor is providing services, programs, or activities to Owner employees or members of the public as part of this Preconstruction Contract, the Contractor shall not deny participation or the benefits of such services, programs, or activities to people with disabilities on the basis of such disability. Failure to comply with the provisions of the ADA shall be a material breach of, and grounds for the immediate termination of, this Preconstruction Contract. § 13.2 SUCCESSORS AND ASSIGNS § 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns and legal representatives to covenants, agreements and obligations contained in the Contract Documents. Except as provided in Section 13.2.2, neither party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations under the Contract. § 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to a lender or other entity providing construction financing or credit enhancement for the Project, if the lender assumes the Owner's rights and obligations under the Contract Documents. The Contractor shall execute all consents reasonably required to facilitate such assignment. § 13.3 WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual, to a member of the firm or entity, or to an officer of the corporation for which it was intended; or if delivered at, or sent by registered or certified mail or by courier service providing proof of delivery to, the address stated on the first page of the Agreement, unless a party gives notice of a change in address. § 13.4 RIGHTS AND REMEDIES § 13.4.1 Except as expressly provided in the Contract Documents, duties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall be in addition to and not a limitation of duties, obligations, rights and remedies otherwise imposed or available by law. AIA Document A201 TM - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Init. Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the i maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (389ADA21) Init. § 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act constitute approval of or acquiescence in a breach there under, except as may be specifically agreed in writing. § 13.5 TESTS AND INSPECTIONS § 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the Contract Documents and by applicable laws, statutes, ordinances, codes, rules and regulations or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make arrangements for such tests, inspections and approvals with an independent testing laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspections are to be made so that the Architect may be present for such procedures. The Owner shall bear costs of (1) tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded, and (2) tests, inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. § 13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions of the Work require additional testing, inspection or approval not included under Section 13.5.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner, and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs, except as provided in Section 13.5.3, shall be at the Owner's expense. § 13.5.3 If such procedures for testing, inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents, all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services and expenses shall be at the Contractor's expense. The Contractor also agrees the cost of testing services required for the convenience of the Contractor in its scheduling and performance of the Work and the cost of testing services related to remedial operations performed to correct deficiencies in the Work shall be borne by the Contractor. § 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be secured by the Contractor and promptly delivered to the Architect. § 13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract Documents, the Architect will do so promptly and, where practicable, at the normal place of testing. § 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. § 13.6 INTEREST Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing"or, in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. § 13.7 TIME LIMITS ON CLAIMS The Owner and Contractor shall commence all claims and causes of action, whether in contract, tort, breach of warranty or otherwise, against the other arising out of or related to the Contract in accordance with the requirements of the final dispute resolution method selected in the Agreement within the time period specified as specified: a. As to acts or failures to act occurring prior to the relevant date of Substantial Completion, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than such Date of Substantial Completion; b. As to acts or failures to act occurring subsequent to the relevant date of Substantial Completion and prior to issuance of the final Certificate for Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of issuance of the final Certificate of Payment. AIA Document A201 TM — 2007. Copyright ®1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. c. As to acts or failures to act occurring after the relevant date of issuance of the final Certificate of Payment, any applicable statute of limitations shall commence to run and any alleged cause of action shall be deemed to have accrued in any and all events not later than the date of any act or failure to act by the Contractor pursuant to any warranty provided herein, the date of any correction of the Work or failure to correct the Work by the Contractor as provided herein or the date of actual commission of any other act or failure to perform any duty or obligation by the Contractor or Owner, whichever occurs last. § 13.8 NO ORAL WAIVER The provisions of the Contract Documents shall not be changed, amended, waived or otherwise modified in any respect except by a writing signed by the Owner. § 13.9 NOTICE REGARDING LIENS The Contractor shall provide all notices required or permitted by the laws of the State of Washington for the protection of the Owner from liens and claims of lien if permitted or required by applicable law, including without limitation, notices received by Subcontractors and suppliers to the Contractor. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, for any of the following reasons: .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work to be stopped; or .2 An act of government, such as a declaration of national emergency that requires all Work to be stopped. (Paragraph Deleted) . § 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or a Subcontractor, Sub -subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor, repeated suspensions, delays or interruptions of the entire Work by the Owner as described in Section 14.3 constitute in the aggregate more than 100 percent of the total number of days scheduled for completion, or 120 days in any 365-day period, whichever is less. § 14.1.3 If one of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may, upon seven days' written notice to the Owner and Architect, terminate the Contract and recover from the Owner payment for Work executed, including reasonable overhead and profit, costs incurred by reason of such termination, and damages. § 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has persistently failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work, the Contractor may, upon seven additional days' written notice to the Owner and the Architect, terminate the Contract and recover from the Owner as provided in Section 14.1.3. § 14.2 TERMINATION BY THE OWNER FOR CAUSE § 14.2.1 The Owner may terminate the Contract if the Contractor .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; .3 repeatedly disregards applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of a public authority; or .4 otherwise is guilty of substantial breach of a provision of the Contract Documents. § 14.2.2 When any of the above reasons exist, the Owner, upon certification by the Initial Decision Maker that sufficient cause exists to justify such action, may without prejudice to any other rights or remedies of the Owner and AIA Document A201 TM - 2007. Copyright®1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of It, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. after giving the Contractor and the Contractor's surety, if any, seven days' written notice, terminate employment of the Contractor and may, subject to any prior rights of the surety: .1 Exclude the Contractor from the site and take possession of all materials, equipment, tools, and construction equipment and machinery thereon owned by the Contractor; .2 Accept assignment of subcontracts pursuant to Section 5.4; and .3 Finish the Work by whatever reasonable method the Owner may deem expedient. Upon written request of the Contractor, the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by the Owner in finishing the Work. § 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 14.2.1, the Contractor shall not be entitled to receive further payment until the Work is finished. § 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including compensation for the Architect's services and expenses made necessary thereby, and other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive termination of the Contract. § 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE § 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. § 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time caused by suspension, delay or interruption as described in Section 14.3.1. Adjustment of the Contract Sum shall include profit. No adjustment shall be made to the extent .1 that performance is, was or would have been so suspended, delayed or interrupted by another cause for which the Contractor is responsible; or .2 that an equitable adjustment is made or denied under another provision of the Contract. § 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE § 14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. § 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the Contractor shall .1 cease operations as directed by the Owner in the notice; .2 take actions necessary, or that the Owner may direct, for the protection and preservation of the Work; and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all existing subcontracts and purchase orders and enter into no further subcontracts and purchase orders. § 14.4.3 Upon such termination, the Contractor shall recover as its sole remedy payment for Work properly performed in connection with the terminated portion of the Work prior to the effective date of termination and for items properly and timely fabricated off the Project site, delivered and stored in accordance with the Owner's instructions. The Contractor hereby expressly waives and forfeits all other claims for payment and damages, including without limitation anticipated profits. The Owner shall be credited for (i) payments previously made to the Contractor for the terminated portion of the Work; (ii) claims that the Owner has against the Contractor under the Contract and (iii) the value of the materials, supplies, equipment or other items that are to be disposed of by the Contractor that are part of the Contract Sum. ARTICLE 15 CLAIMS AND DISPUTES § 15.1 CLAIMS PROCEDURES MANDATORY All claims for additional costs and/or time (regardless of how described) must be made in accordance with the requirements of this Article or they will be waived. AIA Document A201 TM - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951. 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (389ADA21) Init. 1 Any Claim of the Contractor against the Owner for damages, additional payment for any reason, or extension of time, whether under the Contract or otherwise, shall be conclusively deemed to have been waived by the Contractor unless a timely Initial Notice is provided followed by a substantiated timely submission of a Claim (including timely submission of additional substantiation) in strict accordance with this Article. No act, omission, or knowledge, actual or constructive, of the Owner or the Architect shall in any way be deemed to be a waiver of the requirement for timely written notice unless the Owner provides the Contractor with an explicit, written waiver of timely Initial Notice and/or timely submission of a Claim. All Initial Notices and Claims shall be addressed to the Owner, with copies to the Architect and Owner's Designated Representative, at the addresses on the first page of the Agreement. § 15.1.1 CLAIMS DEFINED A Claim is a substantiated demand or assertion by the Contractor seeking, as a matter of right, payment of money, or other relief with respect to the terms of the Contract. The term "Claim" also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract. Claims do not include written notices that are not substantiated in accordance with this Article. § 15.1.2 INITIAL NOTICE An "Initial Notice" is the mechanism the Contractor must use to provide the Owner with initial notice of events that have or may result in a Claim. At a minimum, Initial Notices must be in writing and describe the event, identify persons with knowledge of the event, qualitatively describe the likely or potential impacts of the event and identify provisions of the Contract Documents that are implicated by the event. An Initial Notice must be given within fourteen (14) days of the occurrence of the event, except for events involving subsurface conditions, in which case Section 15.1.5 shall control. §15.1.3 CLAIMS If the Contractor wishes to seek an adjustment to the Contract Sum or Contract Time for the event that gave rise to the Initial Notice, it must submit a Claim to Owner within fourteen (14) days of giving the Initial Notice. Claims must be made in writing and substantiated by detailed information. The responsibility to substantiate Claims rests solely with the Contractor. The substantiation of a Claim shall include, at a minimum, the following: .1 A detailed factual statement of the Claim for additional compensation and time, if any, providing all necessary dates, locations, and items of Work affected bythe Claim; .2 The date on which facts arose that gave rise to the Claim; .3 The name of each employee of Owner or Architect knowledgeable about the Claim; .4 The specific provisions of the Contract Documents which support the Claim; (Paragraph Deleted) .5 The identification of any documents and the substance of any oral communications that support the Claim; and .6 Copies of any identified documents, other than the Contract Documents, that support the Claim. Within a reasonable time thereafter, such reasonable time to beagreed upon by the Contractor and Owner based on the facts and circumstances of the Claim, Contractor shall provide the following additional Claim substantiation: .1 If an adjustment in the Contract Time is sought: the specific days and dates for which it is sought; the specific reasons Contractor believes an extension in the Contract Time should be granted; and Contractor's analysis of its Progress Schedule to demonstrate the reason for the extension in Contract Time; .2 If an adjustment in the Contract Sum is sought, the exact amount sought and a breakdown of that amount into the categories set forth in, and in the detail required by the Contract Documents; and (Paragraph Deleted) AIA Document A201 TM — 2007. Copyright 01911, 1915, 1918, 1925, 1937, 1951, 1958, 1981, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized Al reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. .3 A statement certifying, under penalty of perjury, that the Claim is made in good faith, that the supporting cost and pricing data are true and accurate to the best of Contractor's knowledge and belief, that the Claim is fully supported by the accompanying data, and that the amount requested accurately reflects the adjustment in the Contract Sum or Contract Time for which Contractor believes Owner is liable. (Paragraph Deleted) In the event the Contractor believes that a change in the Work that is the responsibility of the Owner has caused, or may cause, an increase in the Contractor's costs in the form of labor and equipment inefficiencies or lost productivity, such alleged costs must be specifically identified in either the initial or additional Claim substantiation. In addition, the Contractor must establish that the alleged cost increases result directly from such change and must demonstrate the impact by utilizing comparisons of the Work performed during the impacted period with Work performed during a non -impacted period or on a closely similar but different part of the Work if such comparisons are reasonably available or feasible. §15.1.4 ADVERSE WEATHER If adverse weather conditions are the basis for an Initial Notice and Claim, such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated and that weather conditions had an adverse effect on the critical path of the current submitted Construction Schedule. Neither Contract Time nor the Contract Sum will be adjusted for normal inclement weather. § 15.1.5 SUBSURFACE CONDITIONS If conditions are encountered at the site that constitute subsurface or otherwise concealed physical conditions that differ materially from those indicated in the Contract Documents or from those ordinarily found to exist and generally recognized as inherent in construction activities of the Project (including those conditions described in Sections 3.7.4 and 3.7.5, then written notice by the Contractor shall be given to the Owner promptly before such conditions are disturbed and in no event later than three (3) days after first observance of such conditions. The Owner's Designated Representative will promptly investigate such conditions and, if they differ materially and cause an increase or decrease in the Contractor's cost of, or time required for,performance of any part of the Work, will recommend an equitable adjustment in the Contract Sum or Contract Time, or both, to the Owner for consideration. If the Owner determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract are justified, the Owner shall so notify the Contractor in writing, stating the reasons. Protests in opposition to such determination must be set forth in writing within fourteen (14) days after the Owner has given notice of the decision. These protests, if timely, shall be treated as a Claim properly submitted under Section 15.1.3 if it contains the Claim substantiation required by Section 15.1.3. §15.1.6 OWNER'S CLAIM DECISION The Owner shall consider each timely presented Claim and shall issue a written decision. The Contractor shall present additional supporting information if requested by the Owner for its consideration of the Claim. A decision by the Owner shall be required as a condition precedent to submission of a Claim to the Independent Decision Maker as to all matters arising prior to the date final payment is due, regardless of (1) whether such matters relate to execution and progress of the Work or (2) the extent to which the Work has been completed. If the Owner fails to issue a decision within thirty (30) days of Owner's receipt of a Claim, the Claim shall be deemed denied. § 15.2 INITIAL DECISION § 15.2.1 Claims denied by the Owner may be appealed by Contractor to the Initial Decision Maker for initial decision. The Initial Decision Maker is identified in the Agreement. Owner may also refer a claim to the Initial Decision Maker. Except for those Claims arising under Sections 10.3, 10.4, 11.3.9, and 11.3.10, an initial decision shall be required as a condition precedent to mediation of any Claim arising prior to the date final payment is due, AIA Document A201 T" - 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (389ADA21) Init. unless 30 days have passed after the Claim has been referred to the Initial Decision Maker with no decision having been rendered. Unless the Initial Decision Maker and all affected parties agree, the Initial Decision Maker will not decide disputes between the Contractor and persons or entities other than the Owner. The Owner, Architect and the Contractor and every Subcontractor hired to perform Work on this Project is required to follow this process. No mediation or lawsuit may be filed seeking any adjustment in the Contract Sum or Contract Time unless and until each and every step of this procedure has been followed with respect to that adjustment. Every Claim brought on behalf of a subcontractor shall be brought through the Contractor. § 15.2.2 FILING AN APPEAL WITH THE INITIAL DECISION MAKER Provided that the Contractor has complied with the notice and claims requirements of this Article 15, if the Contractor disagrees with any decision of the Owner regarding a Claim, the Contractor shall file an appeal with the Initial Decision Maker as herein provided. Contractor shall file its appeal with the Initial Decision Maker, with a copy to the Owner, not later than 14 days from Contractor's receipt of the Owner's decision. In the event of a Change Order proposal not acted upon by the Substantial Completion date, it will be deemed to have been rejected, and the Owner's decision shall be deemed to have been made on the Substantial Completion date. Any appeal not filed within 14 days from Contractor's receipt of the Owner's decision is waived. Every appeal submitted to the Initial Decision Maker shall be limited to the substance of, and seek the same adjustment to the Contract Sum or Contract Time as that in, the Claim submitted to the Owner. Matters not previously submitted to the Owner as provided in this Article 15 shall not be considered by the Independent Decision Maker. The appeal shall identify in writing the portion(s) of the Owner's Claim decision that are in dispute and be supported by the documents on which the Contractor bases its appeal. § 15.2.3 INITIAL DECISION MAKER ACTION ON A CLAIM Upon receipt of an appeal, the Initial Decision Maker may act as a mediator, seeking mutual agreement. If mutual agreement is not readily attainable, the Initial Decision Maker shall issue a decision. On Claims for monetary relief of $30,000.00 or less, the Initial Decision Maker decision is final and binding on the Owner, Contractor and its Subcontractors. On Claims for monetary relief of more than $30,000.00, the Initial Decision Maker will act as an advisory body, whose decision is not binding on either Owner or Contractor or its Subcontractors when the claim is more than $30,000.00. The Owner and Contractor shall agree on compensation for the Initial Decision Maker to be paid by the Owner and Contractor. There will be no formal procedure for the Initial Decision Maker's review of an appeal. The Parties will be entitled to submit whatever relevant evidence each believes supports their position in the dispute. The Initial Decision Maker may elect whether to hear testimony or oral argument. The Initial Decision Maker will endeavor to resolve the dispute in an expeditious and cost effective manner and will render its recommendation in writing to both Owner and Contractor promptly. In Claims involving greater than $30,000.00, the Owner and Contractor will within 30 days of the Initial Decision Maker's recommendation, confer and attempt to reach an agreement regarding the dispute, and if appropriate, enter into a written agreement, which may be a Change Order, or failing agreement, may demand mediation pursuant to Section 15.3. During the pendency of any such appeal to the Initial Decision Maker, the Contractor shall proceed with the Work of the project, including that portion in dispute, unless directed otherwise in writing by the Owner. In no event shall the Contractor be entitled to institute legal proceedings regarding a Claim submitted to the Initial Decision Maker as set forth above, more than 180 days after Substantial Completion of the Work. AIA Document A201 11" — 2007. Copyright' 1911, 1915, 1918, 1925, 1937,1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (389AOA21) Init. § 15.3 MEDIATION § 15.3.1 Claims seeking monetary relief over $30,000 for which the Initial Decision Maker has made a recommendation shall be subject to mediation as a condition precedent to binding dispute resolution. § 15.3.2 A request for mediation shall be made in writing, delivered to the other party to the Contract. The parties shall endeavor to agree on a mediator. if they cannot agree, the party seeking mediation can request a mediator to be appointed by the American Arbitration Association. The request for mediation may be made concurrently with the filing of binding dispute resolution proceedings but, in such event, mediation shall proceed in advance of binding dispute resolution proceedings, which shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed for a longer period by agreement of the parties or court order. § 15.3.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in Seattle, Washington, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 15.4 CLAIMS AUDITS § 15.4.1 All Claims filed against Owner shall be subject to audit at any time following the filing of the Claim. Failure of Contractor, or Subcontractors of any tier, to maintain and retain reasonably sufficient records to allow Owner to verify all or a portion of the Claim or to permit Owner access to the books and records of Contractor, or Subcontractors of any tier, shall constitute a waiver of that part of the Claim and shall bar any recovery on that part of the Claim. § 15.4.2 In support of Owner audit of any Claim, Contractor shall, upon request, promptly make available to Owner any documents relating to the Claim, including but not limited to: .1 Daily time sheets and supervisor's daily reports; .2 Collective bargaining agreements; .3 Insurance, welfare, and benefits records; • .4 Payroll registers; .5 Earnings records; .6 Payroll tax forms; .7 Material invoices, requisitions, and delivery confirmations; .8 Material cost distribution worksheet; .9 Equipment records (list of company equipment, rates, etc.); .10 Vendors', rental agencies', Subcontractors', and agents' invoices; .11 Contracts between Contractor and each of its Subcontractors, and all lower -tier Subcontractor contracts and supplier contracts; .12 Subcontractors' and agents' payment certificates; .13 Canceled checks (payroll and vendors); .14 Job cost reports, including monthly totals; .15 . Job payroll ledger; AIA Document A20111" — 2007. Copyright @ 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIA, Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21) Init. .16 Planned resource loading schedules and summaries; .17 General ledger; .18 Cash disbursements journal;, .19 Financial statements for all years reflecting the operations on the Work. In addition, the Owner may require, if it deems it appropriate, additional financial statements for 3 years preceding execution of the Work; .20 Depreciation records on all company equipment whether these records are maintained by the company involved, its accountant, or others; .21 If a source other than depreciation records is used to develop costs for Contractor's internal purposes in establishing the actual cost of owning and operating equipment, all such other source documents; .22 All non -privileged documents which relate to each and every Claim together with all documents which support the amount of any adjustment in Contract Sum or Contract Time sought by each Claim; (Paragraph Deleted) .23 Work sheets or software used to prepare the Claim establishing the cost components for items of the Claim including but not limited to labor, benefits and insurance, materials, equipment, Subcontractors, all documents - which establish the time periods, individuals involved, the hours for the individuals, and the rates for the individuals; and .24 Work sheets, software, and all other documents used by Contractor to prepare its bid. § 15.4.3 The audit may be performed by employees of Owner or a representative of Owner. Contractor and its Subcontractors shall provide adequate facilities acceptable to Owner for the audit during normal business hours. Contractor and all Subcontractors shall make a good faith effort to cooperate with Owner's auditors. § 15.5 CONTINUING CONTRACT PERFORMANCE Pending final resolution of a Claim, except as otherwise agreed in writing, the Contractor shall proceed diligently with performance of the Contract and the Owner shall continue to make payments in accordance with the Contract Documents. § 15.6 CLAIMS FOR CONSEQUENTIAL DAMAGES The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract. This mutual waiver includes: .1 damages incurred by the Owner for rental expenses, for losses of use, income, profit, financing, business and reputation, and for loss of management or employee productivity or of the services of such persons; and .2 damages incurred by the Contractor for principal office expenses including the compensation of personnel stationed there, for losses of financing, business and reputation, and for loss of profit except anticipated profit arising directly from the Work. This mutual waiver is applicable, without limitation, to all consequential damages due to either parry's termination in accordance with Article 14. Nothing contained in this Section 15.6 shall be deemed to preclude an award of liquidated damages, when applicable,in accordance with the requirements of the Contract Documents. AIA Document A201 TM - 2007. Copyright ©1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1970, 1976, 1987, 1997 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AIM, Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:17:04 on 03/19/2018 under Order No. 3600792784 which expires on 08/30/2018, and is not for resale. User Notes: (3B9ADA21)