Loading...
HomeMy WebLinkAboutReg 2021-08-16 Item 5D - Change Order #3 - East Marginal Way South Stormwater Outfalls with Marshbank Construction for $211,011.80 (Contract #20-118)COUNCIL AGENDA SYNOPSIS Initials Meeting Date Prepared by Mayor's review Council review 08/16/21 JR ITEM INFORMATION ITEMNO. 5.D. 15 STAFF SPONSOR: RYAN LARSON ORIGINAL AGENDA DATE: 08/16/21 AGENDA ITEM TITLE East Contract Marginal Way S Stormwater Outfalls Project No. 20-118, Change Order No. 3 CATEGORY ❑ Discussion Mtg Date Motion Date 08/16/21 ❑ Resolution Mtg Date ❑ Ordinance Mtg Date ❑ Bid Award Mtg Date ❑ Public Hearing Mtg Date ❑ Other Mtg Date 11 Mtg SPONSOR ❑Council Mayor HR DCD Finance ❑Fire TS P&R ❑Police PW' ❑Court SPONSOR'S Due to unknown utility conflicts, this project was placed on hold twice while solutions to SUMMARY the conflicts were being detemined and redesigns were being created by KPG. As a result, this project incurred various additional costs totaling $211,011.80. On April 5, 2021 Marshbank Construction resumed work. Council is being asked to approve Marshbank's Change Order No. 3 to Contract No. 20-118 for $211,011.80, for a total contract amount of $1,401,492.95. REVIEWED BY Trans&Infrastructure ❑ CommunitySvs/Safety ❑ Finance Comm. ❑ Planning/Economic Dev. ❑ Arts Comm. ❑ Parks Comm. ❑ Planning Comm. COMMITTEE CHAIR: VERNA SEAL ❑ LTAC DATE: 08/09/21 RECOMMENDATIONS: SPONSOR/ADMIN. COMMITTEE Public Works Department Unanimous Approval; Forward to Regular Consent Agenda COST IMPACT / FUND SOURCE EXPENDITURE REQUIRED AMOUNT BUDGETED APPROPRIATION REQUIRED $211,011.80 $1,616,000.00 $0.00 Fund Source: Comments: page 84, 2021 CIP MTG. DATE RECORD OF COUNCIL ACTION 08/16/21 MTG. DATE ATTACHMENTS 08/16/21 Informational Memorandum dated 08/06/21 2021 CIP, page 84 Marshbank Construction Change Order No. 3 Minutes from Transportation and Infrastructure Committee meeting of 08/09/21 15 16 TO: FROM: BY: CC: DATE: City of Tukwila Allan Ekberg, Mayor Public Works Department - Hari Ponnekanti, Director/Ci ty Engineer INFORMATIONAL MEMORANDUM Transportation and Infrastructure Services Committee Hari Ponnekanti, Public Works Director/ City Engineer Ryan Larson, Senior Program Manager Mayor Ekberg August 6, 2021 SUBJECT: East Marginal Way S Stormwater Outfalls Project Project No. 91041204 Contract No. 20-118, Change Order No. 3 ISSUE Approve a supplemental agreement for Change Order No. 3 for Contract No. 20-118 with Marshbank Construction, Inc. for added construction costs associated with two unknown utilities. BACKGROUND This project was awarded on October 19, 2020, and construction began on March 8, 2021. Initial work included calling for utility locates, and this process revealed a previously unknown fiber optic utility was located within the planned alignment of the new stormwater pipe. The project was immediately placed on hold until a resolution to this conflict could be resolved. KPG began a redesign to avoid this newly identified utility and delivered revised plans to the contractor on March 12, 2021. The redesign plans moved the Modular Wetland and 12" storm pipe to the west side of the center turn lane, outside of the area of conflict with the fiber optic line. The basic concept of the design was not altered, just shifted. Following the above referenced design change, the contractor sawcut the new location and began excavation, but then ran into an unmarked 4" steel conduit. Work was immediately stopped, and the contract was again suspended to deal with this new utility conflict. This required another redesign and an additional project delay. KPG again redesigned this section of the project to avoid the new utility conflict and delivered revised plans to the contractor on March 29, 2021. The new plan revisions are the third and final layout of the Modular Wetland unit and 12" storm pipe. This new design moved the Modular Wetland and 12" storm pipe to the west side of this newly identified utility. On April 5, 2021, the contractor was able to resume contract work after nearly a month of delay. DISCUSSION The contractor incurred various additional costs associated with this delay including, saw cutting, pavement removal, traffic control, potholing, pavement repair, overhead, and changes to delivered materials. The total negotiated delay and material costs, including tax, is $211,011.80. Budget and Bid Summary (All amounts include sales tax) Construction Contract $ 1,035,201.00 9,700.00 88,066.23 211,011.80 57,513.92 $ 1,401,492.95 Original Contract Amount Change Order No. 1 Change Order No. 2 Change Order No. 3 Overruns Total 2020-2021 Budget $ 1,616,000.00 17 A project contingency of $155,280.15 was established at project award. Change Order No. 1, Change Order No. 2, and overruns fell within the provided contingency. An additional $211,011.80 is required to finish construction for the East Marginal Way South Outfalls Project. The overall project budget is sufficient to fund the additional change order. The project received $1,106,250 in design and construction funding from the Department of Ecology Municipal Stormwater Capacity grant and $100,000 in construction funding from the King County Opportunity Fund. The remaining project will be funded through storm water utility revenue. RECOMMENDATION Council is being asked to approve a supplemental agreement for Change Order No. 3 to contract No. 20-118 with Marshbank Construction, Inc. in the amount of $211,011.80 and consider this item on the Consent Agenda at the August 16, 2021, Regular Meeting. ATTACHMENTS: 2021 CIP, page 84 Change Order No. 3 Phone; 2O6-433-12GO • Email: Mayor@TukwillaWA.gov + Website: TukwilaWA.gov 18 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2021 to 2026 PROJECT: East Marginal Wy S Stormwater Outfalls Project No. 91041204 DESCRIPTION: Establish legal drainage connections from East Marginal Way South to the Duwamish River. JUSTIFICATION: Drainage from E Marginal Wy S is discharged through outfalls owned and operated by the Boeing Co., Jorgensen Forge, and two King County Airport storm systems without easements. STATUS: Design completed and approved by the Department of Ecology. Construction is anticipated to begin in September 2020. MAINT. IMPACT: Clarifies maintenance responsibility and will ensure reliability of system. City adopted the Z Line in 2015. Construction includes pipe lining, installation of water quality and connecting COMMENT: the Jorgenson drainage area to Boeing's Z Line. DOE design and construction grant awarded in 2018 for $1.1m. FINANCIAL Through Estimated (in $000's) 2019 2020 2021 2022 2023 2024 2025 2026 BEYOND TOTAL EXPENSES Design 265 45 310 Monitoring 31 11 11 53 Const. Mgmt. 50 265 315 Construction 300 1,000 1,300 TOTAL EXPENSES 296 406 1,276 0 0 0 0 0 0 1,978 FUND SOURCES Awarded Grant RCO 164 100 842 1,106 KCFCD 50 50 Proposed Grant 0 Mitigation Expected 0 Utility Revenue 132 256 434 0 0 0 0 0 0 822 TOTAL SOURCES 296 406 1,276 0 0 0 0 0 0 1,978 Project Location N 2021 - 2026 Capital Improvement Program 84 19 20 KPG Change Order # 03 Change Order Checklist O Change Order • WSDOT LAG Change Order Checklist O Originating Documents (Verbal Approval, i.e. CCD, email, memo to file) El Independent Cost Estimate (ICE) LI Contractor's Proposal/Cost Estimate (RFP — Request for Proposal) O Time Impact Analysis (TIA) O Back Up Date Sent to Contractor: Date Signed / Acknowledged by Contractor: Date Approved by Agency: Date Fully Executed Copy Sent to Contractor: 21 22 CI CP ANGh 0 D1hR #3 24 Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 003 DATE: 5-27-21 BUDGET NO.: 412.98,594.382,65,00 PROJECT NO.: 91041204 CONTRACT NO.: 20-118 PROJECT NAME: East Marginal Way Outfall Stormwater Retrofit Project Dave Marshbank.., President TO: PO Box 97 Lake Stevens, WA 98258 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 & City agree that all Field Overhead and Home Office Overhead expenses have been included in this change order 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 f 1 Contractor MKK By -- # - Title Original Contract (without tax) $ 1,035,201.00 APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 97,766.23 Date This Change Order (without tax) $ 211,011.80 By REV. CONTRACT AMOUNT $ 1,343,979.03 Original Contract Time: Additional Contract Time for this Change Order: Updated Contract Time: ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) PW Project Finance File Mayor City Engineer cc:Finance Department (w/encumbrance) Project Management File 25 Change Order 3 Page 1 of 3 Project Number: 91041204 Project Owner: CITY OF TUKWILA Project Name: East Marginal Way Outfall Stormwater Retrofit Project Change Order Number: 003 Prime Contractor: Marshbank Construction, Inc. Subcontractor: N/A LJ Ordered by the Engineer under the terms of section 1-04.4 of the Standard Specification ❑ Change proposed by Contractor Surety Consent (if required Attorney in Fact Date Original Contract Amount Current Contract Amount Estimated Net Change this Order Estimated Contract Total After Change $1,035,201.00 $1,132,967.23 $211,011.80 $1,343,979.03 Original Contract Duration Current Contract Duration Additional Days This Order Proposed Contract Duration 60 Working Days 60 Working Days 0 Working Days 60 Working Days 26 ❑ Approved ® Approval Recommended F. Approval Recommended ■ Approved Wear 1 07/30/2021 Project Engineer - Matt North, KPG Contractor - Rob Gammell, Marshbank Construction, Inc. 0 7-/ 21 Date Date El Approval Recommended ❑ Approved E Other Approval When Required Project Owner - Ryan Larson, CITY OF TUKWILA Signature Date Date Representing 26 Change Order 3 Page 2 of 3 You are ordered to perform the following described work upon receipt of an approved copy of this change order: Background: This design change request was developed in relation to resolution of utility conflicts relating to (2) separate instances of finding during construction activities, unplanned and unlocated Zayo fiber lines in conflict with the contract plans. Serial letter #005 was received from the contractor indicating differing site conditions for the work planned and scheduled for installing the 4" Forcemain storm system that connects to the Modular Wetland System in the center of the East Marginal Way roadway that allows the City of Tukwila for channelizing city storm waters to existing storm conveyance thru the Boeing property, ultimately releasing to the Duwamish River. Initial construction activities began 3-8-21 with locates finding the first of the two Zayo Line conflicts. A redesign was needed by KPG design and issued in FWD #001 to alter the storm system from the center of the roadway east away from the conflicting, existing Zayo line, found with locate marks by the contractors call to the locate service 811. The contractor attempted to resume work on 3/16/21 upon the KPG issuing FWD #001 re -design based off pothole and located mark data. But upon trying to install the storm run from the existing CB #34 to the new MH #25 location, Marshbank found a unlocated, unmarked, unidentified utility line that was in direct conflict with setting MH#25. The work was again stopped on 3/17/21, and a re -design was once again needed for the contractor to proceed with any storm installations. Additional potholing was needed to determine the ability to fit the Modular Wetland System in the center of the East Marginal Way roadway. Marshbank potholed both newly found conflicting lines on 3/26/21. The pothole information allowed KPG Design to issue a revised version of the as FWD #001.1. The re -design allowed the contractor a confirmed area for the centerline storm installations between the existing MH#34 and the Modular Wetland Structure #100. RFI #014 was issued regarding the discovery of an assumed communication duct bank, Zayo Fiber line, running north and south resulted in the (2) different utility line conflicts. Therefore, Field Work Directive (FWD), 1 and FWD #001.1, were issued resulting in the storm and forcemain redesign. Marshbank was unable to proceed with FWD #001.1 work until 4/5/21. ReasonJiustification for Change: KPG the COT and Marshbank, determined that design changes were due to the multiple utility conflicts including the unlocated Zayo fiber line being in direct conflict with the storm and forcemain between the existing MH#34 and the Modular Wetland Structure #100. No contract days were counted on the WSWD's for time under suspension. No Added days are included to this change order. The received serial letters 5, and subsequent supporting serial letters 7, 7.1, & 8, Included within this Change Order as additional backup, represent the details to the costs. Additionally, the removal of material occurred in excess of the original bid quantities for bid items #7 "Removing Asphalt Concrete Pavement" at 534.73 SY & bid item #8 "Removal of Concrete Pavement" at 170.73 SY, as the design had change twice from the original plan set. These added removals are being added as adjustments to compensate the reworked areas that were tracked and paid under the existing bid items as over -runs to the existing items. With the design changes, the alignment changed to the storm, but sawcutting already occured. The sawcuts of the prior design alligments needed to be filled and repaired. The costs to do so are in the attached invoice from Puget Paving Quote dated 05-18-2021 in the amount of $11,840 . Marshbank installed the storm and forcemain and all related restoration work in accordance to the FWD #001 to #001.1 which edits plan pages 7 & 8. The sum to the contract changes add up to $211,011.80 for the storm changes, and added removal areas, previously tracked to Bid items #4 as Utility Conflicts, and Bid item #7 & #8. No contract days were counted on the WSWD's for time under suspension. No Added days are included to this change order. Description of Change: Contract Items Added/Deducted: Increase Bid Item 4 - Minor Change: Increase Bid Item 4 - Resolution of Utility Conflicts: Increase Bid Item 4 - Sawcut Seal of prior Alignments: Increase Bid Item 7 - Removing Asphalt Concrete Pavement: Increase Bid Item 8 - Removal of Concrete Pavement: Zero (0) additional working days are added to the contract time. Add 1 FA Add 1 FA Add 1 FA Add 534.73 SY Add 170.73 SY 27 Change Order 3 Page 3 of 3 Measurement: Measurement for New Item #CO3-01 will be per . Payment: Payment for all work associated with the tasks described above shall be made under new items at unit prices as detailed in the summary of quantities below, and will be full compensation for all costs associated with labor, equipment, incidental material, haul, tools, incidentals, subcontractor and service provider mark-up, overhead and profit required to furnish, install, and successfully complete all work for the above-described tasks SUMMARY OF QUANTITIES Existing Bid Item Adjustments Item No. Description Unit Qty. Unit Price Amount 4 Minor Change FA 1 $ 5,140.00 $ 5,140.00 4 Resolution of Utility Conflicts FA 1 $ 187,682.66 $ 187,682.66 4 Sawcut Seal of prior Alignments FA 1 $ 11,840.00 $ 11,840.00 7 Removing Asphalt Concrete Pavement SY 534.73 $ 9.00 $ 4,812.57 8 Removal of Concrete Pavement SY 170.73 $ 9.00 $ 1,536.57 Subtotal Existing Items: $211,011.80 Change Order Items Item No. Description Unit Qty. Unit Price Amount N/A Subtotal Change Order Items: $0.00 SUBTOTAL CHANGE ORDER AMOUNT: $211,011.80 WSST (%): $0.00 TOTAL CHANGE ORDER AMOUNT: $211,011.80 28 0 •. dGINATING DOCUMENTS 30 MARSHBANK CONST 2U CTION REQUEST FOR INFORMATION #014 TO: CITY OF TUKWILA DATE: MARCH 8, 2021 REFERENCE: Communication Line Facility Locate PROJECT: E. Marginal Way Outfall Stormwater Retrofit Project REQUESTED BY: Marshbank Construction QUESTION: Based on the 811 locates marks onsite, it appears that a communication duct bank is present between STA 2+00 to STA 16+00 running south to north. Washington Dig Law, RCW 19.122.020 (23), "Reasonable accuracy" means location within twenty-four inches of the outside dimensions of both sides of an underground facility. The onsite marks as measured appear to be 36", with respect to RCW 19.122.020 (23), The facility is determined to be up to 84" O.D for the in this area. Marshbank will be removing hardscapes per the lookahead and baseline schedule beginning Tuesday 3/9/2021. Please advise how Marshbank is to proceed. RESPONSE: "Per the discussion during the 3/9/21 progress meeting, KPG Design and inspection staff located five (5) additional pothole locations after the meeting. Direction to proceed with potholing has been provided to Marshbank for the added Zayo duct bank potholes. Please provide pothole data as it becomes available to facilitate design efforts. As indicated, KPG will track the additional potholes T&M, will continue to work with Marshbank to determine the full impact of the differing site conditions discovered by the 811 locates performed on 3/8/21, and come to a fair and equitable agreement. Sawcutting for the storm work will be on hold until further notice." 9 Vat Zeta 03/10/2021 31 MARSHBANK r -Ni 7- FR. LJ T 1 REQUEST FOR INFORMATION #017.1 TO: CITY OF TUKWILA DATE: MARCH 12, 2021 REFERENCE: Road Base Excavation for Permeable Pavement Area PROJECT: E. Marginal Way Outfall Stormwater Retrofit Project REQUESTED BY: Marshbank Construction QUESTION: The excavation for the approximately 5" of road base excavation required for the permeable pavement section (see below) is not included as an incidental for the permeable ballast per special provisions division 10 measurements and payments: `Measurement and payment for `Permeable Ballast" shall be per ton. Items to be included in the bid price, but shall not necessarily be limited to: all necessary materials, labor, and equipment, including staking constructing form work, finishing, removal of form work, and complete installation of cement conc. sidewalk as shown on the plans or directed by the City." uastir G PAVEMENT. DE'F1H VARIES PERILIEALE PAVEMENT SECT Wi Mil Aspr aJl Remcua Apc•mx maiely T IB d Item 7} 1" PERMEABLE HMA, PG 70-22 r PfFI1IEABLE ASPHALT TREATED BASE 12" PfRkEAHLE BA1.LA.S? NTS Cone're Le Rehm, I Appru-xirnalgly. 9" Paid ilnrn I Road Base Rernmal Anpraxirrateky 5' Marshbank is not in agreement with RFI response 017 that this road base excavation is captured in bid item 18 as there is no contract language to support this. Marshbank Construction recommends the creation of a road -excavation bid item; please advise. RESPONDED BY: DATE: Payment to be incorporated in Minor Change Bid Item #1 for the amount requested in email from Marshbank received 4-30-21. CY price is in line with industry standard. Processing will be 129cy paid at $42/cy = lump sum price of $5410.00. 9. Vat 7141.t4 05/04/2021 32 MARSHBANK C�ONST2UCTION REQUEST FOR INFORMATION #021 TO: CITY OF TUKWILA DATE: MARCH 17, 2021 REFERENCE: 4" Steel conduit in conflict with CB 25 PROJECT: E. Marginal Way Outfall Stormwater Retrofit Project REQUESTED BY: Marshbank Construction QUESTION: There is a 4" steel conduit 2.75' below top of asphalt in conflict with the revised instillation plans for CB25 (see attached photo) please provide direction for the instillation of CB 25. RESPONSE: See FWD# 001.1 for new storm pipe alignments. CB #25 has been eliminated. P 'Nate 710,tei 03/31/2021 RESPONDED BY: DATE: 33 Center o1 1tru,pttire 25 4" Steel conduit JI�R IULL yr vvHICR I</LVIY CB 1582 RIM 17.92' PK-FL11 N: 196423.67 E 1276843.24 ELEV: 17.25 CB 1561 RIM 18.00' CB 1559 CB 1558 RIM 17.98' RIM 1000' I.Ij"iiIId1111111I111 CB 1555 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS RIM 18.00' APPROXIMATE CB 1057 RIM 1'.-7' IE 13.4 SE, 12" CPP (UNCERTAIN) STCR FULtHOFS51ATE12/2019 RIM 18.08' CB 1552 RIM 18.12' 94 4 % „ 111 1 W I 11 LI I I I - 111 II111111111111111111lI1111 11111 1 111111 111111111 IIIIIIIIIIII III iIlllal' !IIIa111111111,� I�III�A111111111111(1111111111111111111111111CLpll1!11111111111�1111111111111111111111111111111111,11111111111111111�III - T T PEDESTRIAN TUNNEL CB 2232 RIM 18.10' 4 4 III,,,,,,,,,,,,,lllllll„,,,,,,,,,,,,,,IIIb,,,,,, I T� T —.. Ni 196645.35 • /E: 1276737.92 © 12r 00 I o _ --/-- ,__ _ _ j EAST MARGINAL WAY SOUTH CB 1833 CB 1831 RIM 18.09' CB 1830 RIM 18.10' RIM 1812' SMH #1829 RIM 18.68' CB 1827 RIM 18.14' CB 1832 CB 1828 RIM 1004' CB 1819 RIM 18.02' CB 1817 RIM 17.92' CB 1818 PEDESTRIAN TUNNEL RIM 17.95' RIM 18.08' PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. TYPE 2 CATCH BASINS SHALL HAVE 24" SOLID FRAME WITH COVER PER CITY OF TUKWILA STANDARD PLAN NO. DS -09 UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND POTHOLE THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN), PROVIDE AN OD X OD X 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 7. ELECTRICAL AND SYSTEM CONTROLS TO BE DESIGNED BY PUMP MANUFACTURER AND CONTROL SYSTEM SUPPUER. 8. FORCE MAIN SHALL BE CONSTRUCTED PER PIPE MANUFACTURERS RECOMMENDATIONS FOR FITTINGS/RESTRAINTS AND DEFLECTION ANGLES. 9. CONTRACTOR TO PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT—LADEN RUNOFF DUE TO CONSTRUCTION ACTIVITY FROM ENTERING THE EXISTING STORM DRAIN SYSTEM. 10. PRO1EC11ON OF 1HE ENNROMENT• NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. 30 25 20 15 10 5 0 301.78' (THIS SHEET) PERMEABLE PAVEMENT RESTORATION CHIP DOWN EXISTING CDF BACKFILL TO INSTALL FORCE MAIN AT MIN. 3' COVER 4” FORCE MAIN (PVC) 148.27' (THIS SHEET) STANDARD PAVEMENT RESTORATION APPROX. LOCATION CONTRACTOR PH N0. 5/6 ROOF OF UNDERPASS 5.8' BGS ,_CCD 8+00 TOP OF FM ± EXISTING GROUND —EXISTING TEL X—ING Q� 6 00 Lrs o�r 9+00 00 10+00 To 0 EXISTING SD X—ING 00 u 7 11+00 EL ±13.6 @ PIPE CROSSING EX UNDERGROUND PEDESTRIAN TUNNEL m c0 12+00 O OD ro 30 25 20 15 5 0 12+50 gs\Contract\14015STRM01_031721.dwg 3/262021 LLJ 6: APROJECTS\TUKWILA\14015—EMW 0 PIPE STATION PROFILE CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM DRAIN PIPE PER CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8 REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. z 2 PUBLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prof dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 MPG 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 7 16 file no 03/11 FD NO. 01 scale AS SHOWN no dale revisions date 06/20 s\Contract\ 140155TRM01031721.dwg 3/26/2021 6: APROJECTS\TUKWILA\14015—EMW Outfall \ DESIGN \Dr CJIw 1 1215 CB 2230 RIM 18.11' LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE LOCATION OF 4" STEEL CONDUIT IS APPROXIMATE SDMH 2527 RIM 18.59 IE 13.1 SE, 12" CONC IE 7.6 NW, 12" CONC IE 7.6 SW, 18" CONC IE 7.6 NE, 18" CON2 CB 2229 RIM 18.08' CB 2543CB 2542 RIM 18.07 RIM .9 S12"PPRIIE 18. S5 12" CPP 12" PP IE 13.7 NE, 12"CPPw'a my IIII „ n, 1111111111111111111111111P1111111111111111111111111111111WNW',� Illlllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllp 111',11111 1 11 I 111111 11;"11111111111,11111,,,111111,11,, ,,,,111111;111111111111111111111111111111111111111111111111„iiil;!IIIIIIIIIIIIIIf�IIIIIII111111ini1111111111;111111111111111111111111111111111111;1 _ 0 CB 252 RIM 18.01 IE 16.1 NE, 8" CONC SDMH 2520 RIM 18.17 IE 16.3 SW, 8" CONC IE 11.2 NE, 12' CONC CB 252: RIM 17.0 IE 14.9 N: 196747U4 -1276639.37 COORDINATE EXISTING 36" DIAM. CURED -IN-PLACE PIPE LINING OF EXISTING Z -UNE OUTFALL SYSTEM (450 LF) ON BOEING PROPERTY SEE SHEET NO. 11 -- T 12" SD -16+00 14+00 FO EAST MARGINAL WAY SOUT Fo FO - F0 T (TYP) c BARK 0 C8 2265 CB 2264 RIM 18.24' RIM 18.07' 8 CHLK W/BARBED WIRE N: 196769.31 CB 2266 E: 1276664.55 CB 2263 RIM 18.31' N: 196804.08 (E: 1276633.26vLi 3 "0 0 C8 2262 RIM 1824 IE 12.3 NW, 12" CPP 6 12.2 50 12" CPP 30 25 20 15 10 CB TYPE 2-48" STA 12+68.84, 9.93' LT 24 RIM 18.72 IE IN 15.16 (12"NE) IE OUT 15.16 (12"NW) CB 5811 RIM 19.07 IE 12.2 SE, 12" CPP IE 12.0 NW 12" CPP IE 13.3 SW, 12" CPP 300.16' THIS SHEET) STANDARD PAVEMENT RESTORATION PLAN SONS 5812 RIM 19.12 IE 12.3 E, 12" CONC IE 12.3 W, 12" CPP IE 11.8 5E, 12" CPP IE 7.3 5W, 18" CPP (TYPE UNCERTAIN) AC 8' CHLK W/BARBED WIRE P 0 10 20 40 SCALE IN FEET CB 5813 RIM 18.43 IE 12.5 NW, 12" CPP IE 12.5 E, 12" CPP 60 CB 5814 r 30 EXIST CB TYPE 2-48" 34 STA 15+32.93, 0.00' RIM 18.59 IE IN 7.50 (18"NW) IE IN 7.50 (18"NE) IE IN 7.50 (18"SE) IE IN 14.99 (12"NW) IE OUT 7.40 (18"SW) IE IN 11.70 (12"SE) EXISTING SD X-ING 234 LF 12" SD S=0.51% 15 LF 12" SD S=0.23% CB TYPE 2-48" N: 196763.99 E: 1276649.61 21 PIPE STA 12+68.86 RIM 18.91 IE IN 15.57 (4"SE) IE OUT 15.18 (12"SW) 12+50 13+00 EXISTING GROUND 14+00 PIPE STATION PROFILE 15+00 10 5 0 15+50 RIM 18.44 IE 12.9 NW, 12" CPP IE 12.9 SE,12" CPP CONNECT NEW PIPE TO EXISTING STRUCTURE CB 584-- RIM 815RIM 17.41 IE 13.2 SE, 12" 12" 30 25 H LINE STA 16+50 SHEET 9 12 LF 12" SD S=0.22% STRUCTURE 21 TO STRUCTURE 24 20 15 10 5 0 n 30 25 20 15 10 FOUND ZAYO 4" STEEL CONDUIT 8' BGS 5 0 GENERAL NOTES FOR GENERAL NOTES 1-9 SEE PREVIOUS SHEET. 10. PROTECTKIN OF THE ENVKtONAENT NO CONSTRUCTION RELATED ACIIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM DRAIN PIPE PER CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. O INSTALL WATER QUAUTY TREATMENT VAULT, SEE DETAIL SHEET 3. 0 INSTALL DROP CONNECTION INSIDE STRUCTURE WITH CHANNEL BOTTOM. SEE DETAIL SHEET 2 FOR DISCHARGE PIPING. 19 POTHOUNG REVEALED SIGNIFICANT AUGNMENT SHIFT IN ZAYO CONDUIT IN THIS AREA. SET MODULAR WETLAND AS NEAR AS PRACTICAL TO ZAYO DUCT BASED ON ACTUAL FIELD LOCATION. SIGNAL GENERAL NOTES 1. THE CONTRACTOR SHALL CONTACT CITY TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT REPRESENTATIVE TIM KIRKLAND AT (206) 730-8476 FOR ALL RELATED TRAFFIC SIGNAL COORDINATION. 2. CONSTRUCTION MANAGEMENT REPRESENTATIVE SHALL BE INFORMED OF ALL COORDINATION WHICH POTENTIALLY AFFECTS THE PROJECT TIMELINE OR COST. 3. THE CONTRACTOR SHALL NOTIFY TRAFFIC OPERATION AND MAINTENANCE DEPARTMENT REPRESENTATIVE AT LEAST 10 WORKING DAYS IN ADVANCE OF LOOP REMOVAL AND DISCONNECTION. ALL TWISTED PAIR LOOP WIRE SHALL BE DISCONNECTED AT THE JUNCTION BOX SPLICE POINT PRIOR TO SAWCUT FOR PAVEMENT REMOVAL. ALL LEAD-IN CABLES IN JUNCTION BOX SHALL BE LABELED PRIOR TO LOOP DISCONNECTION. 4. THE LOCATION OF ALL FEATURES SHOWN ON THESE PLANS IS APPROXIMATE AND IT IS THE CONTRACTOR'S RESPONSIBIUTY TO VERIFY ALL SIGNAL RELATED EQUIPMENT LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, CITY STANDARDS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. WHEN IN CONFLICT, ENGINEER SHALL DETERMINE APPLICABLE APPROVED STANDARDS. SIGNAL CONSTRUCTION NOTES QFURNISH AND INSTALL VIDEO DETECTION CAMERA ON MAST ARM. MOUNT PER MANUFACTURES SPECIFICATIONS (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE). FURNISH AND INSTALL VIDEO CABLING TO CONTROLLER (ROUTE OF CABLING SHALL BE DETERMINED IN THE FIELD). SEE SPECIAL PROVISIONS. QLOCATION OF EXISTING TRAFFIC CONTROLLER CABINET. EDGE 2 CARD AND LCD MONITOR 2 SHALL BE FURNISHED BY THE CONTRACTOR AND INSTALLED BY THE CITY. JOURNEY LEVEL WORK IN THE CABINET, INCLUDING FIELD WIRING TERMINATION IS ALLOWED IN THE PRESENCE OF THE TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS. 3QEXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED. EXISTING HOME RUN 2CS WIRING TO CONTROLLER SHALL REMAIN. LABEL LOOP WIRES AND DISCONNECT LOOP SPUCES IN THE JUNCTION BOX PRIOR TO ANY SAW CUTTING OR GRINDING. QVIRTUAL DETECTION ZONE SHOWN FOR REFERENCE ONLY. ALL FINAL ZONE LOCATIONS 4 SHALL BE DETERMINED IN THE FIELD BY THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. PUBLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng prof dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 MPG 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 0 ❑1 03/11 FD NO. 01 8 16 file no 12/20 RFI NO. 004 scale AS SHOWN no dale revisions date 06/20 CONTRACTOR'S P cos, IFS OPOSA IAT IH 38 MARSHBANK CONSTRUCTION . ? .. t„1[ ij ,4)5 (Its DBEMBE lir WO: 50.2 March 17, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 7.1 Mr. North, Marshbank Construction Inc. (Marshbank) is providing the following Change Order Proposal for your consideration. This proposal is associated with the revised design change (EMWO Design Issue) received via email from KPG on 3/11/2021. Design Change EMWO-Proposal Includes: • Removal and reinstallation of survey monument adjacent to Structure #19. o Crew dependent task after restoration activities, includes coring sub, purchase of monument related construction materials, crew, trucking, minimum dump fees. • T .. ..1..., tl...l,. u1 9 "°E'T A C� TTL' A D A C� PD A /'mT/' A T ” . .b.. scale i.t3 i1_CYaC per note }: a ..�. _ . _.. .. . .__ „... _... i... __... ._.. Thio ; ,..1 ♦ 'kzc la:. -1,.. .tor tr....izo for .. ...1 ..«.l ..C'C...:..«c_. for . ifvii..z stricture 1{1Oe fit ., .. _.l.v .J Vr.i,.,....V tttitziil. izlelYl.J_.. .. ,,..., ..,. .,» ... a,.. t.._.. s .::ria} Li..sti .,tl.LctaC i. YSi4 can ai....v... .1., ,.t.. «.7; ..t I 1 .1 »••• ,.t; ;t.. (Pothole T ..t: r,.t.. lobo .1. 4'.. fo ,..10 ..t.. L.. � ................».G."a. Y....StcltC� ,].li 11.. cs.,si. s r z ........G ..... .. . »..... »...... »». t _.... _... .. ... »...._ r ,.v. k.A=:::-..cd(2\ K.. 'tl.. .1 a.. .�:t i1J tlCSSzSt issues. • Alignment shift into other wise unaffected striping removals and replacement which is a lump sum item in the proposal based on the original proposal price. o Includes quantity increase price dictated by our striping subcontractor, preliminary layout by Marshbank which is excluded by the striping subcontractor. • Survey subcontractor responsible for paperwork onsite time collecting datum information, revisit after install monument. o All DNR related paperwork, data collecting, and setting fmal monument coordinates. • Delta of removal of hardscapes not quantified in original per unit bid item, truck time, labor, dump fees. o Includes labor, equipment, hauling, dump, and saw -cutting (perimeter) • Unaccounted compensable tracking efforts, coordination, multiple rescheduling, resequencing, review office time, and schedule extension as a result of this change. o (4) Added working days needed to facilitate these changes. Total above with Markup = $27,899.72. Bid Item #2 ESC (Lump Sum Item) - $1000 (Daily Lump Sum rate multiplied by 4) Bid Item #5 PTTC (Lump Sum Item) -$5000 (Daily Lump Sum rate multiplied by 4) Total Affected LS items - $6,000 It is understood that KPG/Tukwila are electing to use bid item #4 "resolution of utility conflicts" to track and reimburse under the language of 1-09.6 "Force Account" which will "reimburse the Contractor for all costs associated with the Work, including costs of labor, small tools, supplies, equipment, specialized services, materials, applicable taxes and overhead and to include a profit commensurate with those costs." (WSDOT SS 1-09.6) Marshbank will leave the management costs in this pricing related as we did not get an opportunity to price these affected days of overhead and information gathering for An EqL n1 pJcy 1_. 7 37T...9708 Fax 1 -25' 377-43769 . : - Lake ii =yens ,,;A 98258 39 MARSHBANK CONSTRUCTION piiEvA fgE ,MSC. �� ' ar'r) . . KPG in this activity and consider this "costs for unique force account Work that is different from typical Work and which could not have been anticipated at time of Bid." (WSDOT SS 1-09.6, 1-131) Revised amount for lump sum change is $27,899.72. If the lump sum items will be paid via the same change order the total will be $33,899.72. This price is assuming bid item #4 compensates utility potholing efforts portal to portal and affected staff including tracking efforts of breaking out of sequence for potholing the hardscapes. Below is a list of assumptions • Marshbank has approval to continually take the three middle lanes day and night as this work has pushed edges and cuts towards to outside of lane lines. If permissions are revoked for any reason, current traffic control pricing will no longer be valid. Repricing and any stoppage as a result of this could become costly. • As the hatches and lids have moved, any alignment or wheel path issues is accepted and City of Tukwila has ownership of the design. • Marshbank makes no warranty that the note "SET MODULAR WETLAND AS NEAR AS PRACTICAL" to field fit works with current design changes and any issue arising from structure #100 will be tracked daily including any work stoppages as well as City of Tukwila accepts risk of pipe alignment/angles with this note. • Encountered utility sand encroaching as a result of proximity of Zayo comm line will be tracked via force account and any loss production. • Encountered sand undermining adjacent roadway and additional "T -Cut" or restoration will be directed by KPG/Tukwila and tracked via force account. • Marshbank is not liable for any design that increased the max tolerance of allowed deflection for the approved piping. • Any supporting of the comm line will be tracked via force account. Marshbank requests a change order be written in the amount of $33,899.72. Marshbank requires an additional (4) working days to complete this change. This pricing does not include the loss production starting on Tuesday 3/9/21 with the delay work correspondence received by KPG. As KPG has requests a narrative for their redesign and how it relates to the added costs. It is our understanding that the striping costs may be the only question at this time for more information. Please review highlighted original bid set of plans showing affected striping in yellow followed by the revised plan illustrating the shift in alignment added quantities and thus time for installation, agreement, and authorization for restriping. Also attached is the updated quote received from Apply -A -Line and note their exclusions including survey/layout which was captured in our pricing above. Should you have any questions regarding this serial letter please contact me at (425) 209-8225 Regards, Rob Gammell Marshbank Construction Inc. 40 An Equal Op'ort_.ni:y Employe( Ph, (4251 377-9708 I Fax x425) 377-0709 PO Box 97, Lake ` te+#ens WA 98258 $33,899.72 1 PROJECT: EMWO DATE: ITEM: PCO # Marshbank Construction, Inc. 3304 Old Hartford Road Lake Stevens, WA 98258-0097 DESCRIPTION QUAN UNIT LAB HRS LABOR UNIT MATR'L. UNIT EQUIP. UNIT Services / Unit Price SUBISUPPLR. UNIT SERVICES SUB/SUPPLR. LABOR S.T. MATR'L S.T. EQUIP. S.T. TOTAL 3/15/2021 REPLACING MON INTERNAL 1.00 LS 8 $601.00 $385.00 $295.00 $500.00 $0.00 $500.00 $601.00 $385.00 $295.00 $1,781.00 POTHOLE MOD STRUCTURE LS $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ADDTNL STRIPING LAYOUT 1.00 LS 8 $493.00 $83.00 $0.00 $0.00 $493.00 $83.00 $0.00 $576.00 REPLACE CHANNELIZATION 1.00 LS $2,600.00 $0.00 $2,600.00 $0.00 $0.00 $0.00 $2,600.00 SURVEY DNR CHARGES 1.00 LS $2,500.00 $0.00 $2,500.00 $0.00 80.00 $0.00 $2,500.00 MOD STRUCTURE AREA HARDSCAPE 1.00 LS 40 $3,045.00 $2,180.00 $1,303.00 $1,200.00 $0.00 $1,200.00 $3,045.00 $2,180.00 $1,303.00 $7,728.00 ADDITIONAL OFFICE OVERHEAD 1.00 LS 100 $5,437.00 $2,150.00 $0.00 $0.00 $5,437.00 $0.00 $2,150.00 $7,587.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 80.00 $6,800.00 $9,576.00 $2,648.00 $3,748.00 $22,772.00 Notes: TOTAL DIRECT COST $22,772.00 LABOR MARKUP 31.00% $2,968.56 MAT. MARKUP 21.00% $556.08 EQUIP. MARKUP 21.00% $787.08 SUB. MARKUP 12.00% $816.00 SERVICES MARKUP 21.00% $0.00 SUB TOTAL $27,899.72 GRAND TOTAL $27,899.72 LS 4 $250.00 1000 LS 4 $1,250.00 5000 42 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Quantity Unit Page 1 03/17/2021 14:01 Cost for Item 450 Unit Perm Constr Equip Sub - Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 450 CLIENT# = 45 Description = PCO --DESIGN CHANGE 3-11-21 REVISED Unit = 20462 REPLACING MONUMENT AND MATERIALS -TAS Quan: PIADJ 2SA008 4SAW 8BA416B 8C0160 8TRFRMN LABPL OPF $1,781.69 Adjust to grade crew Monument@ 110% Sawing sub Backhoe -420 - 3017 Air Compressor 160 cfm Foremans Truck w/tools PipeLayer-Gr Checker (Gro Operator -(Foreman) 8.0000 MH/LS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 EA 1.00 EA 4.00 HR 4.00 HR 4.00 HR 4.00 MH 4.00 MH 8.00 MH 4.00 CH LS Takeoff Quan: 1.000 Engr Quan: 1.000 1.00 LS Hrs/Shft: 8.00 CaI: 508 WC: NONE Prod: 350.000 500.000 40.140 16.200 17.520 40.770 54.520 [ 381.16 ] **Unreviewed 4.0000 CH Lab Pcs: 2.00 Eqp Pcs: 3.00 385 385 249 352 601 385 500 500 161 161 65 65 70 70 249 352 295 500 1,782 ADDITIONAL LAYOUT FOR STRIPING PREP Quan: 1.00 DAY Hrs/Shft: 8.00 Cal: 508 WC: NONE EAEX02 3GY76 LABGEN LABPL $575.65 200 Exc, Grade Chkr Small Tools@110% 1.00 Laborer -(Group 3) 1.00 PipeLayer-Gr Checker (Gro 1.00 8.0000 MH/DAY 4.00 1.00 LS 4.00 MH 4.00 MH 8.00 MH CH IOWREPLACE CHANNELIZATION & TRAFFIC LOOP Quan: 4STP Striping sub 1.00 1.00 LS Prod: 75.000 39.810 40.770 [322.32] 0.5000 S 244 249 493 Lab Pcs: 83 83 **Unreviewed 2.00 Eqp Pcs: 0.00 83 244 249 576 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NOINIIBM **Unreviewed 2,600.000 2,600 2,600 SURVEY CHARGES DNR MONUMENT Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE 4SURVY Survey sub 1.00 1.00 LS 2,500.000 **Unreviewed 2,500 2,500 EnMOD STRUCTURE AREA HARDSCAPE REMOVA Quan: 80.00 CY Hrs/Shft: 8.00 Cal: 508 WC: NONE 940 SQFT ADDED PI2000 3HAUL 4SAW 8BA416B 8EX200 8TRFRMN 9ASPHALT 9CONCRETE LABPL OP2 OPF $7,727.68 Pipe Crew <12", <8' Deep Hauling Sub@110% Sawing sub Backhoe -420 - 3017 Excavator-EX228 - 1022 Foremans Truck w/tools Asphalt Dump Fees Concrete Dump Fees PipeLayer-Gr Checker (Gro Operator -(Group 1) Operator -(Foreman) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 0.5000 MH/CY **Unreviewed 8.00 CH Prod: 10.0000 UH Lab Pcs: 5.00 Eqp Pcs: 3.00 8.00 HR 175.000 1,540 1,540 60.00 LF 20.000 1,200 1,200 8.00 HR 40.140 321 321 8.00 HR 105.230 842 842 8.00 HR 17.520 140 140 40.00 CY 8.000 320 320 40.00 CY 8.000 320 320 16.00 MH 40.770 995 995 16.00 MH 51.020 1,344 1,344 8.00 MH 54.520 705 705 40.00 MH [ 23.81 ] 3,045 2,180 1,303 1,200 7,728 10001 ADDITIONAL MANAGEMENT -TRACKING CHAN Quan: 1.00 LS Hrs/Shft: SUP01 8GE040 80F 8TRPU 8TRSUPT SUG SUPENG SUPM $7,587.11 Superintendent Gen Set 40 KW 1.00 ****OFFICE TRAILERS** 1.00 Pickup 2.00 Truck-Supt.-PM-Est.(No 1.00 Superintendent -(General) 0.50 Project Engineer 1.00 Project Manager 1.00 80.0000 MH/LS > Item Totals: 32.00 32.00 HR 32.00 HR 64.00 HR 32.00 HR 16.00 MH 32.00 MH 32.00 MH 80.00 MH CH Prod: 14.000 5.000 15.330 17.520 66.520 37.000 50.500 [ 3864.32 ] 450 - PCO --DESIGN CHANGE 3-11-21 REVISED 8.00 CaI: 508 WC: NONE 4.0000 S Lab Pcs: 2.50 448 160 981 561 1,607 1,647 2,184 5,437 2,150 **Unreviewed Eqp Pcs: 5.00 448 160 981 561 1,607 1,647 2,184 7,587 43 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Page 2 03/17/2021 14:01 Cost for Item 450 Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 450 CLIENT# = 45 Description = PCO --DESIGN CHANGE 3-11-21 REVISED $22,772.13 22,772.130 136.0000 MH/LS 1 LS 136.00 MH Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 [ 6472.6 ] 9,576 385 2,263 3,748 6,800 22,772 9,576.31 385.00 2,262.50 3,748.32 6,800.00 22,772.13 $22,772.13 44 *** Report Totals *** 136.00 MH 9,576 385 2,263 3,748 6,800 22,772 Rob Gammell To: Matt North Cc: Kenton Wilde; Alexa Henry; Ed Wagner; Ernie Hinds; Jacob Williams; Jeff Heglund; Patrick; Ryan Larson; Chris Rammage; Ray Edralin; Daniel Clark; Nelson Davis; Kelly Clark Subject: RE: EMWO: Design Issue - Forward Pricing - Review Comments Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax From: Matt North <matt@kpg.com> Sent: Monday, March 15, 2021 6:18 PM To: Rob Gammell <rob@marshbankconst.com> Cc: Kenton Wilde <Kenton@marshbankconst.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com>; Ray Edralin <ray@kpg.com>; Daniel Clark <daniel@kpg.com>; Nelson Davis <Nelson@kpg.com>; Kelly Clark <kellyc@kpg.com> Subject: RE: EMWO: Design Issue - Forward Pricing - Review Comments Hello Rob, Thank you for your detailed design change forward pricing, as in response to the issued FWD #001. As discussed on the phone on Friday, KPG had request that Marshbank add a narrative to the pricing received. The narrative received will help to jointly explain to the City, how & what has changed to the existing bid items per the original contract, to aid in the explanation of Marshbank's forward pricing in the amount of $53,937, to the City. Noted in your forward pricing letter, the pricing also includes the concerns to the sand in the Zayo duct line to continue to be problematic, and will need to be also tracked as force account, above this pricing. As we have discussed, the need to somewhat "field fit" the setting of structure #100, the field fit will allow the project team to maintain adequate distance for the sand, allowing for it to stay stable. As discussed regarding the re -design, the sawcut limits and the paving removal areas have been maximized to allow for sufficient space to do so. It is understood that a couple more potholes to determine this offset distance, would likely benefit all parties involved, in hopes to allow for your efficient construction production rates. With this said, Marshbank does have authorization to pothole "the modular structure verification (multiple pothole trucks)", as requested in your email below. However this is to be tracked as force account under bid item #4, "resolution of utility conflicts". KPG elects to utilize the existing bid item #4 "resolution of utility conflicts" , no objections from Marshbank. This will be full 1 45 The timeline to acceptance in this received forward pricing, will be based on a KPG independent pricing analysis. I ask that Marshbank helps to clearly identifying added cost to the contract value that are not already included in the original bid prices, for which have been detailed out in Division 10 of the contract. Marshbank has done this by including your "Heavy Job" pricing pages as backup, showing expected crew & equipment time and any needed materials. Since the materials and products and method of installations have not changed significantly, due to the re -design primarily just shifting the alignment of the storm and forcemain to the east a few feet; We will need to understand clearly how this add is justifiable to the City, for ultimately getting it accepted by the City. Once we can explain completely any perceived added costs to the contract, we can move it forward to the notion of a lump sum fee to the force account bid items as described in the measurement and payment section of the FWD. A change order likely will not be issued, since the FWD #1 had stated the use of bid items #1 and/or bid item #4 to be the method of processing the added costs associated to the issued design changes. We are looking to proceed with the work in joint understanding of the measurement and payment to the items listed below. In initial response to the presented items included in your forward pricing of $53,937, the bulleted list included, with our KPG's comments and/or concerns in each lower bullet: ■ Replacement of monument #1403 o Forward pricing looks acceptable $2500 for Survey to Register Monument, and $1781 for Marshbank related crew work. ■ No further information required as our interpretation. ■ The use of vactor truck potholing at 2 days o City preference to paid on receipt of invoice per BI#4 as T&M once completed, 40hrs of vactor time and dump is within the estimate. ■ Marshbank has removed the forward price on Serial Letter 7.1 and noted assumptions to be captured in these costs. ■ Added striping (LS Bid item) o Please Provide updated quote on LS Material Installation by the subcontractor. The anticipated limits and estimated added quantities are a bit unclear? More information will be needed to evaluate this cost estimate for pre -approvals. ■ Narrative provided on 7.1 in addition to the pre and post design change highlighting affected striping and additional work quotation. ■ Added survey o City preference to paid on receipt of invoice per BI#4 as T&M once re -alignment invoice is completed. The monument noted above, not included. Re -alignment to be separately shown with both cut sheets and invoice for re -work provided for the storm forcemain system allignments. ■ Marshbank will provide this invoice and expect this to be paid promptly. Marshbank previously sent survey rates ahead of this work. ■ Removals at unit pricing — o Additional sawcut above and beyond the incidental original work to be City preference to paid on receipt of invoice per BI#4 as T&M once re -alignment invoice is completed ■ This includes any minimum mobilization, slurry collection, stand by time for added potholes. ■ 4 days of re -scheduling efforts o No working days to be charged, the overhead fee breakdown submitted per the "heavy job" pricing details at 32 hrs acceptable as a 1 LS fee to BI #4 in the amount of $7587 for the field office, PM, PE and Superintendent as overhead costs. ■ No further information required as our interpretation. 2 46 • The Lump Sum Bid item #2, TSEC o Original bid price of $15000 for 60 WD's is $250 a day. At 4 days this is acceptable to add under BI #1 as a lump sum cost for adding $1000. ■ No further information required as our interpretation. • The Lump Sum Bid item #5, Traffic Control o Original bid price of $75000 for 60 WD's is $1250 a day. At 4 days this is acceptable to add under BI #1 as a lump sum cost for adding $5000. ■ No further information required as our interpretation. The use of the existing measurement and payment as written in FWD#1 will remain the intended payment mechanisms. Please comment or respond to the bulleted list KPG notes, and we can work to moving forward the added costs as indicated above. I am sure the City will have questions or concerns, so a meeting to discuss may be needed to process the added costs in full. Please proceed with potholing for the modular structure verification as requested Call me with any questions or comments to KPG's response to Marshbanks' forward pricing. Thanks! Matt North Resident Engineer KPG SH: -T T _L • V'U • ACO:,;IA • Interdisciplinary Design 2 i v.: A W.L% 0: .:_: , 0 20 30 KPG 31 MIS VON From: Rob Gammell <rob@marshbankconst.com> Sent: Monday, March 15, 2021 11:46 AM To: Matt North <unatt()kpg.con)> Cc: Kenton Wilde <Kenton@marshbankconst.com>; Alexa Henry <alexa k-rnrr>; Ed Wagner <edw@kpg.co, >; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <iacobwgkpg.com>; Jeff Heglund <Jeff.Heelund@TukwilaWA.eov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Rvan.Larson@TukwilaWA.eov>; Chris Rammage <Chris.Rammage@marshbankconst.com>; Ray Edralin <rav@kpg.com>; Daniel Clark <daniel@kog.com>; Nelson Davis <Nelson@kpg.com>; Kelly Clark <kellvc@kpg.com> Subject: RE: EMWO: Design Issue Importance: High Matt, Good morning, 3 47 APPLY -A -LINE, LLC 175 Roy Rd SW Bldg C Pacific WA 98047 Tel: 253-299-1200 Fax: 253-299-I25 mailqltapplyaiine.com LIC. ;4 APPL`tLL$340_J PROPOSAL ATTENTION: ROB- MARSHBANK CONSTRUCTION PROJECT: EAST MARGINAL WAY OUTFALL STORMWATER BID DATE: 3/12/2021 DI$O,SSGD 3 IL% ITEM DESCRIPTION PLAN UNIT TOTAL QTY BID BID CHANGE ORDER PAVEMENT MARKINGS RAISED PAVEMENT MARKER TYPE 1 RAISED PAVEMENT MARKER TYPE 2 PLASTIC CROSSWALK BARS 1.00 LS 2309.00 $ 2.309.00 TOTAL $ 2,309.00 STIPULATIONS: 1. GENERAL CONTRACTOR TO PROVIDE TRAFFIC CONTROL 2. GENERAL CONTRACTOR TO PROVIDE PRELIMINARY MARKING FOR STRIPING LAYOUT 3. THIS PROPOSAL TO BE INCLUDED WITH CONTRACT DOCUMENTS 4. STANBY TIME $100.00 PER HOUR PER PERSON X 3 RtSIL 306' 5. WHEN PROJECTS ARE LESS THAN $ 10,000.00 APPLY -A -LINE REQUESTS A PURCHASE ORDER IN LIEU OF A FORMAL SUBCONTRACT. BOND NOT INCLUDED THANK YOU FOR THE OPPORTUNITY TO QUOTE THIS PROJECT WITH YOUR COMPANY, SINCERELY, MIKE "SUS" SuSNEIk — ESTIMATOR 48 PRICES INCLUDE MATERIAL, INSTALLATION & INSURANCE. PRICES GOOD IF CONTRACT IS RECEIVED WITHIN 30 DAYS OF AWARD. AFTER 30 DAYS PRICES MUST BE RENEGOTIATED. 30 25 20 15 10 5 1+00 66a�� cr 614444 00.11 _ / 509/190911,9194_09441 1 , 00E 941./90 9099 ruu a 11911ER12/2010 EAST MARGINAL WAY SOUTH 0 10 20 40 SCALE IN FEET EXIST CB TYPE 2-48"/Pi\ EMT C8 TYPE 2-48 STA 0+00.00, 0.00' V../ ' `--, 048 10:0.51, 0 •' RIO 18.52 RIO 18.58 ' TO IN 13.21 (18"17)- ".. ... . '10 IN 9.89 (18')W)--"- 10 1N 14.13 (8°02) IE OUT 13.98 (18"5) 10 our 1370 on) E OUT 8E0 R02) . EX PLUGGED-FOUT 8.40 (2 EXIST 18' V'� 0+00 1+00 LJBLIC WORKS L7EPT_ *ENGINEERING*STREETS*WATER*SEWER*BUILDING* CO 1094 Ilp "I•I!I1d'lll1d'llr I'll 60 2+00 See RAM 017 GENERAL NOTES % 1. STORM DRAINAGE LOCA1605 ARE TO MITER OF 114E, TLRE 2. PIPE INVERTS ARE SPECIFIED TO THE PRDK¢I48 /FF STRUCTURE // 3. TYPE 2 CATCH BASINS SHALL HA1E,74" iI5A FRAME MTH COOL PER 014 OF VU(MLA STAROARLIPLAN NO. 05-08 UNLESS OIHERNSE NOTED. 4. CONFIRM INVERTS OF 570616 DRAIN AT EX57NG STRUCTURES PRIOR TO LAYING PIPE. .451FT ENGINEER OF ANY DIFFERENCES. S THE LCCATOL OF EASING UNDERGROUND UTUIIES ARE APPR05kM5E TFIE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ANG POTfu%.E THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN 011URES IS LESS THAN 6' F (MN), PRINCE AN 00 X CO X 2.5' P011111111010 PLASTIC FOAM PAD BETWEEN UTXJIES, MERE CO IS THE OUTSIDE DIAMETER OF THE LARGER PIPE TO -PUMP 915854 OVERFLOW RISER. SEE DETAIL SHEET 2 Finn 002 SXNWTM Meer YIESIORALOR ST NAPE 514 2+97,1610504.55 -4277 RFR 4656 144 E 1271149 E WT 10.82 (12'0) MN 1681 3844474 O N 00.66 [16114) E N )0.73 (12'11 1 F IM 42.40 (12'N) E OIT 1517 (0'00) I - N 11.43 WW1 060 (6'5E'J BEE ECM, SHEET 2' 20 30 2+00 PIPE STATION PROFILE KPQ 3111 EWA. 944400 (*640 NA 98121 7811841644 250 JH,,00 Aro Tacoma,,WA9M02 (253)622940 wmv.Mp9.am CONFORMED DOCUMENTS 16 LF 12' SD 10363 3+00 LEXSiING SD X+.86. 10 TOP NG OROM , 1 6: .1461 0 3+50 15 7. ELECTRICAL AND SYSTEM CONTROLS TO BE DESIGNED BY PUMP MANUFACTURER AND CONTROL SYSTEM SUPPLER. B. FORCE MAN SHALL BE C015TRUCTED PER PIPE MANUFACTURERS RECOMMENDATIONS FOR RTTRIGS/RESTRANTS AND DI:FISCTION MMUS. 0. CONTRACTOR TO PRONE TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT -LADEN RUNOFF DUE TO CONSTRUCTION AC1M1Y FROM ENTERING THE EXISTING STORM DRAIN SYSTEM. 70.10 1CD14 18 MA1 60100404 68144 CF TRE E1NYMi6NICNT, 44108 3141111114 TO 9116 WAX OR NOM NATER5, CR 441061 PNANNIN100 BIK9PN5 70 10E AllOMIME. WCN 068461 5065 06 0000161 STJIBNi7S 6RY KIM Sat Pok86NLY 886000 A M9]1AR_K W STALE WATERS MU5T HAAS PRIOR APPROVAL Cr THE MASHNG101 STATE 0EPAR11041 OF ECO.OG1. CONSTRUCTION NOTES REM0VE OR ABANDON EASING STORM GRAIN PIPE PLACE EXSTNG ROADWAY MARKINGS CJTRENCH AND PAVEMENT RESTCRAMON FOR STORM DRAINPIPE PER CITY OF TUKMLA STANDARD DETAIL N0. DS -148. 4 INSTALL FLOW SPLITTER AND PUMP STATION N 72' DIAMETER STRUCTURES, SEE DETAIL SHEET 2. O SEE ELECTRICAL DETAILS FOR PUMP POWER 4010 CONTROLS. © KNOW. AND REPLACE NEW CURB AND GNT1ER. OINSTALL 4' FORCE MAN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATIO1. E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS no talc I revisions 01 MATCH UNE STA 3+50 SHEET 5 30 90 111 4I1IWl1 WI➢4 �IF�I PyNaIN!! I11IL I I'' iI ' { rait d!Il' f,VeREV$#6flt le Mt GENERAL NOTES 4+00 O+00 - zt A 00 1011 a 1190 DY ena 1e.o)' LAS_,TRGINAL WAY SOUTH 25 20 15 10 91.51' FINIS SHEET) STANDARD PAVEMENT RESTORATION o I 0 10 20 40 60 SCALE IN FEET 5 1051 0 a 3+50 5157 _PUBLIC WORKS DEPT_ *ENGINEERING*STREETS*WATER*SEWER*BUILDING* designed drawn checked oral cow Aral d1r field IA no PAVEMENT RESTDRA 0X61140 TELEPHONE 0-010 mvi mv3 6+00 PIPE STATION PROFILE by date WRE 05/20 WRE, 05/20 NM 06/20 WRE 06/20 KPG 113114409 a 2502126000Are 908100 Tamn400911402 0e411e, W9 90121 0511621-0120 0061200/1610 *0110010n CONFORMED DOCUMENTS Ffs 7+00 8+00 0100/1STORINVERTS LOCATIONS ARE TO MIMEO MEW a 2. SIPS INURE. ARE SPECIFIED TO THE MIMEO MEW i0F STRUCTURE. 3. TYPE 2 CATCH BASINS SHALL NA5043 MARE WTI MEA' PER CITY OF TUKMEA SlJ80U ffi"AEAM N0. 05-00 1)61119 OTHERWISE NOTED. .� 4. CONFIRM INTfRTS O.r(*910 DRAM AT 0001010 STRUCTURES PRIOR — TO LATING TRY ENGINEER OF ANY DIFFERENCES. 5. THE L CF EASING UN002GR0111ID 010J1105 ARE >E THE CONTRACTORLOCATION. 1. BE RESPONSIBLE TO LOCATE UNCLE THEEXACTLOCATION. WHEN THE VERTICIL CLEARANCE 8E11WEN 01IU1100 IS LESS THAN 6' PROVIDE AN OD X CO X 2.5' POLYE110700 E PLA511C FOAM PAD BETWEEN UTUTIES, MERE OD IS 111E OUTSIDE DIAMETER OF THE LARGER PIPE. 7 ELECTRICAL AND 515104 CONTROLS TO BE DESIGNED BY PUMP MANUFACTURER AND CONTROL 51010/8 SUPPLER. 8. FORCE MAN SHAT BE CONSTRUCTED PER PIPE MANUFACTURERS RECOMMENDATIONS FAR ATTNGS/RESTRAMIS AND DEFLECTION ANGLES. 9. CONTRACTOR TO PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT—LADEN RUNOFF DUE TO CONSTRUCTION AC711113 FROM EN1FRMG 111E 005100 STORM DRAM SYSTEM. 10. INCL gg LMFM6 01092119C1101/ ELM 511101 06810P11E 1�A118 OF 1R 911=1119194LP1009 101.[3191 IO OMR LT! [Moe ram on 116004 moat= DAZING TO ITE AM00109E NON EX,E01TA1C OI ET.WAN SIAIOACa. 8611 WM= 11110 PD7816N10 AI➢f1f A 1MIX 10 STA1F 881ER5 MIST WIPE POtlA APf4DMA1. 0/f RE 111.8PncN'N 91141£ DEPARILENT IIF ECOLOGY. CONSTRUCTION NOTES REPLACE EXISTING ROADWAY MAKINGS. 7 INSTILL 4' FARCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8 REMOVE EXISTING PAVEMENT SECTOR AND INSTAL PERMEABLE PAVEMENT SECTOR, SEE DETAIL SHEET 3. E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS I I I f ■•• Kik no Idate I 00010lons 104.0.11. 0. ,4,11101 111 MEP MI 170N w 1.1./1.11 ,00101. ur � ?i w* ll I e 111,1 .VIII is 801" uP 1100011.1 Aru r041M41•1r el0100 w Mae 4 1201 3 x.Y PEOCSImnN 11.10011 CAW ]'232 OMNI 11r 11111111h! 11 CO GENERAL NOTES N:! 1M61145.15_ 6 ')=737 .92 1S+OV__- 1. STORM DRANACE LOCATIONS ARE TO CENTER OF THE STRUCTURE 2. PIPE Ml6fRTS ME SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. T1PE 2 CATCH BASINS SHALL HAVE 24 5010 FRAME 1MTH PER CITY OF TUKMU STANDARD PIAN 200. DS -09 ST 0111ERMSE NOTED. 4. CONFIRM INVERTS DF STORM DRAM AT TO LAYING PIPE NOTIFY ENGINEER OF 5. THE LOCATIONS OF 0(0)01910' • 61MITES ARE APPR0111MATE. THE 03111114 BE RESPONSIBLE TO LOCATE AND POTHOLE TIE WC) 6. MEN THE BETMEEN !MUTES IS LESS THAN 6° X 00 X 2511 POLYETHYLENE PLASTIC FOAM RE CO S TINE 00150E DIAMETER OF THE _3----__________ � _______----- 4 i0 747939 6 CR PM 1795' DESenke 011.1 M 1819'<' 25 20 15 10 5 313.40' (TNS SHEET) PERMEABLE PAVEMENT RESTOR0 PLAN SYSTEM CONTROLS TO BE DESIGNED BY PUMP AND CONTROL SYSTEM SUPPLER. FORCE MAN SHALL BE CONSTRUCTED PER PIPE MANUFACTURERS RECO6/ENDATXMIS FOR FlTTNGS/RESTRANTS AND (ERECTION ANGLES 9. CONTRACTOR TO PROVIDE 1E100RMY 0009061 AND SEDMAENT CONTROL TO PREVENT SEDIMENT—LADEN RUNOFF DUE TO CONSTRUCTION ACTIVITY FROM ENTERING TIE 0001910 STORM DRAM SYSTEM. 1Q Elaf111 0Pw LOBIMUCD)SMUCTIOOAUD ROOMY SHALL VTAIRDR HE LONADA1d OF 11( FINp7NfNT. 911010 maim. 1D WO CRAM 08 MAC WATTS. 0R AADM PMIMLATE ER1590N5 TO THE ATMOSPIERE, MARCH EXCEED STATE OR FEDERAL STANDARDS ANY ACTORS THAT POIENTWLY ALLAN A DISCHARGE TO STATE WATERS MUST HAVE NKR APPROVAL OF THE MA9.1OT0N STATE DEPMIIENT OF ECOLOGY. 0 10 20 SCALE IN FEET TOP OF PIPE LAN (PVC) 107 CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVE14ET 6651DRA10 4 FCR SOW DRAIN PIPE PER CITY OF AMU SWUM TETAE. 1M1 65-11& OT LL 4° NSTAFORCE MAN (PVC 900, SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. ril REMO1 EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE LJ PAVEMENT SECTION, SEE DETAIL SHEET 3. 00 NSW_ DROP CONNECTION INSIDE STRUCTURE MTH CHARNEL BOTTOM. SEE IIETNL SHEET 2 FOR DISCHARGE P19NG. EL &13.0 • EXI01190 SD )(ANC EX LNGETGROL C PEDESTRIAN GUNNEL 10+00 11+00 PIPE STATION PROFILE 12+00 12+50 _PUTS LIC WORKS D.EPT_ .ENGIN EERING *ST REETS TWAT ER*SEWER*BGILDING* 01 designed drawn checked owl en0 er01 dir field bk no by dale WRE,05/20 WRE,05/20 NJD 06120 WRE 06/20 KPQ 3131EewllAve 2521,1000)Ave 900400 /00.011091002 911k,10090121 (251)621.120 (20112061640 xxwleg lam CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 16 e0 N 2231 Sa2,1 2527 RIM 111 SE. 12' CNC r.C, IC IE 2.6 NE. 511. 16' CB 2129 Pim 1802' CO 2542 RIM 19. IC 041301.'1 IF CPB I p° 11116 10.'11 lllf!!II Ilia llllfl11111i6i (III III J'1,11,111.;, IIIIIP' ill 111 If 111 li llll?llll)lllll II FIP{1211•IIIA omllllllll 11111 IIIIi 10 11.1 11 8' (0,0 %so rt sN, a' 4. -COORDINATE E)OSTNG 36' OIAM. -AAEO-Ra-PLACE PPE UNING OF 11)11NG 2 -UNE OUTFALL 1917EM (60 LF) ON BOENG PROPERTY 91 SHEET 810. 11 I II4 II IYTII.I)1', EAST MAR6JNAL WAY SOUTH -.16+00 GENERAL NOTES FOR GENERAL ICES 1-9 SEE PRE4+61,15 9EEi. YA 11 1 INWIrWna MO ONSNUCHCN NEA1128 801PAIY 2610 0W11M0IE 101E IIETM1111TN OF WE IMVNNIWWt Alm WORN 10 WO SURFACE OR GROAN WW1F&CJ) AUS' PAIWOIA) MOMS 00 It 41110MMAE, WOO, 15015 DAN IN MAIN STFINWI06. ANY ACTON TRAY MORALLY ALM A COMM( W SIM WON KIST NINE INCA APPR1AIE OF 1!E 11%911110 0101E DENMI ENT 60 MOW CONSTRUCTION NOTES Q REPLACE 1001080 ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR SWWI DRAM PIPE PER CITY OF TUKWILA STANDARD DETAIL N0. p0‘149. ® INSTALL WATER OIA0TY UREA .1 VAULT, SEE DETAIL SHEET 3. SIGNAL GENE % 2 NOTES rn FC BARK 30 25 20 15 10 5 0 1@@2 RM 1B o 64 f 0 CNLN 8/006200 110E PLAN n 10Rill 423 C, - 2262, CB MN E 12.2 20 12 cpR241120SE. 10. CPP 3 5w,1 w' 1z CT 0 10 20 40 60 SCALE IN FEET 12+50 I' 1 1Y SEE METAL 9EET 3 ,74-1. 0216831.54 24 PIPE STA 12+84.29 RIO 18.94 E IN 12.83 (12'5O IE/ 1LI2.21L72 LAD 30010' (THIS SHEET) STANDARD PAVEMENT RESTORATION - 2.3 2 0010 8/0601/0 095912 rE14'4 12' 01313 LF 12' SD 5' 0.50..... 14 LF 12' 50 S=0.56% 13+00 226 LF 12' 5D S=0.500' 14+00 Pt 109916.0 PIPE STA 15+10.74 RM 18.81 IE IN II 70 IE OUT 1 (12.0) SD X-1110 PIPE STATION PROFILE PUBLIC WORKS DEPT_ *ENGINEERING *STREETS *WATER*SEWER *BUILDING * -' "- 00101810 POWER"X= NG' 22 LF 12 S0. S=0.50% 15+00 designed drawn checked mei 080 Mei dir Field bk no by 1a1c WRE 05/20 WR 05/20 NM 06/20 WRE 06/20 T CJI TYPE 1-4 5TA 15+3281 000 014 18.59 11 IN 7.50 (18"NW) 18 16 7.50 (1861) JE IN 7.50 (/8"S1) IE IN 14,99 (12°NW) 007_7_40 (18"5W) IN 11.59 (12"9)6 15+50 KPG 3131011611400 506402 Sr*Oe,WA98121 (206)2861640 2502krrtrsm Ave Tamma,WA98,102 75316240722 10 5 0 12' CPP CONNECT NEW PIPE TO EMS9NG STRICTURE CONFORMED DOCUMENTS 12• 1. THE*...1 ' SHAH CONTACT COY TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT .119E TN KIRKLAND AT (206) 730-8476 FOR ALL RELATED TRAFFIC SOMAL TCN. 5016108351pN MANACEPADD REPl62)0ATNE SHALL BE INFORMED CF ALL COORDINA1I011 WHICH POTE7I1ALLY AF EC1S TE PROJER 1 191j.1NE OR COST. 3. THE CONTRACTOR SHALL NO1AY TRAFFIC OPERATION AND MAINTENANCE DEPARTMENT REPRESENTATIVE AT LEAST 10 RORKNG DAYS IN ADVANCE OF LOOP REMOVAL AND DISCONNECMN. Al 'HOSTED PAIR LOOP WIRE SHALL BE DISCONNECTED AT THE JUNCITCN BOX SPLICE PC011 PRIOR TO SAWCIIT FOR PAVEMENT REMOVAL ALL LEAD-IN CABLES M JUNCTION BOX SHALL BE LABELED PRIOR TO LOOP DISCONNECTION. 4 THE LOCAIKN OF AL FEATURES 910W8 CN THESE PLANS IS APPROXIMATE AND IT 11 THE CONTRACTOR'S RESPONSIBILITY 10 VERIFY ALL SENA. RELATED EQUIPMENT LOCATIONS N THE FIELD PRIOR TO CONSTRUCTION. 5. ALL *WTI 91010 BC 1701E N *01000MA WT14 1K 1161501/APIA 11016818) FUNS, OTT STANDARDS, STANDARD SPECA-ICA11g15, LATEST MENDNE011 TO SPECIAL PROTONS AND THESE PLANS. WHEN N CONFLC1, 0 8EER 940L 811EIBOE APPLIC811E 8000910 STMCWI05 SIGNAL CONSTRUCTION NOTES A FURNISH AND INSTAL VIDEO DETECTION CAMERA ON MAST ARM. MOUNT PER • MANUFACTURES SPECIFICATIONS (EXACT LOCATION TO BE DEIERMNED N THE FIELD BY THE CITY TRAFFIC MAINTENANCE DEPARPANT REPRE3N1ATFk} FURNISH ANTI *STAN. VIDEO CABLING TO CONTROLLER (ROUTE OF CABINS 9RALL BE DEIEWALFD N THE MELD). SEE SPECIAL PROVISIONS A LOCATION OF EXISTING TRAFFIC CONTROLLER CANNET. EDGE 2 CMD AND LCD MONITOR • SHALL BE FURNISHED BY THE CONTRACTOR AND INSTALLED BY THE 0111. JOURNEY LEVEL WORK IN THE CABINET, INCWOING FIELD WIRING TERMINATIONS ALLOWED N THE PRESENCE OF THE TRAFFIC MANIENANCE DEPARTMENT REPRESENTATIVE SEE SPECIAL PROVISIONS. A 56511010 VEI100E 81DUCTION LOOPS SHALL BE ABANDONED. EASING HOME RUN 2CS • WIRMO TO 00NTROLIER SHALL ROAN. LIBEL LOOP WIRES AND OS00NNECT LOOP SPLICES N THE MORN BOX PRIOR TO ANY SAW CUTTING OR GRMONG. A VIRTUAL DETECTION ZONE SHOWN FOR REFERENCE ONLY. ALL F81AL ZONE LOCATIONS • SHALL BE DEIERMMED IN THE 410.12 BY THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS ) RI 1 no date i Mt 10115 WW 0180 ewe Rem 0 uw Ouloll \ DESIGN \Dpv.ng Im Tn u c x x 5706 - PLUw %c /27P2 anrnlu fULI wn. 12/2019 1+00 30 25 20 15 10 5 EAST MARGINAL WAY SOUTH 1'111) 19'1 I 1 I'bf i'!'Id I r h%IINiiY(''f'I 1,1','d hi' 2+00 See RAM 017 IOCA1bA Ci INTO FIS OTIC MEAT I5 APlAp6W*TE PLAN 0 10 20 _40 60 SCALE IN FEET EWIST FCB TYPO 2-4111/;‘,, 03 T7PE 2 -FTE STA 04 DODO, 6.00' 1 W 564 1+70.15 000' 10 11 11 11027E (1E'I —---'-'-- 0 111989 (17F11121 -'- IE N 14 13 (6"W) IE 0011196 (19'5} 10 our 1170 110651 "GM -.'E Sul 040 (24041) E DUI 6.10 t9r n MST 10" SD 0 0+00 1+00 PUBLIC WORKS EF TT. *ENGINEERINGOSTREETS *WATER*SEWER*BUILDING*mci 01 W r nW tnm COu 1n0+ GENERAL NOTES 1. STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE 3. TYPE 2 CATCH BASKS SHALL HAVE 24' SOI1) FRAME 911* COVER PER CITY OF TUKWILA STANDARD PLAN No. DS -09 UNLESS OTHERWISE NOTED. 4. CONFIRM MUTTS OF STORM DRAIN AT 0)0511NG STRUCTURES PRIOR TO LANNG PIPE. N01NY ENGNEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EASING UNDERGROUND URUIES ARE APPROXIMATE. EE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND POTHOLE TME EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTUIIES IS LESS THAN 6' (MN). RONDE AN 00 X 00 X 2.5- POLYETHYLENE PLASTIC FOAM PAD BETWEEN DIRTIES, WHERE KIS THE OUTSIDE DIAMETER OF THE LARGER PIPE 7. ELECTRICAL AND 515158 CONTROLS TO BE DEIGNED BY PUMP MANUFACTURER AND CCNIROL SYSTEM SUPPLIER. 8. FORCE MAN SHAT BE CONSTRUCTED PER PIPE MANUFACTURERS RECOMMENDATIONS FOR FITTNGS/RESIRANTS AND DEFLECTION ANGLES. O. CONTRACTOR TO PR0VRIE 1E1LPCSARY 090610/ AND %MEAT CONTROL 10 PF04EH1 5F0WENT-LADEN RUNOFF OA 10 CONSTRUCTION ACTINTY FROM ENTERING THE COSTING STORM GRAN SYSTEM. 10. MI CGGRNCRa S AE1A9A ACRNIY L. CUFIIIm0Fi 05 INF 0E1114000 ✓Y TFC EMVRwIiF1. 64100 6.1E3Gk 10 EMU 914141E 004 FMDIR9 WENS, Cr 14306 PA81I]RA1E 1110141/9 10 1/E *17801(60. HDI 64X60 STATE CW FEDERAL UMW= ANT 011081; 06)07 P0T621TM9LY MIX A 01900d010 STATE WATERS MUST HNE PRIOR APPROVAL OF THE 8ASHAI LN STATE DEPARTMENT OF ECOLOGY. SFAMM PAIE11p1T RESTORER:Di 30 18-LE151 Mei ; 'E N: 145958.35 E 12 f }. . C TYPE 2 -72' -PUMP STATION IPIPE 5 66 209726 - ..... F0 19'351$9 02 1277152.09ANA f 0 —E WI ALBS (12'4) 704 N 11L�fF40 STA ]41174 5 90 1566 (IB -NM) E IN 10.73 {12)00 5 A. 124D (10" RI] E ON 1519 (1'08w) ! 0 N 1143B°IF1' ( I 5Re DETAIL MET 2I E 01106 I562 tl6'SE) CONSTRUCTION NOTES 0 04006304E dr ABllON (7051160 STIP1 DRAM PPE ) IEPLAIIE Easmp MAMA, MAR30GS s7.4,15%4µ1041L MIAOW) 0E1610 FTPDrama DRAN (111E PER CITY OF re, *651611 MW SUTRA AMD 'P110 STATEN N 72 0496 1R V SRIIIC1UIES SEE DETAIL 910! 2IF l'J' su E)£09700µ 001015 RV MAP P'0ER AND cacaos. 01EI4YE AND REPLACE FCW CORE AND DIKTER 605*01 1' FORCE YIN (PSC 900E iff KCAL SUM 3 FOE 111811I ATO PAMBO A PIPE STATION PR©fLLE 20orn eJ rto'cn� � r0' dir field bk n0 KPG 3131 HIM Ave 2502JM*mnAve Ste400 Tacoma. WA 9t3402 620303098121 (25115210220 (2061285.1610 33,3x7Nawn CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS I I I I fI I I 1 I LTJ I03/11119 No. In 1 no 'date I revisions file no Cale AS SHOWN dale 06/20 01 viii v: n'iw�wm6 0 s6 6126/6771 9 . 6Zr./1ME W Oen MOW 201S. LOCATION OF WM FIBER 9990 MOAT IS 6150101 AM 18 or or 6f1� rs 1 0 8 Ir low x aernn Crifty IIIfI'I;li1 Il r II(i'1111�f11111 m (will 11111 III 11111 tot 44(e— — EAST MARGINAL WAY SOUTH CS 0090 aa, MI MOP PM IBM' PM le MP CP 1037 PLAN 0 10 20 40 60 SCALE IN FEET S GENERAL NOTES 1. S10R1A MANAGE LOCATORS ARE TO CENTER OF THE STRUCTURE. 2. PIPE INVERTS ARE SPECI10) TO THE PROJECTED CENTER OF STRUCTURE. 3. TYPE 2 CATCH BASINS SHALL HAVE 24' SOLA FRAME WITH COVER PER CITY OF TUKWILA STANDARD PLAN N0. DS -09 UNLESS 02HERNS(. NOTED. 4. CONFIRM INVERTS CF STORM DRAM AT [001010 STRUCTURES PRIOR TO LAYING MK. NOTIFY ENGINEER OF ANY DIFFERENCES 5. THE LOCATIONS OF EASING UNDERGROUND 011311(5 ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND POTHOLE THE EXACT LOCATION. 6. MEN THE VERTICAL CLEARANCE BETWEEN 01101115 IS LESS THAM 6' (MIN), P60900 AN CO X CO X 2.5- POLYETHYLENE PLASTIC FOAM PA0 BETWEEN MINES, WERE CO IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 7 ELECTRICAL AND SYSTEM CONTROLS 10 BE DESIGNED BY PUMP MANUFACTURER AND CONTROL SYSTEM SUPPLER. 8. FORCE MAIN SHALL BE CONSTRICTED PER PIPE MANUFACTURERS RECOMMENDATIONS FCR HTIMGS/RESTRANTS AND DEFLECTION ANGLES. 9. CONTRACTOR TO PROVO( TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT—LADEN RINOFT WE TO CONSTRUCTION AUNTY FROM ENTERING THE EXISTMG STORM DRAM SYSTEM. 30 25 15 10 99.42' (TMS SHEET) 350.66' (TINS SHEET) STANDARD PAVEMENT RESTORATION PERMEABLE PAVEMENT RES1OLA1ION 4' FORCE MAN (PVC) LOP OF FM 3 5 ENS11NG GROUND mS h 0 ...._...___�_r 3+50 4+00 5+00 6+00 EXISTING TELEPHONE 0-961— 7+00 m2 30 25 20 10 5 ^S 8+00 0 PUBLIC WORKS DEPT_ * ENGINEERING*STREETS *WATER* SEWER *BUILDING * PIPE STATION PROFILE designed drawn checked Pr0l066 nroi dir field bk no by dale WRE 05/20 WRE 05/20 WO 06/20 WRE 00/20 MPG 1121E66/Ave 948400 5048.00598121 (281260160 20002 Areawa,0 l300n0 WA9M02 020/027072/ 055.N9.om CONFORMED DOCUMENTS 60 1014111ACTOI 1161.4119 A0NIRY It 1IN w M2 911R191IIAYA ALM WAIL& 10 MA MACE R 1110.1111 Mli!!A 6t A40W 41.4190.4.41E MOANS 36 ME AVICATFIX, 1 101 EIFEflI VAR a P02010A STA161WWI. ANY ALTOIL DLA1 N11EAR11Lr AIM A SNOW= I ID 11.41E '1x196 600/ 1µY£ AMU AMORAL OF 11[ IMA9/NICION STATE DEPARTMENT OF ECOLOGY. CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. (7 INSTALL 4' FENCE MAN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8 REMOVE EXISING PAVEMENT $0011011 AND INSTIL. PERMEABLE PAVEMENT 100000, SEE OETNL SHEET 3. E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS I I I I I I WIN/111M N6 x no 'date I revisions 6 6 LJ 3 1- 16 file n0 seal AS SHOWN dale 06/20 1,117.224 homn +1' CO IM LOCATION OF ZAYD FIBER OPTIC CONDUIT IS To 1% .9e APPROXIMATE ca RAI 17S9T� *Atom i aiu� i' pk . li a> IGN/SOIAM1 IF rW0411.1 12/7019 AAA 19 08" LIulit titzra imi) ( I I dIIR1114 JI1f1,1 1111;. GENERAL NOTES 1. STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE 2. PIPE NVERTS ARE SPECIFIED TO THE PROJECTED CENTER 90 STRUCTURE. 3. TYPE 2 CATCH BASINS SHALL HAVE 24' SOLID FRAME 6119 COVER P99 CITCITY E DA U STANDARD PLAN NO. 0S-09 UNLESS ._OTHv 4. CONFIRM NVERIS CF STORM DRAM AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY dfFiRENCES. L73THE LOCATIONS OF EXISTING UNDERGROUND UTIURES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE • 1 N 5 AND POTHOLE THE EXACT LOCATION. rL HU 00 30 EAST MARGINAL WAY SOUTH PLAN 0 10 20 40 60 SCALE IN FEET CR RIM In CO MN Dina N I 6. WHEN THE VERTICAL CLEARANCE BEIIEE11 UTILITIES IS LESS THAN 6' (MIN), PROVDE AN 00 X 00 X 25' PDLlE1HYLENE PLASTIC FOAM PM BETWEEN UIIUTES, *ERE CO IS THE OUISEO9 DIAMETER CF THE rn LARGER PIPE. • 7. ELECTRICAL AND SYSTEM CONTROLS TO BE DESIGNED BY PUMP MANUFACTURER AND CONTROL SYSTEM SUPPIR. • 8. FORCE MAIN SHALL BE CONSTRUCTED PER PIPE MANUFACTURERS RECGMENDATIONS FCR ATRNGS/RESTRNNTS AND DEFLECTOR ANGLES 9. CONTRACTOR TO PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT—UDEN RUNOFF WE TO CONSTRUCTION ACTIVTY FROM ENTERING THE EASING STORM DRAIN STb1LM. 10 FIRSWG1tM 20 It OM= NC 0ONS1R11CTOR MATED ACYWLry 45111 NOME 1O 1HE iEGEHATCN O ht EADRDIWFY1, ROM DAMON. 10 HID 9. 6C0 661 MVO *1991, OR ALM PARMIAAIE EMI5I66 W T/( AMOSPH IE, WTICA MED VOL 0M (LIIEIAL. STAADNm4 ANY A(T6?6 10AT POITYRN/LY MICR A =MAW 10 STATE WATERS MIST HAW POOR APPROVAL OF 1HE WASHROOM STATE DEPARTMENT OF ECO.OGY. J INS,/ LINN **AU 301.78' (111IS SHEET) PERMEABLE PAVEMENT RESTORATION OW DAWN EOMO;; ON PIIORI TD MULL FORCE YAM AT IML 3' COVER STANDARD PAVEMENT RESTORATION ' 111' TLR>lACTM 00 ND 5/I Kb OF UNDERPASS 6' 613 TOP OF FM ± EXI5INO GROUND E0SING TEL %TNG 4' FORCE URN (PVC) 9+00 10+00 PUBLIC WORKS ZD_E'PT- * ENGINEERING *STREETS *WATER *SEWER *BUILDING * —EXISRN0 SD X—NG m'60 11+00 designed drawn checked ow) Cng pro) dir Geld Nino PIPE STATION PROFILE by dale WRE, 05/26 WK. 05/20 IUD 06/20 WRE 06/20 KPQ 3131 OMAre 1010400 Stalk. 01,01021 (206)266.1610 2502100am Ave Tacoma, 0A90402 553)627-0720 60069.050 CONFORMED DOCUMENTS EL. 113.8 • PIPE CRESSM9 EXL 12+00 30 CONSTRUCTION NOTES j O REPLACE EXISTING ROADWAY MARXMLS. TRENCH AND PAVEMENT RE5509011ON FOR STORM DRAIN PIPE PER h 25 3 O CITY OF TUK'NU STANDARD DETAW N0. DS -14B. V e 6 INSTALL 4' FORCE WAN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 20.-. j ©DEMME DISTMG PANEIEIII IML'6OI A64 INSTALL PERMEABLE ) rameiT swim. SEE DETML S RCE1 3. E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 7 16 Gleno 636)0 OS SHOWN date 06/20 11, N e1 B 2265 21111102 26 2266 1230 25 0 15 10 0 co azw 6. Bar LOCATION OF 2830 FIBER OPTIC APPROXIMATE 26 2229 RM ,8.012 1111mvpimmini 5 01 1 dJ ir11111,':IllluL'61( 1'144 .1.'1'1101'114J Lu az Mx VOWED XV( M-1 f71 5'. 3278615.13 L:J , e11E.,r% to ` a Ihri!' d i 11111(! 1 it 11 EAST MARGINAL. WAY SOUTH 14 A(r) 00 66 201111 2227 14 Ifl.51 E ,E 7Ia6t Sf. 11' MNT 16 .. [ 16.2 2.6 NEtd' WC (TIP) A (T1P)A i-. 4.� 1376695,7, GO 2262 M1822 Ixxw. 1z° u 2 2.E A. t2'cPa • mmm 1 1111111111 COF80MM% DOSING 3, -DINT -144111 WN ..' CURED -M -PLACE PPE LAG OF USING Z -LINE OUTFALL SYSTEM "11.11'11,1°1'.0�911' (4550 SHE ow NOOENG PROPERTY :�. 11 E31 MNr, i8• [usla sY SA PLAN ( ,()�(.,,: .. SrAua•�5� 991,AY !1711 118 N, or One 64.119 0 10 20 40 60 SCALE IN FEET 300.16' (THIS SHEET) N cntN A/4690+0 AR 14.11..12_5 5=0.50% 0,14 12+50 M000LAR WETLAND SYSTEM 1X12'SF 9 PT3 ROA:018.86 (MATCH EX GRO8D) 15 M 15.11 (12` SE) 15 OUT 1267 (12• N'AO 2=4®' 1679315 E3 12 7.18 24 PIPE STA 13+05.10 RIM 18.87 E IN 12.83 (12`5E) 1E OUT 12.83 (2116b STANDARD PAVEMENT RESTORATION 30 IF 12' 50 S=0.36% '•.:l fE fiad6S Ee 1216*8537 PIPE STA 15+04.26 RIM 18.85 IE IN 11.70 (12SE) IE OUT 11.70 (12'W) (NOSING SD X-ING- 199 IF 12' 90 5=0.57% fE 19670'S'SZ 127665137 21 PIPE STA 12+68.84 _ _ RIM 1890 IE IN 15.57 (4'5E) IE OUT 15.18 (126W) 13+00 10 LF 12• SD SUR EMS191G GROUND- \ 14+00 PIPE STATION PROFILE PUBLIC WOI2s DEPT_ *ENGINEERING *STREETS *WATER* SEW ER*BUILDING* COSTNG INNER X -TNG designed drawn checked Droj 905 Proj dir field bk no 15+00 by date CURE 3520 W0E05/20 NJM 06/20 CURE 06/20 30 STA 15832.93. OfM' RIO 18.09 E. IN 7.50 (18'71w) .E 10 7.50 (1811E) E IN 7.50 (181E) E IN 14.99 (12'NW) E OUT 7 40 (18'SW) IE IN 11.59 (12"E) 11.1 fi .1192 111' 2129 12 12.9 52 122 c„ 15+50 KPG 31110140009 2502057036+ Su*400 Tttmn6g098402 S al1e.16+8121 125316220720 80612811610 w.ne99.+7 15 10 5 0 CONNECT NEW PPE TO (05166 STRUCTURE CONFORMED DOCUMENTS ,E 12.25E 12' 12' MATCH LINE STA 16+ GENERAL NOTES FOR GENERAL NOTES 1-9 SEE PREVIOUS SHEET. 10 81 If FMIOI.rr MD CONSTRUCTION RELATED ACDVIn 9W1 commit TO THE Of RE IDAMOWN6T, ALLOW MATERIAL 1D DOER WADE OR ORIPAM *81(65. OR AWN PARTICULATE EM690N5 TO THE 1TM]AERE, POCH 35593/ STATE OR 71(914L S0AIM1805. ANY ACTIONS THAT POJENIWIY ALLOW A DISCHARGE TO PA15 MATERS MUST HAVE PRIOR APPROVAL Q THE NASNMGTCM STATE DEPARTMENT OE ECOLOGY. CONSTRUCTION NOTES O REPLACE 510011110 ROADWAY MAR9NGS. (i) TRENCH AHD PAVEMENT RESTORATION FOR STORM DRAM PPE PER CRY OF 04(IILA STANDARD DETAIL N0. DS -148. O NSTALL 4• FORCE MAN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT REST0RAINN. O INSTALL WATER QUALITY TREATMENT VAULT, SEE DETAIL 94EET 3. 0 INSTALL DROP CONVECTION INSIDE STRUCTURE MTU CHANNEL BOTTOM. SEE DETAIL 94EET 2 FOR DISCHARGE PIPING, 19 501101_1NC REVEALED SSNPTCAJIT ALIGNMENT SHIFT 19 ZATO CONDUIT IN THIS AREA. SET MOOUTAR REILAND AS NEAR AS PRACTICAL TO ZATO DUCT 815(0 ON ACTUAL FIELD LOCATION. SIGNAL GENERAL NOTES 1. THE CONTRACTOR SHALL CONTACT CITY TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT REPRESENTATIVE TM N616189D AT (206) 730-8476 FOR ALL RELATED TRAFFIC SIGNAL COORDINATION. 2. C0NS1RUCIION MANAGEMENT REPRESENTATIVE SHALL BE INFORMED OF ALL COORDINATION MUCH POTENTIALLY AFFECTS DHE PROJECT 1MELINE OR COST. 3. THE CONTRACTOR SHALL NOTIFY TRAFFIC OPER/10N AND MAINTENANCE DEPARTMENT REPRESENTATIVE AT LEAST 10 WOOING DAYS M ADVANCE OF LOOP REMOVAL AND DISCONNECTION. ALL TOMO PAIR LOOP IRE 94611 BE DSCOIINECIED AT TUE JUNCTION BOX SPLICE PONT PRIOR TO SAMXIT FOR PAVEMENT REMOVAL ALL LEAD-IN CABLES M RACOON BOX SHALL BE LABELED PRIOR TO LOOP DISCONNECTION. 4. THE IOCA710N OF ALL FEATURES SHORN ON THESE PLANS 15 APPROXIMATE AND IT 5 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SIGNAL MATED EBUIPMENT LOCATIONS M THE FEW PRIOR 10 CONSTRUCTION. 5. ALL IOD( 91811 Bi 2229E M ACCIIR00ICE IN11 101E 8SO6T/APIC STARDMQI PLANS, CITY 51ANNIRDS, STANDARD 5PEPNIGV110145,, LATEST AMENDMENTS 10 SPE01 PRIRA9895 AFD THESE PIN& MHN 19 C01F11C1, EM;MEN 0RA1,1. DETENe( APPLICABLE APPROVED STA/CARDS SIGNAL CONSTRUCTION NOTES AFORN51 AND INSTALL V6DE0 DETECTION CAMERA ON MAST ARM. MOUNT PER MANUFACTURES SPEOF(CATIONS MULCT LOG41IO1 TO ti OETEHMM37 IN THE FEW BY THE CITY TRAFFIC MAINTENANCE OFAAIIEMI R¢RIZIOFTA1K). ERNI519 AND INSTALL VIDEO CABLING TO CONTROLLER (ROME OF CARING SHALL RE DETERMINED N THE 9EL2). SEE SPECIAL PROVISIONS. ALOCATION OF (8101NG TRAFFIC CONTROLLER GANNET. EDGE 2 CARD AND LCD M0MT0R SHALL BE FURNISHED BY THE CONTRACTOR AND INSTALLED 8Y 111E 011. JOURNEY LEVEL MORE( IN 111E CABINET, INCLUDING FIELD MIRING 1ERMNA5ON 5 ALLOWED N THE PRESENCE OF THE TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE SEE SPECIAL. PROVISIONS. AEXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED. E10SDNG HOME RUN 2CS MIRING TO CONTROLLER SHALL REMAIN. LABEL LOOP MRCS AND DISCONNECT LOOP SPLICES N 111E JUNCTION BOX PRIOR TO ANY SAW CUTTING OR GRINDING AVIRTUAL OEIECTNN ZONE SHOWN FOR REFERENCE ONLY. ALL FINAL ZONE LOCATIONS SHALL BE DETERMINED IN THE FELD BY THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 8 16 file no Scale AS SHOWN dale 06/20 Rob Gammell From: Matt North <matt@kpg.com> Sent: Thursday, March 11, 2021 10:36 AM To: Rob Gammell Cc: Kenton Wilde; Alexa Henry; Ed Wagner; Ernie Hinds; Jacob Williams; Jeff Heglund; Patrick; Ryan Larson; Chris Rammage; Ray Edralin; Daniel Clark; Nelson Davis; Kelly Clark Subject: RE: EMWO: Design Issue Attachments: FWD #001 - Tukwila EMWS Outfall Plan Pages 5,6,7,8 revised.pdf; 14015STRM01_ 03112021.dwg Follow Up Flag: Follow up Flag Status: Flagged Rob, Thank you for your email and added items list for considerations. As anticipated here are the following files for your review and distributions to your staff, structure suppliers, the surveyor (including the .dwg file), and your saw cutter. Please begin your review, and the scheduling of the surveyor and saw cutters for these design changes. An official Field Work Directive with measure and payment language will follow. However, this will include factors, as discussed & indicated in the email below, to be finalized at a later date. This is due to Marshbank's crew being able to proceed with scheduled work, the days and impacts that will need to be assessed and incorporated to the costs of the issuing of these design changes. Due to this, the Field Work Directive measure and payment language will indicate that costs will be finalized once the full impacts are fully recognized, shown to the City with appropriate backup, and as agreed upon with the City. Attachments: • FWD #001 - Tukwila EMWS Outfall - Plan Pages 5,6,7,8 revised.pdf • 14015STRM01_03112021.dwg Contact me with any questions or concerns to the plan design changes, and this direction to proceed with the scheduling of this work within FWD #001 plan pages. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 30 KP H ORESTF I 1 57 From: Rob Gammell <rob@marshbankconst.com> Sent: Thursday, March 11, 2021 10:10 AM To: Matt North <matt@kpg.com> Cc: Kenton Wilde <Kenton@marshbankconst.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com>; Ray Edralin <ray@kpg.com>; Daniel Clark <daniel@kpg.com>; Nelson Davis <Nelson@kpg.com>; Kelly Clark <kellyc@kpg.com> Subject: RE: EMWO: Design Issue Importance: High Matt, I don't mean to press but it was our understanding you would have revised plans for us by 9:00 am. We understand this is no small undertaking. As it currently stands, my surveyor (Northline) is confirming he can get back to the site Monday to re -stake any changes. This is assuming he has office time to review today and tomorrow and confirm any questions. See attached T&M rates sent by the surveyor. A few more considerations: - Need to review each structure adjusted with our structure supplier designers. - Make sure Strt #100 as built is feasible with any changes. - Understand the impact of the sand (backfill over zayo line) adjacent and through the storm regarding specialty shoring or productions. - Can you confirm or send detail for typical ductbank utility installation in City of Tukwila specific to backfill, clearances, restoration if undermined. - Sawcutting is scheduled for Tuesday 7-30 to 8:00 am. (Assuming all information is in hand and ready) - We have missed the original delivery dates of the large structure (100), 4" pipe package, and related items and need to confirm any changes and dates we will be onsite and ready to install. - Is there major changes to the east to consider a new traffic control plan before we sawcut? We are trying our best to schedule the unknown at the moment to get back to work. Anything helps. Thanks Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax 2 58 From: Matt North <matt@kpg.com> Sent: Wednesday, March 10, 2021 6:28 PM To: Rob Gammell <rob@marshbankconst.com> Cc: Kenton Wilde <Kenton@marshbankconst.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com>; Ray Edralin <ray@kpg.com>; Daniel Clark <daniel@kpg.com>; Nelson Davis <Nelson@kpg.com>; Kelly Clark <kellyc@kpg.com> Subject: RE: EMWO: Design Issue Rob, As discussed on the phone earlier with you and Kenton Wilde, KPG will have a design to you by tomorrow. The need for Marshbank to re -stake and survey is understood. As the rescheduling of sawcutting and this survey request is needed prior to Marshbank's crew being able to proceed with scheduled work, the days and impacts will need to be assessed and incorporated to the costs of the issued design changes. KPG will not charge for additional contract days used until the sawcutting is able to begin. At which point the work stoppage will be considered over. Also discussed on the call, the crew time assessments will need to be approved by the City as part of the review of the cost impacts to the issued design changes. Until the full scope and schedule impacts are assets, KPG will continue to track time as force account for work performed on site. Crew time not on site and not preforming work, will need to be discussed further and approved with the City prior to KPG being able to agree to at home costs. The discussions channels to potential standby time will need to, and will remain open. All indications to receiving plans for Marshbank to proceed with scheduling survey and sawcutting, allowing Marshbank to resume planned storm installations, are confirmed, and will be sent by tomorrow. Please plan accordingly, as time will be of the essence. Contact me with any further questions or concerns. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com KP 30 MARS STEVIE From: Rob Gammell <rob@marshbankconst.com> Sent: Wednesday, March 10, 2021 5:28 PM 3 59 To: Matt North <matt@kpg.com> Cc: Kenton Wilde <Kenton@marshbankconst.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com>; Ray Edralin <ray@kpg.com>; Daniel Clark <daniel@kpg.com>; Nelson Davis <Nelson@kpg.com>; Kelly Clark <kellyc@kpg.com> Subject: Re: EMWO: Design Issue Marshbank is completed with potholes today and will not be onsite tomorrow as discussed earlier on the phone. We will contact survey to let them know incoming design changes are expectes soon and get on their scheduling books for restaking and office time. Oldcastle will review and alignment or core changes, and we will shoot for Monday likely as a start unless we can line things up faster. To reiterate, We are currently in a work stoppage regarding how we bid this project and sequence to commence. My understanding is KPG is proficiently working on design changes to facilitate a design that is constructible. After our phone discussion earlier KPG asked the question if Marshbank could sawcut the permeable area. Unfortunately as there are no structures present in this area STA ^'11+00 TO 4+50. Laying pipe starting the middle of the trench is not feasible as well as we do not have the required trench box equipment to pivot to the 72" pump station structure, along with running the same risk of alignment changes could result in costly removals, and resetting. Either way Marshbank did not bid this project for sequencing work in this manner and any deviation not only changes the means and methods but greatly increases the costs. Additionally, Marshbank has no other projects to pivot the crew to at the moment. Marshbank is diligently working to find another project during this period but run the risk of losing our productive crew to another contractor in the interim. It is our position that Marshbank shouldn't be penalized for design issues out of our control. A reasonable approach to resolve this issue, assuming this will be a swift design change, would be to compensate the onsite crew per day until production and sequence work can begin while not working. This crew will be at home for the foreseeable future until we can find another project or begin work to be clear. The measurement can be in the form of a daily force account sheet for 8 hours per each individual. We consider this all part of this change since end of shift Monday. I will be providing supplemental information regarding costs. Thanks Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax Sent from my T -Mobile 4G LTE device Original message From: Rob Gammell Date: Wed, Mar 10, 2021 7:45 AM To: Matt North; 4 60 Cc: Kenton Wilde;Alexa Henry;Ed Wagner;Ernie Hinds;Jacob Williams;Jeff Heglund;Patrick;Ryan Larson;Chris Rammage;Ray Edralin;Daniel Clark;Nelson Davis;Kelly Clark; Subject:RE: EMWO: RFI 014 - Comm Line Locate Present - Response Matt, Thank you for the prompt response. Can you confirm if KPG is meeting Marshbank reps onsite today to layout the bioretention area today? We can then decide if the area marked for investigation are sufficient for KPG. We can brainstorm onsite other ideas as well. Let me know your thoughts. Thanks Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax From: Matt North <matt@kpg.com> Sent: Wednesday, March 10, 2021 7:40 AM To: Rob Gammell <rob@marshbankconst.com> Cc: Kenton Wilde <Kenton@marshbankconst.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com>; Ray Edralin <ray@kpg.com>; Daniel Clark <daniel@kpg.com>; Nelson Davis <Nelson@kpg.com>; Kelly Clark <kellyc@kpg.com> Subject: RE: EMWO: RFI 014 - Comm Line Locate Present - Response Hello Rob, Please find the response to RFI #14 for the "Comm Line Locate Present" information request. Attachments: Y RFI 014 - Comm Line Locate Present - Response.pdf I have change the subject line of this incoming email for tracking purposes to reference this RFI #14. Contact me with follow up questions, and or updates to the onsite pothole report progress. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 5 61 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 30 KP 3 EARSTF1I From: Rob Gammell <rob@marshbankconst.com> Sent: Monday, March 8, 2021 3:07 PM To: Matt North <matt@kpg.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <Iacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com> Cc: Kenton Wilde <Kenton@marshbankconst.com> Subject: RE: EMWO: Weekly Progress Meeting - Link to MS Teams meetings. Importance: High Please see attached RFI 014. This is time sensitive by tomorrow a.m. Photos attached for reference. Thank you Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax 6 62 act\14015STRM01.dwg 3/11/2021 8:13 AM \PROJECTS\TUKIMLA\14015—EMW Outfall\DESIGN\Dra x IE 14.0 W, 8 CP IE 13.7 9, 18" CPP IE 133 S, 18" CPP g B N: 195684.94 /--;\ E: 1277249.83 \'J 30 25 20 15 10 5 0 EXIST CB TYPE 2-48" STA 0+00.00, 0.00' RIM 18.52 IE IN 13.71 (18"N) IE IN 14.13 (8"W) IE OUT 13.70 (18"S) SDMH 5706 IE INACCESSIBLE, 9, 18 •• IE 9.9 N, 18" CPP E 9.5 W, 24" CONC - SIZE/TYPEVINCERTAIN ' IE '0: PIPE FLOGGED/ W/GONG . .. . . . . . . STCR FULL OF WATER 12/2019 2+00 • EAST MARGINAL WAY SOUTH PLAN .rmm rrir Lr Lr LrLr LrLrLLLrL nl rLrLl L,1u1LLLLLI 1.... a .... ............... LOCATION OF ZAYO FIBER OPTIC CONDUIT IS - APPROXIMATE PK -F1.3 N: 195999.02 E: 1277168.49 ELEV: 18.72 0 10 20 40 SCALE IN FEET 6 EXIST CB TYPE 2-48" STA 1+20.31, 0.00' RIM 18.58 IE IN 9.89 (18"NW) IE OUT 13.96 (18"S) EX PLUGGED IE OUT 8.40 (24"W) IE OUT 8.40 (24"E) EXIST 18" SD 0+00 1+00 60 GENERAL NOTES 1. STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. TYPE 2 CATCH BASINS SHALL HAVE 24" SOLID FRAME WITH COVER PER CITY OF TUKWILA STANDARD PLAN NO. DS -09 UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND POTHOLE THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN), PROVIDE AN OD X OD X 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 7. ELECTRICAL AND SYSTEM CONTROLS TO BE DESIGNED BY PUMP MANUFACTURER AND CONTROL SYSTEM SUPPUER. 8. FORCE MAIN SHALL BE CONSTRUCTED PER PIPE MANUFACTURERS RECOMMENDATIONS FOR FITTINGS/RESTRAINTS AND DEFLECTION ANGLES. 9. CONTRACTOR TO PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT -LADEN RUNOFF DUE TO CONSTRUCTION ACTIVITY FROM ENTERING THE EXISTING STORM DRAIN SYSTEM. 10. PROTECTION OF 1HE ENVIRONMENT: NO CONSTRUCTION RELATED AC11V1TY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. EXIST SDMH N: 195958.35 E: 1277133.29 PIPE STA 2+97.26 RIM 18.56 IE OUT 10.82 (12"E) IF IN 10.86 (18"NW) IF IN 12.40 (12"W) IE IN 13.43 (8"NE) IE OUT 10.82 (18"SE) N: 195953.69 E: 1277152.92 PIPE STA 3+13.74 RIM 18.80 IE IN 10.73 (12"W) IE OUT 15.17 (4"NW) SEE DETAIL, SHEET 2 2 CONSTRUCTION NOTES 0 REMOVE OR ABANDON EXISTING STORM DRAIN PIPE. O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM DRAIN PIPE PER CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. OINSTALL FLOW SPLITTER AND PUMP STATION IN 72" DIAMETER STRUCTURES, SEE DETAIL SHEET 2. 1 SO SEE ELECTRICAL DETAILS FOR PUMP POWER AND CONTROLS. MI= O INSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR 11/ © REMOVE AND REPLACE NEW CURB AND GUTTER. TRENCH AND PAVEMENT RESTORATION. @ REMOVE AND REPLACE EXISTING MONUMENT. PIPE STATION PROFILE P EJ:13L.IC4 WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 KPQ 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 5 • 16 file no 03/11 FD NO. 01 scale AS SHOWN no date revisions date 06/20 Ln 1— TA 3+50 SH SDMH 1226 RIM 18.56 SDMH 1227 IE 13.5 NE, 12" CPP RIM 18.57 CB 1101 IE 11.7 SE, 8" DOOR TO TEE; ELEV 15.6 C TOP OF 18 CMP 'LL - CB 1097 CB 1098 IE 18.6 SW, 8" CPP CB 1100 IE 10.9 SE, SIZE/TYPE UNKNO CB 1096 RIM 78.07' RIM 18.61' RIM 17.99' 0 10.9 NW, 18" CPP RIM 18,06 IE 11.6 N8, 18"CPP RIM 17.96' E 12.4 SW, SIZE/TYPE UNKN WN IE 11.6 SW, 18" CPP DIP DATA FROM 2015; STCR FULL OF WATER 12/2019 8�."0'i� STCR FULL OF WATER, 12/2019 x 7' %HL�x� - -% T9� . , GATE +�DT5"Cj DTS"Y.y' ���% �oT3" �DT12" i4 o 4 -_ �. 1111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIIIIIIIII'IIIIIIII�IIIII,ItII'�11111 w w w w ���� 11 I I I 1 1 111 111111 11 I I I I l l l l lullll 1111111111111111111111111111111111�I�IIIII�I�I�II4�I�I�I�III�I�It11�l�l�l�l�l n� 1 1111 VIII 01111111 1 I I II I I 11 1,7111 lllllc,11111111111111111111111111 1 11 I1� III■IIIIIIIIIIIIIIIIIIIIIIIIIIII■11111 � I;!111111111111111111111111111111111111111111111111141111111111111111111111111�11■111111►,Illlllllllllllllllllllllllllllllllllllllllllllllllllllllilllllllll, , , , , , , ,1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I■■■I1111�11I1■I■IIIIIIIIIII.IIIIIIjIIIIIIIIII 1 1 1 1 1 1 IY1111111111111111.Iflrn Jj21111111111 1 1 1 1� I �1 II111�1�11111 11 1 1 1 1 1 1 1 1 1 1 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE CB 1099 RIM 17.99' PK- L10 N: 196215.55 E: 1276963.84 ELEV: 17.17 CB 1102 CB 1564 RIM 17.95' IS HIM '8. RIM 18.01' : 196076.65 w E: 1277089.18 7D — — 4+00 — 8+ EAST MARGINAL WAY SOUTH CB 109' CB 1090 89 RIM 18.07' CB 1088 RIM 18.10' CB 1087 PLAN CB 1086 CB 1085 CB 1494 CB 1489 RIM 18.19' RIM 18.05' RIM 18.08' 0 10 20 40 SCALE IN FEET 60 2 GENERAL NOTES 1. STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. 3. TYPE 2 CATCH BASINS SHALL HAVE 24" SOLID FRAME WITH COVER PER CITY OF TUKWILA STANDARD PLAN NO. DS -09 UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND POTHOLE THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN U11U11ES IS LESS THAN 6" (MIN), PROVIDE AN OD X OD X 2.5" POLYEINYLENE PLASTIC FOAM PAD BETWEEN UTIUTIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 7. ELECTRICAL AND SYSTEM CONTROLS TO BE DESIGNED BY PUMP MANUFACTURER AND CONTROL SYSTEM SUPPLIER. 8. FORCE MAIN SHALL BE CONSTRUCTED PER PIPE MANUFACTURERS RECOMMENDATIONS FOR FITTINGS/RESTRAINTS AND DEFLECTION ANGLES. 9. CONTRACTOR TO PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT—LADEN RUNOFF DUE TO CONSTRUCTION ACTIVITY FROM ENTERING THE EXISTING STORM DRAIN SYSTEM. 10 PROTEC11ON OF THE ENVIRONMENT• NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. 30 25 20 15 10 5 0 99.42' (THIS SHEET) 350.88' (THIS SHEET) STANDARD PAVEMENT RESTORATION PERMEABLE PAVEMENT RESTORATION 4" FORCE MAIN (PVC) TOP OF FM ± EXISTING GROUND 1 �1 �10 c �5 3+50 4+00 5+00 EXISTING TELEPHONE X—ING o�0 ^^ 2 v; 6+00 h(7) 000 10 7+00 8+00 30 25 20 15 10 5 0 Ings\Contract\14015STRM01.dwg 3/11/2021 8 \PROJECTS\TUKIMLA\14015—EMW Outfall\DESIGN\Dra PIPE STATION PROFILE 2 CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8 REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. P EJ:13L.IC' WORKS D_EP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 KPQ 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.cam CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 6 • 16 file no 03/11 FD NO. 01 scale AS SHOWN no date revisions date 06/20 J in gs\Con tract \14015STRMO1. dwg 3/11/2021 8 \PROJECTS\TUKIMLA\14015—EMW Outfall \DESIGN\Dra ruLL UV CB 1562 RIM 17.92' PK -F1_11 N: 196423.67 E: 1276843.24 ELEV: 17.25 CB 1561 RIM 18.00' CB 1559 CB 15`8 RIM 1798' RIM 18.00' CB 1555 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS RIM 18.00' APPROXIMATE cF 5 7 BIB 1797 IE 13.4 SE, 12" CPP (UNCERTAIN) 5TCR FUlt,B0F5 TE12/2019 RIM 18.08' CB 1552 RIM 18.12' PEDESTRIAN TUNNEL CB 2232 RIM 18.10' 4 • r 1 w r J11111111 IIInr ° 1 r 1 r i r1r 1 u111 ,fr 1 r 1 rr r , rr 11rr,Jrr1 c; 1111rr11 ,� 111 1n1111r1n 11 Y111n 111c 4 r rllrrrrr,rrl ■Illlllllpllllllllllllllllll��lllllll■II■■IIIIIII�IIIIII■IIa11111111111111•IIIIIIIIIIIIIIIIIIIIIII�I�IIIIIIII■IIIVIIl111111111CiIIIIIII11Nllllllillllllll.Illllllllllllhllllllllllllllllllllllllllllllllllllllllilfl,ll IIIIIIIII jp�,.p.��rnrl'9"�ll'�!' t 1' V !r'�1►Ti*d��'W' r. r� T T T r r T T """'°"� ����IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 IIIWIIIIIIIIII111111►!Illl�llll TREET N: 196652.80 COEAST MARGINAL WAY SOUTH Y E: 1276747.39 8 _ ora" CB 1833 CB 1831 RIM 18.09' CB 1830 RIM 18.10' RIM 18.12' SMH #1829 RIM 18.68' CB. 1827 RIM 18.14' 30 25 20 15 10 CB 1832 C8 1828 CB 1819 RIM 18.02' C8 1818 PEDESTRIAN 111NNEL RIM 17.95' CB 1817 RIM 17.92' RIM 18.04' RIM 18.08' PLAN 0 10 20 40 SCALE IN FEET 60 301.78' (THIS SHEET) 2 148.27' (THIS SHEET) STANDARD PAVEMENT RESTORATION GENERAL NOTES 1. STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. 2. PIPE INVERTS ARE SPECIFIED TO THE PROJECTED CENTER OF STRUCTURE. TYPE 2 CATCH BASINS SHALL HAVE 24" SOLID FRAME WITH COVER PER CITY OF TUKWILA STANDARD PLAN NO. DS -09 UNLESS OTHERWISE NOTED. 4. CONFIRM INVERTS OF STORM DRAIN AT EXISTING STRUCTURES PRIOR TO LAYING PIPE. NOTIFY ENGINEER OF ANY DIFFERENCES. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND POTHOLE THE EXACT LOCATION. 6. WHEN THE VERTICAL CLEARANCE BETWEEN UTILITIES IS LESS THAN 6" (MIN), PROVIDE AN OD X OD X 2.5" POLYETHYLENE PLASTIC FOAM PAD BETWEEN UTILITIES, WHERE OD IS THE OUTSIDE DIAMETER OF THE LARGER PIPE. 3. 7. ELECTRICAL AND SYSTEM CONTROLS TO BE DESIGNED BY PUMP MANUFACTURER AND CONTROL SYSTEM SUPPLIER. 8. FORCE MAIN SHALL BE CONSTRUCTED PER PIPE MANUFACTURERS RECOMMENDATIONS FOR FITTINGS/RESTRAINTS AND DEFLECTION ANGLES. 9. CONTRACTOR TO PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL TO PREVENT SEDIMENT—LADEN RUNOFF DUE TO CONSTRUCTION ACTIVITY FROM ENTERING THE EXISTING STORM DRAIN SYSTEM. 10 PRO1EC110N OF 1HE ENVIRONMENT. NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. PERMEABLE PAVEMENT RESTORATION CHIP DOWN EXISTING CDF BACKFILL TO INSTALL FORCE MAIN AT MIN. 3' COVER 888808. LOCATION CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM DRAIN PIPE PER CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. CONTRACTOR PH N0. 5/6 ROOF OF UNDERPASS 5.8' BGS llllllllll INSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8 REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. 4" FORCE MAIN (PVC) EL. ±13.6 0 PIPE CROSSING TOP OF FM ± EXISTING GROUND —EXISTING TEL X—ING 0 EX UNDERGROUND PEDESTRIAN TUNNEL 8+00 9+00 10+00 11+00 PIPE STATION PROFILE 12+00 12+50 2 P EJ:13L.IC4 WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER *BUILDING * designed drawn checked prof eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 }CPC* 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253)627-0720 www.kpg.com CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 7 • 16 file no 03/11 FD NO. 01 scale AS SHOWN no date revisions date 06/20 in gs\Con tract \14O15STRMO1. dwg 3/11/2021 8 \PROJECTS\TUKIMLA 14015—EMW Outfall\DESIGN\Dra w w w LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE CB 2230 RIM 18.11' CB 2229 RIM 18.08' CB 2543 RIM 18.07 IE 13.2 SE, 12" IE 13.2 NW, 12" CB 2542 RIM 18.05 IE 13.9 SE, 12" CPP IE 13.7 NE, 12" CPP SOMH 2527 RIM 18.59 0 13.1 SE, 12" CONC 0 7.6 NW, 12" CONC IE 7.6 SW, 18" CONC IE 7.6 NE, 18" CONC UMWv M 1im ::r „ u r 1:�rrr r : :: rr r 1111urrrrl r r1�r :� r r 1r r1111 irllrr n n rr rr n 1 rr u r rr rr rr: :rr„; 21. H �IIIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIII1111IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIa:. ..II II II llllllllllllllllllllilll!11111111111`1111111■IIIIIIIi111111�IIIIIIII11�11111111111111111111111111iIJ� ■ 1111111111111111111 1111111 11111 1'111 : 1 1111111 11111111 91111 1 11 llllllll�: 1111 1 1 11 1 I� 1 rr 11 rrrrrrl��i ..111.MIS 1 COORDINATE EXISTING 36" DIAM. CURED -IN-PLACE PIPE LINING OF EXISTING Z -UNE OUTFALL SYSTEM (450 LF) ON BOEING PROPERTY SEE SHEET NO. 11 EO -.-_ __- a 01&(r --T, TYP) c ©' '"(TYP) BARK SD 1 30 25 20 15 10 5 0 CB 2265 RIM 18.07' CB 2266 CB 2264 RIM 18.24' 8 072< W/BARBED WIRE N: 196769.31 O E: 1276664.55 3 7 4 CB 2263 RIM 18.31' N: 196804.08 E: 1276633.26 3 CB 2262 RIM 18.24 IE 12.3 NW, 12" CPP IE 12.2 SE, 12" CPP 14 LF 12" SD S=0.50% MODULAR WETLAND SYSTEM 00 8' X 12' SEE DETAIL SHEET 3 RIM:±18.88 (MATCH EX GROUND) IE IN 15.11 (12" SE) IE OUT 12.87 (12" NW) CB TYPE 2-48" CB TYPE 2-48" N: 196793.15 E: 1276627.50 PIPE STA 13+05.10 RIM 18.87 IE IN 12.83 (12"SE) IE OUT 12.83 (12"NWS____ xEMERGENCY SICNALAHD - CB 5811 RIM 19.07 IE 12.2 SE, 12" CPP IE 12.0 NW, 12" CPP IE 13.3 5W, 12" CPP 300.16' THIS SHEET) STANDARD PAVEMENT RESTORATION 199 LF 12" SD S=0.57% PLAN 5008 5812 RIM 19.12 IE 12.3 E, 12" CONC IE 12.3 8, 12" CPP IE 11.8 SE, 12" CPP IE 7.3 SW, 18" CPP (TYPE UNCERTAIN) 0 10 20 40 SCALE IN FEET 60 CB 5813 BARK P AC ' x _ CHLK W/BARBED WIRE RIM 18.43 IE 12.5 NW, 12" CPP IE 12.5 E, 12" CPP 30 LF 12" SD_ S=0.36% 25 CB TYPE 2-48" N: 196935.65 E: 1276488.37 PIPE STA 15+04.26 RIM 18.85 IE IN 11.70 (12"SE) IE OUT 11.70 (12"W) EXISTING SD X-ING J -L -------- N: 196765.52 E: 1276651.37 PIPE STA 12+68.84 RIM 18.90 IE IN 15.57 (4"SE) IE OUT 15.18 (12"NW) 10 LF 12" SD S=0.50% EXISTING GROUND 12+50 13+00 14+00 PIPE STATION PROFILE MERIMIC EXISTING POWER X-ING- 15+00 CB 252 RIM 18.01 IE 16.1 NE, 8" CONC SDMH 2520 RIM 18.17 IE 16.3 SW, 8" CONC IE 11.2 NE, 12" CONC CB 2522 RIM 17,5 IE 14.9 I iffeettally rrrrrlrrlTrrrrrrrl iIll11101llllllllllillllllllllll 111 16+00 Fn F0 T a 30 EXIST CB TYPE 2-48" 34 STA 15+32.93, 0.00' RIM 18.59 IE IN 7.50 (18"NW) IE IN 7.50 (18"NE) IE IN 7.50 (18"SE) IE IN 14.99 (12"NW) IE OUT 7.40 (18"SW) IE IN 11.59 (12"E) a CB 5814 15+50 15 10 5 0 RIM 18.44 IE 12.9 NW, 12" CPP IE 12.9 SE, 12" CPP CONNECT NEW PIPE TO EXISTING STRUCTURE i 0 CB 5815 RIM 17.41 IE 13,2 SE, 12" 12" MATCH LINE STA 16+50 SHEET 9 GENERAL NOTES FOR GENERAL NOTES 1-9 SEE PREVIOUS SHEET. 10 PROTECTION OF THE ENVRONMENT• NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM DRAIN PIPE PER CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. Oj INSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. O INSTALL WATER QUALITY TREATMENT VAULT, SEE DETAIL SHEET 3. 0 INSTALL DROP CONNECTION INSIDE STRUCTURE WITH CHANNEL BOTTOM. SEE DETAIL SHEET 2 FOR DISCHARGE PIPING. (.13)POTHOUNG REVEALED SIGNIFICANT AUGNMENT SHIFT IN ZAYO CONDUIT IN THIS AREA. SET MODULAR WETLAND AS NEAR AS PRACTICAL TO ZAYO DUCT BASED ON ACTUAL FIELD LOCATION. SIGNAL GENERAL NOTES 1. THE CONTRACTOR SHALL CONTACT CITY TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT REPRESENTATIVE 11M KIRKLAND AT (206) 730-8476 FOR ALL RELATED TRAFFIC SIGNAL COORDINATION. 2. CONSTRUCTION MANAGEMENT REPRESENTATIVE SHALL BE INFORMED OF ALL COORDINATION WHICH POTENTIALLY AFFECTS THE PROJECT TIMELINE OR COST. 3. THE CONTRACTOR SHALL NOTIFY TRAFFIC OPERATION AND MAINTENANCE DEPARTMENT REPRESENTATIVE AT LEAST 10 WORKING DAYS IN ADVANCE OF LOOP REMOVAL AND DISCONNECTION. ALL TWISTED PAIR LOOP WIRE SHALL BE DISCONNECTED AT THE JUNCTION BOX SPLICE POINT PRIOR TO SAWCUT FOR PAVEMENT REMOVAL. ALL LEAD-IN CABLES IN JUNCTION BOX SHALL BE LABELED PRIOR TO LOOP DISCONNECTION. 4. THE LOCATION OF ALL FEATURES SHOWN ON THESE PLANS IS APPROXIMATE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SIGNAL RELATED EQUIPMENT LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, CITY STANDARDS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO SPECIAL PROVISIONS AND THESE PLANS. WHEN IN CONFLICT, ENGINEER SHALL DETERMINE APPLICABLE APPROVED STANDARDS. SIGNAL CONSTRUCTION NOTES QFURNISH AND INSTALL VIDEO DETECTION CAMERA ON MAST ARM. MOUNT PER MANUFACTURES SPECIFICATIONS (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE). FURNISH AND INSTALL VIDEO CABLING TO CONTROLLER (ROUTE OF CABLING SHALL BE DETERMINED IN THE FIELD). SEE SPECIAL PROVISIONS. A LOCATION OF EXISTING TRAFFIC CONTROLLER CABINET. EDGE 2 CARD AND LCD MONITOR / \ SHALL BE FURNISHED BY THE CONTRACTOR AND INSTALLED BY THE CITY. JOURNEY LEVEL WORK IN THE CABINET, INCLUDING FIELD WIRING TERMINATION IS ALLOWED IN THE PRESENCE OF THE TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. SEE SPECIAL PROVISIONS. AEXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED. EXISTING HOME RUN 2CS 3 WIRING TO CONTROLLER SHALL REMAIN. LABEL LOOP WIRES AND DISCONNECT LOOP SPLICES IN THE JUNCTION BOX PRIOR TO ANY SAW CUTTING OR GRINDING. A VIRTUAL DETECTION ZONE SHOWN FOR REFERENCE ONLY. ALL FINAL ZONE LOCATIONS / \ SHALL BE DETERMINED IN THE FIELD BY THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. P EJ:13L.IC' WORKS D_EP T_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 KPQ 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.cam CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 03/11 FD NO. 01 8 8 • 16 file no ❑1 12/20 RFI NO. 004 scale AS SHOWN no date revisions date 06/20 MARSHBANK March 22, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 8 Mr. North, The purpose of this letter is for Marshbank Construction, Incorporated (Marshbank Construction) to provide the City of Tukwila and its representatives with supporting documentation to supplement the notice of differing site conditions and our interpretation of direction given by KPG to postpone saw -cutting and tracking efforts during redesign for consequential delays. 1. The date and nature of the protested order, direction, instruction, interpretation or determination Marshbank Construction Inc. (Marshbank) is providing this supplemental information related to serial letter No.005 (Differing Site Conditions). The purpose of this information is to provide all known direct costs associated with this delay arising from March 9, 2021 through March 17, 2021. These costs have been compiled with the expectation for prompt payment related to the issue. The two issues are the bio retention sidewalk area and the storm activity both in redesign and on hold until further notice at the current expense of Marshbank. 2.A full discussion of the circumstances which caused the protest, including names of persons involved, time, duration and nature of Work involved, and a review of the Plans and Contract Provisions referenced to support the protest. Persons Involved: • Marshbank Construction o Rob Gammell (Project Manager) o Ernest Hinds (Superintendent) o Patrick Gleason (Project Engineer) o Chris Rammage. (Foreman) • City of Tukwila and its representatives o Matt North (KPG-Resident Engineer) o Alexa Henry (Construction Services) o Ed Wagner (Lead Inspector) o Ray Larson (City of Tukwila -Project Manager) • KPG Design o William R. Edralin (Design Engineer/Final Stamp) 67 MARSHBANK Relevant Timeline of Events: On March 3, 2021, Marshbank visited the site for initial locate boundary markings. Once onsite it appeared that a potential scaling issue was present for the sidewalk area regarding the bioretention zone after a cursory site walk. Marshbank requested a meeting for an onsite visit with KPG/City of Tukwila to discuss existing conditions in contrast to the plans. This meeting was held on March 4, 2021 and present for this meeting was Rob Gammell (MCI PM), Ernie Hinds (MCI Superintendent), Ed Wagner (KPG Lead Inspector), Matt North (KPG, RE), Ryan Larson (Tukwila PM). Marshbank brought to attention questions about the design vs actual field conditions before mobilization occurred. Marshbank agreed to follow up immediately with an RFI illustrating the issues combined with site photos. The same day as March 4, 2021, Marshbank sent an immediate RFI (#011) identifying both differing site conditions along with photos for easy interpretation of the issue. Specifically showing how the as -bid detail showed an existing 6" concrete area for doweling into a planned vertical wall appeared to be a thin questionable condition asphalt present. This was in addition to a horizontal issue for existing sidewalk area in regards to tree pits not able to retain a permanent 6' walkway. No immediate answer or timeline for redesigning the section of work "bioretention sidewalk area" was given. Marshbank was not notified to delay mobilization in any manner at this time and mobilizes for work on March 8, 2021. As Marshbank is in the process of mobilizing equipment and laying out sawcut behind the survey pins per plan. It appeared onsite that another vault lid was in the center turn lane absent of definitive markings where future storm is to be installed. This did not have sufficient informative locate marks to Marshbank's acceptance and another locate specific call via 811 is generated by Marshbank to clarify the identifiers. Marshbank brought to KPG's attention the locate paint indicating a communication line roughly 3' wide in the future storm alignment which is not shown on the plan documents. In expedited fashion and on the same day Marshbank immediately sent an RFI (#014) requesting direction and alerting KPG of the "time sensitive issue". KPG responds at 4:44 pm with a direction of a work stoppage order and consider this a response to RFI #014. This resulted in added potholes directed by KPG for further design investigation. Both the issue of the sidewalk bioretention area needing to be redesigned and the gravity/force main activity resulted in work stopping design issues which kept Marshbank from being in any manner productive. This displaced the crew, and focused on potholing both overstaffed and inefficient while sacrificing concurrent work as bid. The first weekly meeting is attended virtually by the project team and Marshbank transmitted serial letter #05 on the same day March 9, 2021 which formally notified KPG and the City of Tukwila of the communication line differing site condition present. The intent of this notification in conjunction with the discussion in the weekly meeting was to alert KPG/Tukwila of the various design issues brought forward and how Marshbank intends to track these issue(s) via force account until production work as bid can be realized. Marshbank made sure to state in serial letter No. 5 the issue of bid item potholing due to the changed conditions for critical stoppage. As detailed in said serial letter for the crew being dedicated for potholing materially changed the way we priced and the quantity of each pothole. 3/9/2021 — Complete loss of production. After the work stopping direction, crew exclusively worked on all potholes including added quantities never quantified in the per each proposal price. Marshbank bid the project to concurrently sawcut with slurry collection laborers (MCI crew members) while hardscape was being stripped and hauled off to waste site. This would allow clear and unobstructed access for (1) vactor truck to pothole the proposal quantity (6). Marshbank thus had to pivot from this means and methods to a focused (5) man crew exclusively on —13 potholes and a minimum sawcut charge. The following remaining timeline dates have been itemized for ease of reading. 3/10/2021 — Complete loss of production. KPG responds to RFI (#014) stating that KPG understands they have added potholes and will agree to track for fair and equitable agreement. By 2:56 pm Marshbank provides all data from potholing as directed via email. 68 MARSHBANK 3/11/2021 — Complete loss of production and displaced crew. 3/11/2021 (10:08am) -Marshbank provides surveyor rates for T&M for KPG's records. 3/11/2021 (10:36am) — KPG send redesign plan requesting rapid scheduling of survey and saw -cutting. 3/12/2021 — Complete loss of production and displaced crew. 3/15/2021 — Small crew supporting survey with traffic control and assisting layout for saw -cutting the next day. Complete loss of any critical path work. 3/16/2021 — Complete loss of production. Crew beginning to assist saw -cutting out of sequence, no work completed in the manner bid. 3/17/2021 — Complete loss of production and working on track force account as accepted forward price still outstanding. Crew began hardscape stripping and excavation for structure #25. Encountered a 4" potentially known (KPG Plan Set show FO) in the area of excavation in direct conflict with the structure/shoring box. Seemingly from the redesign shifting from a clear separation to overlap of said conduit. 3/17/2021 — Related to RFI and initial pricing sent for the redesign Marshbank encounters sand encroaching into preliminary excavation. No inspector onsite at this time. Email notification with time and pictures sent to KPG (8:46 am) 3/17/2021 — (9:37 am) Marshbank immediately notifies KPG onsite as well as RFI (#021) 3/17/2021 - (6:21 pm) KPG send email restating onsite discussions for tracking the entire day as lost production and reimbursement via force account. "The storm work on East Marginal Way is on hold until further notice." 3/18/2021 - No production. Equipment on standby. 3/19/2021 - No production. Equipment on standby. 3/19/2021 — Marshbank's baseline schedule approved "NET" 3/22/2021 — Stand by until further notice. 3. The estimated dollar cost, if any, of the protested Work and a detailed breakdown showing how that estimate was determined. In an effort to expedite this cost issue Marshbank has detailed the immediate impacts to only Project Manager, Project Engineer, and halftime Superintendent. See attached daily breakdown showing $2,194.25 (1,675 with markup). These rates should match the presented office rates priced for comparison purposes to the first redesign Priced Change Order. If this cannot be agreed upon Marshbank reserves its rights to realize the full impacts i.e., Superintendent salary, office manager, office rental, ownership costs, clerical/timekeeping, vehicles, liability insurance, supplies, utilities etc. and continue the protest. Marshbank requests $86,640.17 to cover direct costs beginning March 9, 2021 through March 17, 2021. Additionally, Marshbank is providing a charged rate effective March 18, 2021 of a daily rate of $1,112.35 for equipment per day and $2,194.25 for office overhead per day for unrealized non -working equipment staged on this project and overhead costs being incurred by Marshbank Construction. The daily cost including both equipment standby and management is $3,306.60. These costs will be incurred daily until work is able to be performed per production and schedule. Marshbank will be billing 69 MARSHBANK each of the calendar days affected this daily rate. As of this letter March 22, 2021, (3) workable calendar days have elapsed totaling $3,337.05. This cost is ongoing and is not captured in the above sum until resolution and agreement for work to begin. As this is design delay is ongoing and the schedule impacts cannot be fully realized until production work begins including any added long lead supplier items such as structures the resulting schedule impacts are not known. BioClean charges $2,982.00 storage fees per month beginning April lst. These costs will be bore by KPG/City of Tukwila along with the two cancellation charges outlined in the daily sheets. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. In that these costs are occurring daily Marshbank requests a response by end of day tomorrow. If you have any questions or wish to discuss further please give me a call at your earliest convenience. Sincerely, Rob Gammell Marshbank Construction 70 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/*05106 / DBE/MBE No. D1M0011507 March 9, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Differing Site Conditions Serial Letter No. 5 Mr. North, The purpose of this letter is for Marshbank Construction, Inc. (Marshbank Construction) to provide the City of Tukwila with formal notice pursuant to specification 1-04.7 — Differing Site Conditions. The changed condition is preventing Marshbank Construction from proceeding with scheduled Contract Work. On March 8, 2021 Marshbank alerted onsite representatives from KPG and sent an immediate RFI, (RFI 014) regarding the discovery via locate paint, of an assumed communication duct bank running north and south potentially resulting in conflicts for the first order of work activities. Marshbank Construction's schedule shows potholing and excavation in the first week. The three-week look ahead provided Friday (March 5, 2021) before any known issues illustrated a more detailed breakdown of work including saw -cutting beginning March 9, 2021 and related prep work for the storm activity. Based on the email direction received from KPG yesterday at 4:44 pm, Marshbank was instructed to postpone saw -cutting the trench in its entirety in direct contrast to how Marshbank bid the project. Marshbank had to adjust the saw -cutting activity entirely to focus on potholing per direction for furnishing information to KPG designers. (March 8, 2021 email 4:44 pm) Marshbank did not price each pothole (6) per proposal quantity for specialty sawcut minimum footages, opposed to economy of scale in slurry and dump daily charges, and should have been able to remove hardscapes directly behind the saw -cutting activity. Marshbank has missed the opportunity to utilize the crew with concurrent work including to tandem walk behind saws and a Marshbank employee behind each for slurry collection, as the hardscape employees remove the top layers to subgrade ahead, during, and beyond the vactor truck potholing. Marshbank under direction and approval by KPG has identified (13-14) potholes at the time of writing this letter or 233% of the bid proposal that are desired for information at this time. Marshbank did not realize this in their bid price. This change affects items including but not limited vactor time, distance, dump quantity, crew size, inefficiency, equipment standby, and all associated lump sum or fixed costs related to a working day. Marshbank Construction continues to await direction from the City of Tukwila as it relates to this issue. Marshbank understands the City of Tukwila and its representatives are working to provide direction. Once direction is received, Marshbank Construction will provide pricing for this change in a timely manner related to any design changes. As this work is changing daily, Marshbank Construction will track its direct costs associated with this change, on daily force account sheets and will submit to the City of Tukwila for reimbursement. Please let us know immediately if there are any objections to this. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. An Equal Opportunity Employer Ph. (425) 377-9708 / Fax (425) 377-0709 PO Box 97, Lake Stevens WA 98258 71 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/*05106 / DBE/MBE No. D1M0011507 Should you have any questions, I can be reached by phone at (425) 209-8225 Sincerely, Digitally signed by Robert Gemmell Date: 2021.03.09 11:07:19-08'00' Marshbank Construction Inc. 72 An Equal Opportunity Employer Ph. (425) 377-9708 / Fax (425) 377-0709 PO Box 97, Lake Stevens WA 98258 Rob Gammell From: Matt North <matt@kpg.com> Sent: Monday, March 8, 2021 4:44 PM To: Rob Gammell; Alexa Henry; Ed Wagner; Ernie Hinds; Jacob Williams; Jeff Heglund; Patrick; Ryan Larson; Chris Rammage; Jason Tesdal; Daniel Clark; Nelson Davis; Ray Edralin Cc: Kenton Wilde Subject: RE: EMWO: RFI 014 Attachments: RFI 014 - Comm Line Locate Present.pdf; IMG_5114 jpg; IMG_5117jpg; IMG_5118 jpg Importance: High Hello Rob, Please postpone your saw -cutting as planned for tomorrow, keep the camera install on track at the intersection of S 81' PI with Service Electric as planned. The unknown Zayo lines in the center lane raise caution as indicated in the RFI as potential conflicts to the modular wetland structure #100. Pothole the Zayo lines to be tracked as per each BI#42 to determine width and depth, report data to KPG so that KPG Design has information. Additional potholing for this unknown Zayo line is acceptable and needed for determining additional actions for the issued RFI #14. Once pothole data is received, KPG can advise and respond to the RFI. I have change the subject line of this incoming email for tracking purposes to reference RFI #14. Contact me with any questions or concerns on this direction. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 3 KPG 30 1.fAMSTEMB From: Rob Gammell <rob@marshbankconst.com> Sent: Monday, March 8, 2021 3:07 PM To: Matt North <matt@kpg.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com> 1 73 Rob Gammell From: Matt North <matt@kpg.com> Sent: Wednesday, March 17, 2021 6:21 PM To: Patrick; Rob Gammell Cc: Ernie Hinds; Ed Wagner; Alexa Henry; Ray Edralin; Jeff Heglund; Ryan Larson Subject: RE: EMWO RFI 021 - 4 Inch Steel Conduit in Conflict with CB 25 - initial RFI response Follow Up Flag: Follow up Flag Status: Flagged Patrick & Rob, As you are aware from onsite discussions, and following emergency locate of the 4 Inch Steel Conduit, is in Conflict with CB 25 and structure #100. KPG will be reviewing the design, and Marshbank will need to go on standby for the storm work revisions until further notice. Today as discussed will all be tracked as force account. Design is feverishly working on a solution to the newly found line. The pothole of the structure #100 for tomorrow has been canceled. The 4" line does continue on to parallel the Structure #100 to the east, and the Zayo line on the west side only looks to have 9ft of separation. The shoring box to fix the structure #100 is needed as 12 to 13ft by 20 feet long. With the newly found unmarked & unknown line, KPG does not see the structure #100 fitting in the window of space per the current design. The storm work on East Marginal Way is on hold until further notice. Contact me with any questions or concerns to this initial RFI #21 response. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com KPG 3D)EA SSTRIAE From: Patrick <Patrick@marshbankconst.com> Sent: Wednesday, March 17, 2021 9:40 AM To: Matt North <matt@kpg.com>; Ed Wagner <edw@kpg.com>; Alexa Henry <alexa@kpg.com>; Ray Edralin <ray@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Ryan Larson <Ryan.Larson@TukwilaWA.gov> 1 74 Cc: Rob Gammell <rob@marshbankconst.com>; Ernie Hinds <ernieh@marshbankconst.com> Subject: EMWO RFI 021 - 4 Inch Steel Conduit in Conflict with CB 25 See attached RFI 021, this is urgent as we have core drillers scheduled for the connection into CB 34 at 11:00 AM. Please provide direction as soon as possible. Thank you, Patrick Gleason Project Engineer Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 754-3085 Cell (425) 377-9708 Office (425) 377-0709 Fax 2 75 76 DAYS DIRECTLY IMPACTED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED ESC LUMP SUM ITEM NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED PROJECT TTC NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 $ 12,310.06 $ 10,972.37 $ 5,565.51 $ 5,565.51 $ 7,700.23 $ 6,185.05 $ 12,481.69 TOTAL $ 60,780.42 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 TOTAL $ 1,750.00 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 1250 1250 1250 1250 1250 1250 1250 TOTAL $ 8,750.00 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 TOTAL $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 15,359.75 Grand Total 3/9 thru 3/17 $ 86,640.17 77 78 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Cord Lk A4ARSNCH05106 / BBE/MBE No. 01,N10.1307 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA LJ LT U RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 JUSTIN TRUMAN DUMP 1.5 $ 83.50 $ 112.37 $ 125.26 CAMERON HILL VACT 6.5 $ 84.94 $ 114.50 $ 552.09 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,549.80 $ 1,029.44 $ 71.00 $ 4,650.24 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 4 $ 115.22 $ 26.26 $ 460.88 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Si' 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0061 6X4 18YD 70KGVW 1.5 $ 73.36 $ 12.76 $ 110.04 MCI -0061.5 14.5-13 1.5 $ 15.63 $ 4.42 $ 23.45 MCI -0080* 320 Vactor Truck 6.5 $ 141.53 $ 58.53 $ 919.95 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT MATERIALS MATERIALS / SERVICE DESCRIPTION SUBTOTAL - EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL / SERVICE QUANTITY UNIT PRICE $ 3,340.64 $ 701.53 $ 4,042.17 DOLLAR AMOUNT Vactor Dump VPC 1 EA 110.00 $ 110.00 RCSTC for Pothole Backfill 29.58 TON 8.50 $ 251.43 Sawcut for potholes 1 LS 2,628.36 $ 2,628.36 The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ 2,989.79 $ 627.86 $ 3,617.65 $ 12,310.06 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 12,310.06 79 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lc. MARSHC/.05106/ !MEW E No. 011.011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 CAMERON HILL VACT 8 $ 84.94 1.5 $ 114.50 $ 851.25 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 4,413.04 $ 1,279.78 $ 88.26 $ 5,781.08 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0080* 320 Vactor Truck 8 $ 141.53 $ 58.53 $ 1,132.24 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 SUBTOTAL EQUIPMENT OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 3,880.32 $ 814.87 $ 4,695.19 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT Vactor Dump VPC 1 EA 110.00 $ 110.00 Cancellation Fee Mid Structure 1 LS 300.00 $ 300.00 LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ 410.00 $ 86.10 $ 496.10 $ 10,972.37 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - I SHEET TOTAL: $ 10,972.37 80 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM. LM. MARSRLI,51. I' OBEAVE. OW(1011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT D RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 $ - $ - $ $ - $ - $ - $ - $ - $ SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,561.79 $ 1,032.92 $ 71.24 $ 4,665.94 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 24.08 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Shi 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Shi 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0061 6X4 18YD 70KGVW $ 73.36 $ 12.76 $ - MCI -0061.5 14.5-13 $ 15.63 $ 4.42 $ - MCI -0080* 320 Vector Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 743.44 $ 156.12 $ 899.56 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL- MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ $ - $ - $ 5,565.51 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 5,565.51 81 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM. LM. MARSRLI,51. I' OBEAVE. OW(1011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT D RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 $ - $ - $ $ - $ - $ - $ - $ - $ SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,561.79 $ 1,032.92 $ 71.24 $ 4,665.94 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 24.08 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Shi 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Shi 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0061 6X4 18YD 70KGVW $ 73.36 $ 12.76 $ - MCI -0061.5 14.5-13 $ 15.63 $ 4.42 $ - MCI -0080* 320 Vector Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 743.44 $ 156.12 $ 899.56 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL- MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ - $ - $ - $ 5,565.51 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 5,565.51 82 MARSH BANK SHEET NO: CONSTRUCTION CO, Lac. MAPSHCl.0.5706 / OBE/MBE No. 01M0011507 20118-01 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA • LT • RT Prime Contractor: MCI Sub -Contractor: NAME OCCUPATION LABOR STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 1,839.28 $ 533.39 $ 36.79 $ 2,409.46 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12" STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL - EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 2,748.08 $ 577.10 $ 3,325.18 MATERIALS / SERVICE Subcontractors QUANTITY UNIT PRICE DOLLAR AMOUNT Northline Survey CO#1 1 LS 1,755.00 $ 1,755.00 The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 12% MATERIALS/SERVICE TOTAL TOTAL: $ 1,755.00 $ 210.60 $ 1,965.60 $ 7,700.23 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - I SHEET TOTAL: $ 7,700.23 83 MARSHBANK SHEET NO: CONSTRUCTION CoralLic MARS110,05106. OBE/MBE Mo_ 01M001150] 20118-01 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6(1) 2020 ADDITION 2.00% LABOR TOTAL $ 2,183.11 $ 633.10 $ 43.66 $ 2,859.87 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 2,748.08 $ 577.10 $ 3,325.18 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ $ $ $ - - 6,185.05 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - - I SHEET TOTAL: $ 6,185.05 84 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Carel. bo. MAHSHCI.06/06/OBE/MBE No. O>M0011607 Project Name: Item No.: EMWO5TOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAM MAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 PAM ERICSON DUMP 6.5 $ 83.50 $ 112.37 $ 542.78 JSUTIN TRUMAN DUMP 6.5 $ 83.50 $ 112.37 $ 542.78 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 4,647.35 $ 1,347.73 $ 92.95 $ 6,088.03 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box" 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0075 DROP 480 6.5 $ 30.32 $ 8.54 $ 197.08 MCI -0076 4X2 25KGVW DSL 6.5 $ 29.75 $ 5.04 $ 193.38 MCI -0061 6X4 18YD 70KGVW 6.5 $ 73.36 $ 12.76 $ 476.84 MCI -0061.5 14.5-13 6.5 $ 15.63 $ 4.42 $ 101.60 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 3,716.98 $ 780.57 $ 4,497.55 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT CSBC for Directed Backfill of Trench 90.74 TON 8.50 $ 771.29 Short Load Dirt Dump 13.05 TON 15.00 $ 195.75 Asphalt & Concrete Dump 20 CY 15.00 $ 300.00 CANCELLATION FEE MOD STRUCTURE 1 LS 300.00 $ 300.00 LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL - MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ 1,567.04 $ 329.08 $ 1,896.12 $ 12,481.69 TAX PERCENTAGE MTRL 0 00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 12,481.69 85 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lia. MARSH,05105 / 013.013E Na. OIM0011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20118 Date: Description of Work: BY DAILY EQUIPMENT STAND LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE $ 89.76 $ 122.51 $ - ROYCE JOHANNES OPER $ 86.17 $ 112.35 $ - WILLIAM LINDSTROM PIP $ 63.01 $ 86.63 $ - WILLIAM WATKINS GEN $ 61.83 $ 84.90 $ - TAYLOR KILLIAN LAB60 $ 42.98 $ 56.82 $ - TIMOTHY PELTIER OPER $ 86.17 $ 112.35 $ - PAM ERICSON DUMP $ 83.50 $ 112.37 $ - JSUTINTRUMAN DUMP $ 83.50 $ 112.37 $ - SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ - $ - $ - $ - EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL $ 15.36 $ 3.01 $ - MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0075 DROP 4 80 6.5 $ 30.32 $ 8.54 $ 55.51 MCI -0076 4X2 25KGVW DSL 6.5 $ 29.75 $ 5.04 $ 32.76 MCI -0061 6X4 18YD 70KGVW 6.5 $ 73.36 $ 12.76 $ 82.94 MCI -0061.5 14.5-13 6.5 $ 15.63 $ 4.42 $ 28.73 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21 % EQUIPMENT TOTAL $ 919.30 $ 193.05 $ 1,112.35 MATERIALS MATERIALS / SERVICE DESCRIPTION I SERVICE QUANTITY UNIT PRICE DOLLAR AMOUNT TON $ - TON $ - CY $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL - MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ $ - $ - $ 1,112.35 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ 1 SHEET TOTAL: $ 1,112.35 86 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Page 1 03/22/2021 14:05 Cost for Item 460 Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Mat1/Exp Ment Contract Total BID ITEM = 460 CLIENT# = 46 Description = DAILY MANG COST Unit = DAY Takeoff Quan: 1.000 Engr Quan: 1.000 10001 ADDITIONAL MANAGEMENT -TRACKING CHAN Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed SUP01 Superintendent 8.00 CH Prod: 1.0000 S Lab Pcs: 2.50 Eqp Pcs: 2.50 8TRPU Pickup 2.00 16.00 HR 15.330 245 245 8TRSUPT Truck-Supt.-PM-Est.(No 0.50 4.00 HR 17.520 70 70 SUG Superintendent -(General) 0.50 4.00 MH 66.520 402 402 SUPENG Project Engineer 1.00 8.00 MH 37.000 412 412 SUPM Project Manager 1.00 8.00 MH 50.500 546 546 $1,674.70 20.0000 MH/LS 20.00 MH [ 966.08 ] 1,359 315 1,675 > Item Totals: 460 - DAILY MANG COST $1,674.70 20.0000 MH/DAY 20.00 MH 1,674.700 1 DAY [ 966.08 ] 1,359 1,359.34 315 1,675 315.36 1,674.70 $1,674.70 *** Report Totals *** 20.00 MH 1,359 315 1,675 87 88 NNorthLine Surveying Surveying Surveying and Construction Technologies 2025 Riverside Drive, Suite D Mount Vernon, WA 98273 Bill To Marshbank Construction Po Box 97 Lake Stevens, WA 98258 Invoice Date 3/17/2021 Invoice # 21.09-01 Project Name 21.09 East Marginal Way Outfall Storm... GC Proj. # NLS Proj. # 21-09 Contract # Bid Item Construction Surveying Control Site Preparation Staking Storm Staking Scope Establish Survey Control Project Network Site Preparation Staking Storm Staking Bid Item: LS Value 918.00 432.00 1,782.00 5,400.00 Prev. % Prev. Amt Total % 100.00% 100.00% 50.00% 41.50% Current Co... 918.00 432.00 891.00 2,241.00 Change Order #01 Storm Revisions --- CHANGE ORDER --- March 17, 2021 > Added 1 Change Order #01. (+$1,755.00) > Added 1 Change Order #02. (+$1,200.00) Total change to estimate +$2,717.50 -------------- Retention (5%) 1,755.00 100.00% 1,755.00 3,996.00 -199.80 Total Payments/Credits 1 Balance Due $3,796.20 $0.00 $3,796.20 89 Salinas Sawing & Sealing, Inc. 7804 40th Ave W. Mukilteo, WA 98275 Bill To MARSHBANK CONSTRUCTION P.O. BOX 97 LAKE STEVENS, WA 98258-0097 Invoice D Invoice # 3/9/2021 33689 Ship To E. MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT CITY OF TUKWILA MCI PROJECT 20118 PR -1729 P.O. No. Terms Due Date Project Our Job, No. Net 30 4/8/2021 21-9415 E. Marginal Way,.. 21-9415 Item Description Quantity Rate ' Amount 300 Asphalt Demo- 9" 228 2.34 533.52 600 Concrete Demo- 7" (16" TD) 228 4.90 1,117.20 825 Standby Time Per Hour 1.5 120.00 180.00 300 Asphalt Demo- 9" 86 2.34 201.24 600 Concrete Demo- 7" (16" TD) 86 4.90 421.40 750 Slurry Vacuum Equip & Disposal 175.00 175.00 Work Completed 03/09/2021 (W.O. 53197) Office:(425) 745-0706 Fax:(425) 745-0628 Total $2,628.36 90 Bid Item Description Quantity Unit Amount 2 Temporary Water Pollution/Erosion Control 1 LS $15,000.00 Initial TESC setup 1 LS $5,000.00 TESC Daily Rate 60 Day $166.67 5 Project Temporary Traffic Control 1 L5 $75,000.00 Initial traffic control set up 1 LS $15,000.00 Traffic control daily rate 60 Day $1,000.00 6 Removal of Structures & Obstructions 1 LS $20,000.00 Saw cutting 2+25 - 15+30 1 LS $8,000.00 Removal of hardscapes 2+25 - 15+30 1 LS $4,000.00 Saw cutting 16+80 - 21+10 1 LS $4,000.00 Removal of hardscapes16+80 - 21+10 1 LS $4,000.00 39 Pump Station Complete 1 LS $80,000.00 Excavation, grading, and installing structure 19 1 LS $45,000.00 Procurement of electrical components 1 LS $22,500.00 Instillation of conduit boxes and wiring 1 LS $7,500.00 Training for pump station 1 LS $5,000.00 40 Stormwater Media Filer 1 LS $65,000.00 Excavation, grading, and installing structure 100 1 LS $60,000.00 Instillation of modular wetland media 1 LS $5,000.00 43 Traffic Signal Modifications 1 LS $21,200.00 Procurement of materials 1 LS $2,120.00 Instillation of materials 1 LS $20,000.00 77zatt 71,ClntC 03/04/2021 Reviewer Comments: Lump Sum Breakdown is approved for items included within. Additionally, bid item #3 for "mobilization" will be processed per WSDOT Spec 1-09.7 91 Submittal Approval Codes NET - No Exceptions Taken RAR - Revise and Res&imrt X CA - Conditionally Approved, See Comments CA - Conditionally Approved, Make Corrections REJ - Rejected See Comments 77zatt 71,ClntC 03/04/2021 Reviewer Comments: Lump Sum Breakdown is approved for items included within. Additionally, bid item #3 for "mobilization" will be processed per WSDOT Spec 1-09.7 91 92 Cc: Kenton Wilde <Kenton@marshbankconst.com> Subject: RE: EMWO: Weekly Progress Meeting - Link to MS Teams meetings. Importance: High Please see attached RFI 014. This is time sensitive by tomorrow a.m. Photos attached for reference. Thank you Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax 2 93 Rob Gammell Subject: FW: BIO CLEAN STORAGE From: Daryl.Clark@Ferguson.com <Daryl.Clark@Ferguson.com> Sent: Thursday, March 18, 2021 4:18 PM To: Patrick <Patrick@marshbankconst.com> Cc: Rob Gammell <rob@marshbankconst.com>; PANDORA_6@MSN.COM Subject: BIO CLEAN STORAGE Patrick, I guess there serious about storage. I thought a few hundred bucks. See below Bio Clean comments. Also a $300 double cancellation fee to the owner. Please advise on PO or cost code to use for billing. Thank you. Daryl Clark Hope you are doing well. The East Marginal Way Outfall shipment has been cancelled a couple times this month. We do not have room to store this unit after 30 days from completion, which would be March 24th. Will the contractor be able to take this unit by March 31st? We will need to begin charging storage fees of $2982 per month on April 1st. Hopefully the fees can be avoided by the contractor taking the unit before March 31st. Thanks for your help. BiowClean A twtrra Cly Jeff Pierce Regional Sales Manager Pacific Northwest 1 94 MARSHBANK March 30, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 8.1 Additional Info Request 3-30-21 Mr. North, The purpose of this letter is for Marshbank Construction, Incorporated (Marshbank Construction) to provide the City of Tukwila and its representatives with supporting documentation to supplement the notice of differing site conditions and our interpretation of direction given by KPG to postpone saw -cutting and tracking efforts during redesign for consequential delays. 1. The date and nature of the protested order, direction, instruction, interpretation or determination Marshbank Construction Inc. (Marshbank) is providing this supplemental information related to serial letter No.005 (Differing Site Conditions). The purpose of this information is to provide all known direct costs associated with this delay arising from March 9, 2021 through March 17, 2021. These costs have been compiled with the expectation for prompt payment related to the issue. The two issues are the bio retention sidewalk area and the storm activity both in redesign and on hold until further notice at the current expense of Marshbank. 2.A full discussion of the circumstances which caused the protest, including names of persons involved, time, duration and nature of Work involved, and a review of the Plans and Contract Provisions referenced to support the protest. Persons Involved: • Marshbank Construction o Rob Gammell (Project Manager) o Ernest Hinds (Superintendent) o Patrick Gleason (Project Engineer) o Chris Rammage. (Foreman) • City of Tukwila and its representatives o Matt North (KPG-Resident Engineer) o Alexa Henry (Construction Services) o Ed Wagner (Lead Inspector) o Ray Larson (City of Tukwila -Project Manager) • KPG Design o William R. Edralin (Design Engineer/Final Stamp) 3 9708 'Fax 377-0:'09 9 !_a .::.,.a fir:.:- W:• Vi i.- F10 95 MARSHBANK CONS1RUC i iO(\ -9t rL r .'7 t ' f f L> h.,1R rwc . . Relevant Timeline of Events: On March 3, 2021, Marshbank visited the site for initial locate boundary markings. Once onsite it appeared that a potential scaling issue was present for the sidewalk area regarding the bioretention zone after a cursory site walk. Marshbank requested a meeting for an onsite visit with KPG/City of Tukwila to discuss existing conditions in contrast to the plans. This meeting was held on March 4, 2021 and present for this meeting was Rob Gammell (MCI PM), Ernie Hinds (MCI Superintendent), Ed Wagner (KPG Lead Inspector), Matt North (KPG, RE), Ryan Larson (Tukwila PM). Marshbank brought to attention questions about the design vs actual field conditions before mobilization occurred. Marshbank agreed to follow up immediately with an RFI illustrating the issues combined with site photos. The same day as March 4, 2021, Marshbank sent an immediate RFI (#011) identifying both differing site conditions along with photos for easy interpretation of the issue. Specifically showing how the as -bid detail showed an existing 6" concrete area for doweling into a planned vertical wall appeared to be a thin questionable condition asphalt present. This was in addition to a horizontal issue for existing sidewalk area in regards to tree pits not able to retain a permanent 6' walkway. No immediate answer or timeline for redesigning the section of work "bioretention sidewalk area" was given. Marshbank was not notified to delay mobilization in any manner at this time and mobilizes for work on March 8, 2021. As Marshbank is in the process of mobilizing equipment and laying out sawcut behind the survey pins per plan. It appeared onsite that another vault lid was in the center turn lane absent of definitive markings where future storm is to be installed. This did not have sufficient informative locate marks to Marshbank's acceptance and another locate specific call via 811 is generated by Marshbank to clarify the identifiers. Marshbank brought to KPG's attention the locate paint indicating a communication line roughly 3' wide in the future storm alignment which is not shown on the plan documents. In expedited fashion and on the same day Marshbank immediately sent an RFI (#014) requesting direction and alerting KPG of the "time sensitive issue". KPG responds at 4:44 pm with a direction of a work stoppage order and consider this a response to RFI #014. This resulted in added potholes directed by KPG for further design investigation. Both the issue of the sidewalk bioretention area needing to be redesigned and the gravity/force main activity resulted in work stopping design issues which kept Marshbank from being in any manner productive. This displaced the crew, and focused on potholing both overstaffed and inefficient while sacrificing concurrent work as bid. The first weekly meeting is attended virtually by the project team and Marshbank transmitted serial letter #05 on the same day March 9, 2021 which formally notified KPG and the City of Tukwila of the communication line differing site condition present. The intent of this notification in conjunction with the discussion in the weekly meeting was to alert KPG/Tukwila of the various design issues brought forward and how Marshbank intends to track these issue(s) via force account until production work as bid can be realized. Marshbank made sure to state in serial letter No. 5 the issue of bid item potholing due to the changed conditions for critical stoppage. As detailed in said serial letter for the crew being dedicated for potholing materially changed the way we priced and the quantity of each pothole. 3/9/2021 — Complete loss of production. After the work stopping direction, crew exclusively worked on all potholes including added quantities never quantified in the per each proposal price. Marshbank bid the project to concurrently sawcut with slurry collection laborers (MCI crew members) while hardscape was being stripped and hauled off to waste site. This would allow clear and unobstructed access for (1) vactor truck to pothole the proposal quantity (6). Marshbank thus had to pivot from this means and methods to a focused (5) man crew exclusively on —13 potholes and a minimum sawcut charge. The following remaining timeline dates have been itemized for ease of reading. 3/10/2021 — Complete loss of production. KPG responds to RFI (#014) stating that KPG understands they have added potholes and will agree to track for fair and equitable agreement. By 2:56 pm Marshbank provides all data from potholing as directed via email. ,70 96 MARSHBANK CONSTRUCTION • 3/11/2021 — Complete loss of production and displaced crew. 3/11/2021 (10:08am) -Marshbank provides surveyor rates for T&M for KPG's records. 3/11/2021 (10:36am) — KPG send redesign plan requesting rapid scheduling of survey and saw -cutting. 3/12/2021 — Complete loss of production and displaced crew. 3/15/2021 — Small crew supporting survey with traffic control and assisting layout for saw -cutting the next day. Complete loss of any critical path work. 3/16/2021 — Complete loss of production. Crew beginning to assist saw -cutting out of sequence, no work completed in the manner bid. 3/17/2021 — Complete loss of production and working on track force account as accepted forward price still outstanding. Crew began hardscape stripping and excavation for structure #25. Encountered a 4" potentially known (KPG Plan Set show FO) in the area of excavation in direct conflict with the structure/shoring box. Seemingly from the redesign shifting from a clear separation to overlap of said conduit. 3/17/2021 — Related to RFI and initial pricing sent for the redesign Marshbank encounters sand encroaching into preliminary excavation. No inspector onsite at this time. Email notification with time and pictures sent to KPG (8:46 am) 3/17/2021 — (9:37 am) Marshbank immediately notifies KPG onsite as well as RFI (#021) 3/17/2021 - (6:21 pm) KPG send email restating onsite discussions for tracking the entire day as lost production and reimbursement via force account. "The storm work on East Marginal Way is on hold until further notice." 3/18/2021 - No production. Equipment on standby. 3/19/2021 - No production. Equipment on standby. 3/19/2021 — Marshbank's baseline schedule approved "NET" 3/22/2021 — Stand by until further notice. 3. The estimated dollar cost, if any, of the protested Work and a detailed breakdown showing how that estimate was determined. In an effort to expedite this cost issue Marshbank has detailed the immediate impacts to only Project Manager, Project Engineer, and halftime Superintendent. See attached daily breakdown showing $2,194.25 (1,675 with markup). These rates should match the presented office rates priced for comparison purposes to the first redesign Priced Change Order. If this cannot be agreed upon Marshbank reserves its rights to realize the full impacts i.e., Superintendent salary, office manager, office rental, ownership costs, clerical/timekeeping, vehicles, liability insurance, supplies, utilities etc. and continue the protest. Marshbank requests $86,640.17 to cover direct costs beginning March 9, 2021 through March 17, 2021. Additionally, Marshbank is providing a charged rate effective March 18, 2021 of a daily rate of $1,112.35 for equipment per day and $2,194.25 for office overhead per day for unrealized non -working equipment staged on this project and overhead costs being incurred by Marshbank Construction. The daily cost including both equipment standby and management is $3,306.60. These costs will be incurred daily until work is able to be performed per production and schedule. Marshbank will be billing An Ecittal ()pportoriw.):t-;' alr ove Ph, 3'77 n7O8 Fax 13 -, L71S�_�w,r��n:5 ,,;r_, 's�,'�b 97 MARSHB ANK CONSTRUCTION DEE " 1,' each of the calendar days affected this daily rate. As of our goal of resuming changed work April 5, 2021, yields (12) workable calendar days have elapsed totaling $39,679.20. This cost is ongoing and is not captured in the above sum until resolution and agreement for work to begin. As this is design delay is ongoing and the schedule impacts cannot be fully realized until production work begins including any added long lead supplier items such as structures the resulting schedule impacts are not known. BioClean charges $2,982.00 storage fees per month beginning April 1St. These costs will be bore by KPG/City of Tukwila along with the two cancellation charges outlined in the daily sheets. As of April 5, 2021 City responsibility of costs: 3/09/2021 to 3/17/2021 - Impacts $86,640.17 3/18/2021 to 4/02/2021 - Daily Standby $39,769.20 BioClean Storage — April 1St Charge $2,194.25. Total Direct Impacts Assumed thru April 2, 2021 $128,513.62. Please note potholing extra work performed on 3/27/21 is not include in this summary as it was separate design informational work with still a loss production day. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. In that these costs are occurring daily Marshbank requests a response by end of day tomorrow. If you have any questions or wish to discuss further please give me a call at your earliest convenience. Sincerely, Rob Gammell Marshbank Construction 98 08 i;? C , ns ; 4%. 98 ;8 MARSHBANK March 22, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 8 Mr. North, The purpose of this letter is for Marshbank Construction, Incorporated (Marshbank Construction) to provide the City of Tukwila and its representatives with supporting documentation to supplement the notice of differing site conditions and our interpretation of direction given by KPG to postpone saw -cutting and tracking efforts during redesign for consequential delays. 1. The date and nature of the protested order, direction, instruction, interpretation or determination Marshbank Construction Inc. (Marshbank) is providing this supplemental information related to serial letter No.005 (Differing Site Conditions). The purpose of this information is to provide all known direct costs associated with this delay arising from March 9, 2021 through March 17, 2021. These costs have been compiled with the expectation for prompt payment related to the issue. The two issues are the bio retention sidewalk area and the storm activity both in redesign and on hold until further notice at the current expense of Marshbank. 2.A full discussion of the circumstances which caused the protest, including names of persons involved, time, duration and nature of Work involved, and a review of the Plans and Contract Provisions referenced to support the protest. Persons Involved: • Marshbank Construction o Rob Gammell (Project Manager) o Ernest Hinds (Superintendent) o Patrick Gleason (Project Engineer) o Chris Rammage. (Foreman) • City of Tukwila and its representatives o Matt North (KPG-Resident Engineer) o Alexa Henry (Construction Services) o Ed Wagner (Lead Inspector) o Ray Larson (City of Tukwila -Project Manager) • KPG Design o William R. Edralin (Design Engineer/Final Stamp) 99 MARSHBANK Relevant Timeline of Events: On March 3, 2021, Marshbank visited the site for initial locate boundary markings. Once onsite it appeared that a potential scaling issue was present for the sidewalk area regarding the bioretention zone after a cursory site walk. Marshbank requested a meeting for an onsite visit with KPG/City of Tukwila to discuss existing conditions in contrast to the plans. This meeting was held on March 4, 2021 and present for this meeting was Rob Gammell (MCI PM), Ernie Hinds (MCI Superintendent), Ed Wagner (KPG Lead Inspector), Matt North (KPG, RE), Ryan Larson (Tukwila PM). Marshbank brought to attention questions about the design vs actual field conditions before mobilization occurred. Marshbank agreed to follow up immediately with an RFI illustrating the issues combined with site photos. The same day as March 4, 2021, Marshbank sent an immediate RFI (#011) identifying both differing site conditions along with photos for easy interpretation of the issue. Specifically showing how the as -bid detail showed an existing 6" concrete area for doweling into a planned vertical wall appeared to be a thin questionable condition asphalt present. This was in addition to a horizontal issue for existing sidewalk area in regards to tree pits not able to retain a permanent 6' walkway. No immediate answer or timeline for redesigning the section of work "bioretention sidewalk area" was given. Marshbank was not notified to delay mobilization in any manner at this time and mobilizes for work on March 8, 2021. As Marshbank is in the process of mobilizing equipment and laying out sawcut behind the survey pins per plan. It appeared onsite that another vault lid was in the center turn lane absent of definitive markings where future storm is to be installed. This did not have sufficient informative locate marks to Marshbank's acceptance and another locate specific call via 811 is generated by Marshbank to clarify the identifiers. Marshbank brought to KPG's attention the locate paint indicating a communication line roughly 3' wide in the future storm alignment which is not shown on the plan documents. In expedited fashion and on the same day Marshbank immediately sent an RFI (#014) requesting direction and alerting KPG of the "time sensitive issue". KPG responds at 4:44 pm with a direction of a work stoppage order and consider this a response to RFI #014. This resulted in added potholes directed by KPG for further design investigation. Both the issue of the sidewalk bioretention area needing to be redesigned and the gravity/force main activity resulted in work stopping design issues which kept Marshbank from being in any manner productive. This displaced the crew, and focused on potholing both overstaffed and inefficient while sacrificing concurrent work as bid. The first weekly meeting is attended virtually by the project team and Marshbank transmitted serial letter #05 on the same day March 9, 2021 which formally notified KPG and the City of Tukwila of the communication line differing site condition present. The intent of this notification in conjunction with the discussion in the weekly meeting was to alert KPG/Tukwila of the various design issues brought forward and how Marshbank intends to track these issue(s) via force account until production work as bid can be realized. Marshbank made sure to state in serial letter No. 5 the issue of bid item potholing due to the changed conditions for critical stoppage. As detailed in said serial letter for the crew being dedicated for potholing materially changed the way we priced and the quantity of each pothole. 3/9/2021 — Complete loss of production. After the work stopping direction, crew exclusively worked on all potholes including added quantities never quantified in the per each proposal price. Marshbank bid the project to concurrently sawcut with slurry collection laborers (MCI crew members) while hardscape was being stripped and hauled off to waste site. This would allow clear and unobstructed access for (1) vactor truck to pothole the proposal quantity (6). Marshbank thus had to pivot from this means and methods to a focused (5) man crew exclusively on —13 potholes and a minimum sawcut charge. The following remaining timeline dates have been itemized for ease of reading. 3/10/2021 — Complete loss of production. KPG responds to RFI (#014) stating that KPG understands they have added potholes and will agree to track for fair and equitable agreement. By 2:56 pm Marshbank provides all data from potholing as directed via email. 100 MARSHBANK 3/11/2021 — Complete loss of production and displaced crew. 3/11/2021 (10:08am) -Marshbank provides surveyor rates for T&M for KPG's records. 3/11/2021 (10:36am) — KPG send redesign plan requesting rapid scheduling of survey and saw -cutting. 3/12/2021 — Complete loss of production and displaced crew. 3/15/2021 — Small crew supporting survey with traffic control and assisting layout for saw -cutting the next day. Complete loss of any critical path work. 3/16/2021 — Complete loss of production. Crew beginning to assist saw -cutting out of sequence, no work completed in the manner bid. 3/17/2021 — Complete loss of production and working on track force account as accepted forward price still outstanding. Crew began hardscape stripping and excavation for structure #25. Encountered a 4" potentially known (KPG Plan Set show FO) in the area of excavation in direct conflict with the structure/shoring box. Seemingly from the redesign shifting from a clear separation to overlap of said conduit. 3/17/2021 — Related to RFI and initial pricing sent for the redesign Marshbank encounters sand encroaching into preliminary excavation. No inspector onsite at this time. Email notification with time and pictures sent to KPG (8:46 am) 3/17/2021 — (9:37 am) Marshbank immediately notifies KPG onsite as well as RFI (#021) 3/17/2021 - (6:21 pm) KPG send email restating onsite discussions for tracking the entire day as lost production and reimbursement via force account. "The storm work on East Marginal Way is on hold until further notice." 3/18/2021 - No production. Equipment on standby. 3/19/2021 - No production. Equipment on standby. 3/19/2021 — Marshbank's baseline schedule approved "NET" 3/22/2021 — Stand by until further notice. 3. The estimated dollar cost, if any, of the protested Work and a detailed breakdown showing how that estimate was determined. In an effort to expedite this cost issue Marshbank has detailed the immediate impacts to only Project Manager, Project Engineer, and halftime Superintendent. See attached daily breakdown showing $2,194.25 (1,675 with markup). These rates should match the presented office rates priced for comparison purposes to the first redesign Priced Change Order. If this cannot be agreed upon Marshbank reserves its rights to realize the full impacts i.e., Superintendent salary, office manager, office rental, ownership costs, clerical/timekeeping, vehicles, liability insurance, supplies, utilities etc. and continue the protest. Marshbank requests $86,640.17 to cover direct costs beginning March 9, 2021 through March 17, 2021. Additionally, Marshbank is providing a charged rate effective March 18, 2021 of a daily rate of $1,112.35 for equipment per day and $2,194.25 for office overhead per day for unrealized non -working equipment staged on this project and overhead costs being incurred by Marshbank Construction. The daily cost including both equipment standby and management is $3,306.60. These costs will be incurred daily until work is able to be performed per production and schedule. Marshbank will be billing 101 MARSHBANK each of the calendar days affected this daily rate. As of this letter March 22, 2021, (3) workable calendar days have elapsed totaling $3,337.05. This cost is ongoing and is not captured in the above sum until resolution and agreement for work to begin. As this is design delay is ongoing and the schedule impacts cannot be fully realized until production work begins including any added long lead supplier items such as structures the resulting schedule impacts are not known. BioClean charges $2,982.00 storage fees per month beginning April lst. These costs will be bore by KPG/City of Tukwila along with the two cancellation charges outlined in the daily sheets. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. In that these costs are occurring daily Marshbank requests a response by end of day tomorrow. If you have any questions or wish to discuss further please give me a call at your earliest convenience. Sincerely, Rob Gammell Marshbank Construction 102 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/*05106 / DBE/MBE No. D1M0011507 March 9, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Differing Site Conditions Serial Letter No. 5 Mr. North, The purpose of this letter is for Marshbank Construction, Inc. (Marshbank Construction) to provide the City of Tukwila with formal notice pursuant to specification 1-04.7 — Differing Site Conditions. The changed condition is preventing Marshbank Construction from proceeding with scheduled Contract Work. On March 8, 2021 Marshbank alerted onsite representatives from KPG and sent an immediate RFI, (RFI 014) regarding the discovery via locate paint, of an assumed communication duct bank running north and south potentially resulting in conflicts for the first order of work activities. Marshbank Construction's schedule shows potholing and excavation in the first week. The three-week look ahead provided Friday (March 5, 2021) before any known issues illustrated a more detailed breakdown of work including saw -cutting beginning March 9, 2021 and related prep work for the storm activity. Based on the email direction received from KPG yesterday at 4:44 pm, Marshbank was instructed to postpone saw -cutting the trench in its entirety in direct contrast to how Marshbank bid the project. Marshbank had to adjust the saw -cutting activity entirely to focus on potholing per direction for furnishing information to KPG designers. (March 8, 2021 email 4:44 pm) Marshbank did not price each pothole (6) per proposal quantity for specialty sawcut minimum footages, opposed to economy of scale in slurry and dump daily charges, and should have been able to remove hardscapes directly behind the saw -cutting activity. Marshbank has missed the opportunity to utilize the crew with concurrent work including to tandem walk behind saws and a Marshbank employee behind each for slurry collection, as the hardscape employees remove the top layers to subgrade ahead, during, and beyond the vactor truck potholing. Marshbank under direction and approval by KPG has identified (13-14) potholes at the time of writing this letter or 233% of the bid proposal that are desired for information at this time. Marshbank did not realize this in their bid price. This change affects items including but not limited vactor time, distance, dump quantity, crew size, inefficiency, equipment standby, and all associated lump sum or fixed costs related to a working day. Marshbank Construction continues to await direction from the City of Tukwila as it relates to this issue. Marshbank understands the City of Tukwila and its representatives are working to provide direction. Once direction is received, Marshbank Construction will provide pricing for this change in a timely manner related to any design changes. As this work is changing daily, Marshbank Construction will track its direct costs associated with this change, on daily force account sheets and will submit to the City of Tukwila for reimbursement. Please let us know immediately if there are any objections to this. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. An Equal Opportunity Employer Ph. (425) 377-9708 / Fax (425) 377-0709 PO Box 97, Lake Stevens WA 98258 103 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/*05106 / DBE/MBE No. D1M0011507 Should you have any questions, I can be reached by phone at (425) 209-8225 Sincerely, Digitally signed by Robert Gemmell Date: 2021.03.09 11:07:19-08'00' Marshbank Construction Inc. An Equal Opportunity Employer Ph. (425) 377-9708 / Fax (425) 377-0709 104 PO Box 97, Lake Stevens WA 98258 Rob Gammell From: Matt North <matt@kpg.com> Sent: Monday, March 8, 2021 4:44 PM To: Rob Gammell; Alexa Henry; Ed Wagner; Ernie Hinds; Jacob Williams; Jeff Heglund; Patrick; Ryan Larson; Chris Rammage; Jason Tesdal; Daniel Clark; Nelson Davis; Ray Edralin Cc: Kenton Wilde Subject: RE: EMWO: RFI 014 Attachments: RFI 014 - Comm Line Locate Present.pdf; IMG_5114 jpg; IMG_5117jpg; IMG_5118 jpg Importance: High Hello Rob, Please postpone your saw -cutting as planned for tomorrow, keep the camera install on track at the intersection of S 81' PI with Service Electric as planned. The unknown Zayo lines in the center lane raise caution as indicated in the RFI as potential conflicts to the modular wetland structure #100. Pothole the Zayo lines to be tracked as per each BI#42 to determine width and depth, report data to KPG so that KPG Design has information. Additional potholing for this unknown Zayo line is acceptable and needed for determining additional actions for the issued RFI #14. Once pothole data is received, KPG can advise and respond to the RFI. I have change the subject line of this incoming email for tracking purposes to reference RFI #14. Contact me with any questions or concerns on this direction. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 3 KPG 30 1.fAMSTEMB From: Rob Gammell <rob@marshbankconst.com> Sent: Monday, March 8, 2021 3:07 PM To: Matt North <matt@kpg.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com> 1 105 Rob Gammell From: Matt North <matt@kpg.com> Sent: Wednesday, March 17, 2021 6:21 PM To: Patrick; Rob Gammell Cc: Ernie Hinds; Ed Wagner; Alexa Henry; Ray Edralin; Jeff Heglund; Ryan Larson Subject: RE: EMWO RFI 021 - 4 Inch Steel Conduit in Conflict with CB 25 - initial RFI response Follow Up Flag: Follow up Flag Status: Flagged Patrick & Rob, As you are aware from onsite discussions, and following emergency locate of the 4 Inch Steel Conduit, is in Conflict with CB 25 and structure #100. KPG will be reviewing the design, and Marshbank will need to go on standby for the storm work revisions until further notice. Today as discussed will all be tracked as force account. Design is feverishly working on a solution to the newly found line. The pothole of the structure #100 for tomorrow has been canceled. The 4" line does continue on to parallel the Structure #100 to the east, and the Zayo line on the west side only looks to have 9ft of separation. The shoring box to fix the structure #100 is needed as 12 to 13ft by 20 feet long. With the newly found unmarked & unknown line, KPG does not see the structure #100 fitting in the window of space per the current design. The storm work on East Marginal Way is on hold until further notice. Contact me with any questions or concerns to this initial RFI #21 response. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com KPG 3D)EA SSTRIAE From: Patrick <Patrick@marshbankconst.com> Sent: Wednesday, March 17, 2021 9:40 AM To: Matt North <matt@kpg.com>; Ed Wagner <edw@kpg.com>; Alexa Henry <alexa@kpg.com>; Ray Edralin <ray@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Ryan Larson <Ryan.Larson@TukwilaWA.gov> 1 106 Cc: Rob Gammell <rob@marshbankconst.com>; Ernie Hinds <ernieh@marshbankconst.com> Subject: EMWO RFI 021 - 4 Inch Steel Conduit in Conflict with CB 25 See attached RFI 021, this is urgent as we have core drillers scheduled for the connection into CB 34 at 11:00 AM. Please provide direction as soon as possible. Thank you, Patrick Gleason Project Engineer Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 754-3085 Cell (425) 377-9708 Office (425) 377-0709 Fax 2 107 108 DAYS DIRECTLY IMPACTED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED ESC LUMP SUM ITEM NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED PROJECT TTC NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 $ 12,310.06 $ 10,972.37 $ 5,565.51 $ 5,565.51 $ 7,700.23 $ 6,185.05 $ 12,481.69 TOTAL $ 60,780.42 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 TOTAL $ 1,750.00 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 1250 1250 1250 1250 1250 1250 1250 TOTAL $ 8,750.00 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 TOTAL $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 15,359.75 Grand Total 3/9 thru 3/17 $ 86,640.17 109 110 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Cord Lk A4ARSNCH05106 / BBE/MBE No. 01,N10.1307 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA LJ LT U RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 JUSTIN TRUMAN DUMP 1.5 $ 83.50 $ 112.37 $ 125.26 CAMERON HILL VACT 6.5 $ 84.94 $ 114.50 $ 552.09 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,549.80 $ 1,029.44 $ 71.00 $ 4,650.24 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 4 $ 115.22 $ 26.26 $ 460.88 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Si' 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0061 6X4 18YD 70KGVW 1.5 $ 73.36 $ 12.76 $ 110.04 MCI -0061.5 14.5-13 1.5 $ 15.63 $ 4.42 $ 23.45 MCI -0080* 320 Vactor Truck 6.5 $ 141.53 $ 58.53 $ 919.95 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT MATERIALS MATERIALS / SERVICE DESCRIPTION SUBTOTAL - EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL / SERVICE QUANTITY UNIT PRICE $ 3,340.64 $ 701.53 $ 4,042.17 DOLLAR AMOUNT Vactor Dump VPC 1 EA 110.00 $ 110.00 RCSTC for Pothole Backfill 29.58 TON 8.50 $ 251.43 Sawcut for potholes 1 LS 2,628.36 $ 2,628.36 The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ 2,989.79 $ 627.86 $ 3,617.65 $ 12,310.06 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 12,310.06 111 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lc. MARSHC/.05106/ !MEW E No. 011.011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 CAMERON HILL VACT 8 $ 84.94 1.5 $ 114.50 $ 851.25 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 4,413.04 $ 1,279.78 $ 88.26 $ 5,781.08 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0080* 320 Vactor Truck 8 $ 141.53 $ 58.53 $ 1,132.24 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 SUBTOTAL EQUIPMENT OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 3,880.32 $ 814.87 $ 4,695.19 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT Vactor Dump VPC 1 EA 110.00 $ 110.00 Cancellation Fee Mid Structure 1 LS 300.00 $ 300.00 LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ 410.00 $ 86.10 $ 496.10 $ 10,972.37 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - I SHEET TOTAL: $ 10,972.37 112 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM. LM. MARSRLI,51. I' OBEAVE. OW(1011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT D RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 $ - $ - $ $ - $ - $ - $ - $ - $ SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,561.79 $ 1,032.92 $ 71.24 $ 4,665.94 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 24.08 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Shi 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Shi 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0061 6X4 18YD 70KGVW $ 73.36 $ 12.76 $ - MCI -0061.5 14.5-13 $ 15.63 $ 4.42 $ - MCI -0080* 320 Vector Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 743.44 $ 156.12 $ 899.56 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL- MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ $ - $ - $ 5,565.51 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 5,565.51 113 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM. LM. MARSRLI,51. I' OBEAVE. OW(1011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT D RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 $ - $ - $ $ - $ - $ - $ - $ - $ SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,561.79 $ 1,032.92 $ 71.24 $ 4,665.94 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 24.08 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Shi 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Shi 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0061 6X4 18YD 70KGVW $ 73.36 $ 12.76 $ - MCI -0061.5 14.5-13 $ 15.63 $ 4.42 $ - MCI -0080* 320 Vector Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 743.44 $ 156.12 $ 899.56 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL- MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ - $ - $ - $ 5,565.51 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 5,565.51 114 MARSH BANK SHEET NO: CONSTRUCTION CO, Lac. MAPSHCl.0.5706 / OBE/MBE No. 01M0011507 20118-01 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA • LT • RT Prime Contractor: MCI Sub -Contractor: NAME OCCUPATION LABOR STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 1,839.28 $ 533.39 $ 36.79 $ 2,409.46 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12" STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL - EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 2,748.08 $ 577.10 $ 3,325.18 MATERIALS / SERVICE Subcontractors QUANTITY UNIT PRICE DOLLAR AMOUNT Northline Survey CO#1 1 LS 1,755.00 $ 1,755.00 The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 12% MATERIALS/SERVICE TOTAL TOTAL: $ 1,755.00 $ 210.60 $ 1,965.60 $ 7,700.23 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - I SHEET TOTAL: $ 7,700.23 115 MARSHBANK SHEET NO: CONSTRUCTION CoralLic MARS110,05106. OBE/MBE Mo_ 01M001150] 20118-01 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6(1) 2020 ADDITION 2.00% LABOR TOTAL $ 2,183.11 $ 633.10 $ 43.66 $ 2,859.87 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 2,748.08 $ 577.10 $ 3,325.18 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ $ $ $ - - 6,185.05 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - - I SHEET TOTAL: $ 6,185.05 116 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Carel. bo. MAHSHCI.06/06/OBE/MBE No. O>M0011607 Project Name: Item No.: EMWO5TOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAM MAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 PAM ERICSON DUMP 6.5 $ 83.50 $ 112.37 $ 542.78 JSUTIN TRUMAN DUMP 6.5 $ 83.50 $ 112.37 $ 542.78 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 4,647.35 $ 1,347.73 $ 92.95 $ 6,088.03 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box" 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0075 DROP 480 6.5 $ 30.32 $ 8.54 $ 197.08 MCI -0076 4X2 25KGVW DSL 6.5 $ 29.75 $ 5.04 $ 193.38 MCI -0061 6X4 18YD 70KGVW 6.5 $ 73.36 $ 12.76 $ 476.84 MCI -0061.5 14.5-13 6.5 $ 15.63 $ 4.42 $ 101.60 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 3,716.98 $ 780.57 $ 4,497.55 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT CSBC for Directed Backfill of Trench 90.74 TON 8.50 $ 771.29 Short Load Dirt Dump 13.05 TON 15.00 $ 195.75 Asphalt & Concrete Dump 20 CY 15.00 $ 300.00 CANCELLATION FEE MOD STRUCTURE 1 LS 300.00 $ 300.00 LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL - MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ 1,567.04 $ 329.08 $ 1,896.12 $ 12,481.69 TAX PERCENTAGE MTRL 0 00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 12,481.69 117 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lia. MARSH,05105 / 013.013E Na. OIM0011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20118 Date: Description of Work: BY DAILY EQUIPMENT STAND LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE $ 89.76 $ 122.51 $ - ROYCE JOHANNES OPER $ 86.17 $ 112.35 $ - WILLIAM LINDSTROM PIP $ 63.01 $ 86.63 $ - WILLIAM WATKINS GEN $ 61.83 $ 84.90 $ - TAYLOR KILLIAN LAB60 $ 42.98 $ 56.82 $ - TIMOTHY PELTIER OPER $ 86.17 $ 112.35 $ - PAM ERICSON DUMP $ 83.50 $ 112.37 $ - JSUTINTRUMAN DUMP $ 83.50 $ 112.37 $ - SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ - $ - $ - $ - EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL $ 15.36 $ 3.01 $ - MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0075 DROP 4 80 6.5 $ 30.32 $ 8.54 $ 55.51 MCI -0076 4X2 25KGVW DSL 6.5 $ 29.75 $ 5.04 $ 32.76 MCI -0061 6X4 18YD 70KGVW 6.5 $ 73.36 $ 12.76 $ 82.94 MCI -0061.5 14.5-13 6.5 $ 15.63 $ 4.42 $ 28.73 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21 % EQUIPMENT TOTAL $ 919.30 $ 193.05 $ 1,112.35 MATERIALS MATERIALS / SERVICE DESCRIPTION I SERVICE QUANTITY UNIT PRICE DOLLAR AMOUNT TON $ - TON $ - CY $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL - MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ $ - $ - $ 1,112.35 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ 1 SHEET TOTAL: $ 1,112.35 118 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Page 1 03/22/2021 14:05 Cost for Item 460 Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Mat1/Exp Ment Contract Total BID ITEM = 460 CLIENT# = 46 Description = DAILY MANG COST Unit = DAY Takeoff Quan: 1.000 Engr Quan: 1.000 10001 ADDITIONAL MANAGEMENT -TRACKING CHAN Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed SUP01 Superintendent 8.00 CH Prod: 1.0000 S Lab Pcs: 2.50 Eqp Pcs: 2.50 8TRPU Pickup 2.00 16.00 HR 15.330 245 245 8TRSUPT Truck-Supt.-PM-Est.(No 0.50 4.00 HR 17.520 70 70 SUG Superintendent -(General) 0.50 4.00 MH 66.520 402 402 SUPENG Project Engineer 1.00 8.00 MH 37.000 412 412 SUPM Project Manager 1.00 8.00 MH 50.500 546 546 $1,674.70 20.0000 MH/LS 20.00 MH [ 966.08 ] 1,359 315 1,675 > Item Totals: 460 - DAILY MANG COST $1,674.70 20.0000 MH/DAY 20.00 MH 1,674.700 1 DAY [ 966.08 ] 1,359 1,359.34 315 1,675 315.36 1,674.70 $1,674.70 *** Report Totals *** 20.00 MH 1,359 315 1,675 119 NNorthLine Surveying Surveying Surveying and Construction Technologies 2025 Riverside Drive, Suite D Mount Vernon, WA 98273 Bill To Marshbank Construction Po Box 97 Lake Stevens, WA 98258 Invoice Date 3/17/2021 Invoice # 21.09-01 Project Name 21.09 East Marginal Way Outfall Storm... GC Proj. # NLS Proj. # 21-09 Contract # Bid Item Construction Surveying Control Site Preparation Staking Storm Staking Scope Establish Survey Control Project Network Site Preparation Staking Storm Staking Bid Item: LS Value 918.00 432.00 1,782.00 5,400.00 Prev. % Prev. Amt Total % 100.00% 100.00% 50.00% 41.50% Current Co... 918.00 432.00 891.00 2,241.00 Change Order #01 Storm Revisions --- CHANGE ORDER --- March 17, 2021 > Added 1 Change Order #01. (+$1,755.00) > Added 1 Change Order #02. (+$1,200.00) Total change to estimate +$2,717.50 -------------- Retention (5%) 1,755.00 100.00% 1,755.00 3,996.00 -199.80 120 Total Payments/Credits 1 Balance Due $3,796.20 $0.00 $3,796.20 Salinas Sawing & Sealing, Inc. 7804 40th Ave W. Mukilteo, WA 98275 Bill To MARSHBANK CONSTRUCTION P.O. BOX 97 LAKE STEVENS, WA 98258-0097 Invoice D Invoice # 3/9/2021 33689 Ship To E. MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT CITY OF TUKWILA MCI PROJECT 20118 PR -1729 P.O. No. Terms Due Date Project Our Job, No. Net 30 4/8/2021 21-9415 E. Marginal Way,.. 21-9415 Item Description Quantity Rate ' Amount 300 Asphalt Demo- 9" 228 2.34 533.52 600 Concrete Demo- 7" (16" TD) 228 4.90 1,117.20 825 Standby Time Per Hour 1.5 120.00 180.00 300 Asphalt Demo- 9" 86 2.34 201.24 600 Concrete Demo- 7" (16" TD) 86 4.90 421.40 750 Slurry Vacuum Equip & Disposal 175.00 175.00 Work Completed 03/09/2021 (W.O. 53197) Office:(425) 745-0706 Fax:(425) 745-0628 Total $2,628.36 121 Bid Item Description Quantity Unit Amount 2 Temporary Water Pollution/Erosion Control 1 LS $15,000.00 Initial TESC setup 1 LS $5,000.00 TESC Daily Rate 60 Day $166.67 5 Project Temporary Traffic Control 1 L5 $75,000.00 Initial traffic control set up 1 LS $15,000.00 Traffic control daily rate 60 Day $1,000.00 6 Removal of Structures & Obstructions 1 LS $20,000.00 Saw cutting 2+25 - 15+30 1 LS $8,000.00 Removal of hardscapes 2+25 - 15+30 1 LS $4,000.00 Saw cutting 16+80 - 21+10 1 LS $4,000.00 Removal of hardscapes16+80 - 21+10 1 LS $4,000.00 39 Pump Station Complete 1 LS $80,000.00 Excavation, grading, and installing structure 19 1 LS $45,000.00 Procurement of electrical components 1 LS $22,500.00 Instillation of conduit boxes and wiring 1 LS $7,500.00 Training for pump station 1 LS $5,000.00 40 Stormwater Media Filer 1 LS $65,000.00 Excavation, grading, and installing structure 100 1 LS $60,000.00 Instillation of modular wetland media 1 LS $5,000.00 43 Traffic Signal Modifications 1 LS $21,200.00 Procurement of materials 1 LS $2,120.00 Instillation of materials 1 LS $20,000.00 77zatt 71,ClntC 03/04/2021 122 Reviewer Comments: Lump Sum Breakdown is approved for items included within. Additionally, bid item #3 for "mobilization" will be processed per WSDOT Spec 1-09.7 Submittal Approval Codes NET - No Exceptions Taken RAR - Revise and Res&imrt X CA - Conditionally Approved, See Comments CA - Conditionally Approved, Make Corrections REJ - Rejected See Comments 77zatt 71,ClntC 03/04/2021 122 Reviewer Comments: Lump Sum Breakdown is approved for items included within. Additionally, bid item #3 for "mobilization" will be processed per WSDOT Spec 1-09.7 Cc: Kenton Wilde <Kenton@marshbankconst.com> Subject: RE: EMWO: Weekly Progress Meeting - Link to MS Teams meetings. Importance: High Please see attached RFI 014. This is time sensitive by tomorrow a.m. Photos attached for reference. Thank you Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax 2 123 Rob Gammell Subject: FW: BIO CLEAN STORAGE From: Daryl.Clark@Ferguson.com <Daryl.Clark@Ferguson.com> Sent: Thursday, March 18, 2021 4:18 PM To: Patrick <Patrick@marshbankconst.com> Cc: Rob Gammell <rob@marshbankconst.com>; PANDORA_6@MSN.COM Subject: BIO CLEAN STORAGE Patrick, I guess there serious about storage. I thought a few hundred bucks. See below Bio Clean comments. Also a $300 double cancellation fee to the owner. Please advise on PO or cost code to use for billing. Thank you. Daryl Clark Hope you are doing well. The East Marginal Way Outfall shipment has been cancelled a couple times this month. We do not have room to store this unit after 30 days from completion, which would be March 24th. Will the contractor be able to take this unit by March 31st? We will need to begin charging storage fees of $2982 per month on April 1st. Hopefully the fees can be avoided by the contractor taking the unit before March 31st. Thanks for your help. BiowClean A twtrra Cly Jeff Pierce Regional Sales Manager Pacific Northwest 1 124 MARSHBANK CONSTRUCTIC i�rti,or`i.�r '�G �??[-��<Itt 'Uo. D April 2, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 7.1 Mr. North, Marshbank Construction Inc. (Marshbank) is providing the following Change Order Proposal for your consideration. This proposal is associated with the revised design change (EMWO Design Issue, FWD 001.1) received via email from KPG on 3/29/2021. Design Change EMWO - Proposal Breakdown: • Replacing Monument o Removal and reinstallation of survey monument adjacent to Structure #19. This is an activity taking place post paving, includes coring sub, purchase of monument related construction materials, labor, trucking, applicable dump fees. • $4,282.00 • Added Striping Install/Removals and Subsequent Layout o The FWD design alignment shifted work activities into previously unaffected channelization requiring new RPM'S, removal for saw -cutting, and added layout for striping otherwise not contemplated in our original bid proposal. Includes labor, subcontractor's added costs, small tools, and applicable dump fees. • $ 3176.00 • Modular Structure Relocation/Added Saw-cutting/Safety Shoulder o This incorporates added saw -cutting and additional hardscape removals for the modular structure restricted to actual affected area by pipe or structure/shoring (#100). If any hardscapes outside of the area are determined not suitable to remain, this work is expected to be measured and paid per bid item at the same time Marshbank is onsite concurrently working. Additionally, this change has the potential to construct a safety shoulder of rock (20 tons) assumed, sacrificial material, as the proximity of the live lane with traffic is closure to the trench than originally designed. • $26,050 • Additional Days/Overhead o (6) Added working days needed to facilitate these changes. This covers additional management overhead for the added days, project oversight, schedule updates, supplier coordination, etc. • $10,708.00 • Structures 21, 24, 25 and added 4' of trench width and Incidentals o From the STA 11+21 to 12+57, this design change added —4' width to a trench excavation bid at —2.5 for the 4" force main. This price compensates —136 LF of increased incidentals to the trench section. Specifically, pipe zone bedding, excavation of hardscapes, haul, and backfill. Original structures #25, #24, and #21 have been either deleted or adjusted resulting in (2) new structures being ordered and dump fees calculated for the original structures. The pricing accounts for the additional hardscapes removal in this area not quantified in our original bid price. • $10981.00 v 98 125 MARSHBANK • Structures #25 - #34 Restoration o This pricing replaces the temporary filling of CSBC previously paid on SL 8.1 to prep and remove for bid item hardscape restoration. ■ $2,036.00 Bid Item #2 ESC (Lump Sum Item) - $1,500 (Daily Lump Sum rate multiplied by 6) Bid Item #5 PTTC (Lump Sum Item) -$7,500 (Daily Lump Sum rate multiplied by 6) FWD 001.1 Total $64,668.41 Additional LS items - $9,000 Marshbank offers a price of $71,075.00 related to FWD 001.1. This price includes all itemized pricing breakdowns above to capture all changes based on the design change presented on 3/29/21. At this time Marshbank is excluding both pothole restoration outside of affected areas within the old alignment and the sealing of existing sawcut until a time where direction and procedure can be evaluated and agreed upon for both feasibility and longevity. Please note the pipe removal item (below) is a unit -based item to be used as encountered and within the language specified. KPG is to use this unit price to create an additional unit price bid item for pipe removal if encountered. • Pipe Removal Per Foot o Marshbank is using 100' feet as a quantity guideline as this amount cannot be quantified with this change accurately. This pricing includes excavation of 12" PVC/Concrete conflicting nonactive pipe within the neat line of proposed storm excavation. The pricing reflects our assumption that the entire pipe does require CDF filling. Marshbank will grout any open ends. If a full pipe fill is required this would be a change to this pricing. The minimum footage for payment if pipe is encountered will be 20' for this pricing to be acceptable. ■ $66.80 Per LF Below is a list of assumptions • Marshbank has approval to continually take the three middle lanes day and night as this work has pushed edges and cuts towards to outside of lane lines. If permissions are revoked for any reason, current traffic control pricing will no longer be valid. Repricing and any stoppage as a result of this could become costly. • As the hatches and lids have moved, any alignment or wheel path issues is accepted and City of Tukwila has ownership of the design. • Marshbank makes no warranty that the note "SET MODULAR WETLAND AS NEAR AS PRACTICAL" to field fit works with current design changes and any issue arising from structure #100 will be tracked daily including any work stoppages as well as City of Tukwila accepts risk of pipe alignment/angles with this note_ • Encountered utility sand encroaching as a result of proximity of Zayo comm line will be tracked via force account and any loss production. • Encountered sand undermining adjacent roadway and additional "T -Cut" or restoration will be directed by KPG/Tukwila and tracked via force account. • Marshbank is not liable for any design that increased the max tolerance of allowed deflection for the approved piping. • Any supporting of the comm line will be tracked via force account. • All Concrete Panel replacement is per bid item • All HMA replacement is per bid item • Backfilling structure #100 area with CSBC paid per ton except safety buffer. d . a 126 MARSHBANK CONSTRUCTION • Pipe removal is paid per newly created bid item with a minimum of 20' if encountered for payment. • If unsuitable is encountered in this area any unsuitable is replaced via CSBC per ton related to 7-08.3(1)A. Marshbank requests a change order be written in the amount of $74,818.00 and a unit price bid item created for pipe removal to be used if and when encountered. Marshbank requires an additional (6) working days to complete this change. Should you have any questions regarding this serial letter please contact me at (425) 209-8225 Regards, Rob Gammell Marshbank Construction Inc. ual c9ppc+l.un I r Litiplcyer 3 i,l.' 377 -0709 ns wA C.1.8258 127 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Page 1 04/02/2021 14:45 Cost for Item 450 Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 450 CLIENT# = 45 Description = PCO --DESIGN CHANGE 3-30-21 REVISED Unit = LS Takeoff Quan- 1.000 Engr Quan: 1.000 2440 REPLACING MONUMENT AND MATERIALS/SUR Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed PIADJ Adjust to grade crew 4.00 CH Prod: 4.0000 CH Lab Pcs: 2.00 Eqp Pcs: 3.00 2SA008 Monument@110% 1.00 1.00 EA 350.000 385 385 4SAW Sawing sub 1.00 1.00 EA 500.000 500 500 4SURVY Survey sub 1.00 1.00 LS 2,500.000 2,500 2,500 8BA416B Backhoe -420 - 3017 1.00 4.00 HR 40.140 161 161 8C0160 Air Compressor 160 cfm 1.00 4.00 HR 16.200 65 65 8TRFRMN Foremans Truck w/tools 1.00 4.00 HR 17.520 70 70 LABPL PipeLayer-Gr Checker (Gro 1.00 4.00 MH 40.770 249 249 OPF Operator -(Foreman) 1.00 4.00 MH 54.520 352 352 $4,281.69 8.0000 MH/LS 8.00 MH [ 381.16 ] 601 385 295 3,000 4,282 ii010 STRIPING CHANGES Quan: 1.00 DAY Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed EAEX02 200 Exc, Grade Chkr 4.00 CH Prod: 0.5000 S Lab Pcs: 2.00 Eqp Pcs: 0.00 3GY76 Small Tools@110% 1.00 1.00 LS 75.000 83 83 4STP Striping sub 1.00 1.00 LS 2,600.000 2,600 2,600 LABGEN Laborer -(Group 3) 1.00 4.00 MH 39.810 244 244 LABPL PipeLayer-Gr Checker (Gro 1.00 4.00 MH 40.770 249 249 $3,175.65 8.0000 MH/DAY 8.00 MH [ 322.32 ] 493 83 2,600 3,176 21761 MOD STRUCTURE AREA HARDSCAPE REMOVA Quan: 80.00 CY Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed 940 SQFT ADDED- LANE LOADING DIFFICULITIES WITH FWD 1.1 PI2000 Pipe Crew <12", <8' Deep 10.00 CH Prod: 8.0000 UH Lab Pcs: 5.00 Eqp Pcs: 3.00 2AGQBC CSBC Crushed Surf@110 1.00 20.00 TN 9.000 198 198 3HAUL Hauling Sub@110% 1.00 23.00 HR 175.000 4,428 4,428 4SAW Sawing sub 1.00 670.00 LF 20,000 13,400 13,400 4SURVY Survey sub 1.00 1.00 LS 1,550.000 1,550 1,550 8BA416B Backhoe -420 - 3017 1.00 10.00 HR 40.140 401 401 8EX200 Excavator-EX228 - 1022 1.00 10.00 HR 105.230 1,052 1,052 8TRFRMN Foremans Truck w/tools 1.00 10.00 HR 17.520 175 175 9ASPHALT Asphalt Dump Fees 1.00 65.00 CY 8.000 520 520 9CONCRETE Concrete Dump Fees 1.00 65.00 CY 8.000 520 520 LABPL PipeLayer-Gr Checker (Gro 2.00 20.00 MH 40.770 1,244 1,244 OP2 Operator -(Group 1) 2.00 20.00 MB 51.020 1,681 1,681 OPF Operator -(Foreman) 1.00 10.00 MH 54.520 881 881 $26,050.10 0.6250 MH/CY 50,00 MH [ 29.763 ] 3,806 198 5,468 1,629 14,950 26,050 10001 ADDITIONAL MANAGEMENT -TRACKING CHAN Quan: 6.00 DAY Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed SUP01 Superintendent 48.00 CH Prod: 8.0000 HU Lab Pcs. 2.50 Eqp Pcs: 2.50 3GY11 Utilities, Field @110% I.00 6.00 DAY 100.000 660 660 8TRPU Pick up 2.00 96.00 HR 15.330 1,472 1,472 8TRSUPT Truck-Supt.-PM-Est.(No 0.50 24.00 HR 17.520 420 420 SUG Superintendent -(General) 0.50 24.00 MH 66.520 2,410 2,410 SUPENG Project Engineer I.00 48.00 MH 37.000 2,471 2,471 SUPM Project Manager 1.00 48.00 MH 50.500 3,275 3,275 $10,708.19 20.0000 MH/DAY 120.00 MH [ 966.08 ] 8,156 660 1,892 10,708 1' REMOVE PIPE PER FOOT -MINIMUM 20' Quan:: 100.00 LF ` trs/Slrft 8.00 Cala 508 WO NONE **Unreviewed EAEX01 200 Exc,D5, Grade chkr 8.00 CH Prod: 12.5000 UH Lab Pcs: 5.50 Eqp Pcs: 2.00 2C002A 3000PSI@110% 1.00 0.50 CY 100.000 55 55 4HAUL Hauling Subcontractor 1.00 8.00 HR 175.000 1,400 1,400 8EX200 Excavator-EX228 - 1022 1.00 8.00 HR 105.230 842 842 128 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Page 2 04/02/2021 1445 Cost for Item 450 Quantity Unit Perm Constr Equip Sub- Pcs Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 450 CLIENT# = 45 Description = PCO --DESIGN CHANGE 3-30-21 REVISED Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 8TRFRMN 9STORM LABGEN LABPL OP2 OPF SUPENG $5,798.48 Foremans Truck w/tools 1.00 8.00 HR 17.520 140 140 Storm Dump Fee 1.00 15.00 CY 8.000 120 120 Laborer -(Group 3) 1.00 8.00 MH 39.810 489 489 PipeLayer-Gr Checker (Gro 1.00 8.00 MH 40.770 498 498 Operator -(Group 1) 2.00 16.00 MH 51.020 1,344 1,344 Operator -(Foreman) 1.00 8.00 MH 54.520 705 705 Project Engineer 0.50 4.00 MH 37.000 206 206 0.4400 MH/LF 44.00 MH [ 20.451 ] 3,241 55 120 982 1,400 5,798 STRUCT RESTORE 34/25 -PREP FOR HARDSCAPE Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE EAEX04 4HAUL 8EX233 9DIRT LABPL OP2 $2,036.45 **Unreviewed 320 Exc. and Grade chkr 4.00 CH Prod: 4.0000 HU Lab Pcs. 2.00 Eqp Pcs: 1.00 Hauling Subcontractor 1.00 4.00 HR 175 000 700 700 Excavator -CAT 328 - 10 1.00 4.00 HR 127.880 512 512 Dirt Dump Fees 1.00 30.00 CY 8.000 240 240 PipeLayer-Gr Checker (Gro 1.00 4.00 MH 40.770 249 249 Operator -(Group 1) 1.00 4,00 MH 51.020 336 336 8.0000 MH/LS 8.00 MH [ 367.16 ] 585 240 512 700 2,036 41480-03 MH -21, MH -24, ADDITONAL WIDTH 4" REMOVA Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed RESTOCKING/DEMO RELOADING OFFSITE HAULING TO DUMP AND RETURN TO HOME BASE PI4000 Pipe crew 400 8.00 CH Prod: 8.0000 HU Lab Pcs 5.00 Eqp Pcs: 4.00 2AGQBC CSBC Crushed Surf@110 1.00 90.00 TN 9.000 891 891 2PCS026 Type 242 48"@110% 1,00 2.00 EA 457.000 1,005 1,005 4HAUL Hauling Subcontractor 1.00 14.00 HR 175.000 2,450 2,450 8EX070 Excavator -CAT 308 - 10 1.00 8.00 HR 50.330 403 403 8EX200 Excavator-EX228 - 1022 1.00 8.00 HR 105.230 842 842 8L0924 Loader- 3016 1.00 8.00 HR 51.360 411 411 8TOOLJJ Jumping Jack 1.00 8.00 HR 8.000 64 64 9ASPHALT Asphalt Dump Fees 1.00 30.00 CY 8.000 240 240 9CONCRETE Concrete Dump Fees 1.00 30.00 CY 8.000 240 240 9DIRT Dirt Dump Fees 1.00 75,00 CY 8.000 600 600 9STORM Storm Dump Fee 1.00 1.00 LS 800.000 800 800 LABGEN Laborer -(Group 3) 1.00 8.00 MH 39.810 489 489 LABPL PipeLayer-Gr Checker (Gro 1.00 8.00 MH 40.770 498 498 OP2 Operator -(Group 1) 2.00 16.00 MH 51.020 1,344 1,344 OPF Operator -(Foreman) 1.00 8.00 MH 54.520 705 705 $10,981.32 40.0000 MH/LS 40.00 MH [ 1897.12 ] 3,036 1,896 1,880 1,719 2,450 10,981 > Item Totals: 450 - PCO --DESIGN CHANGE 3-30-21 REVISED $63,031.88 278.0000 MH/LS 278.00 MH [ 13190.36 ] I9,918 2,534 8,450 7,029 25,100 63,032 63,031.880 1 LS 19,918.10 2,534.40 8,450.00 7,029.38 25,10000 63,031.88 $63,031.88 *** Report Totals *** »> indicates Non Additive Activity 278 00 MH 19,918 2,534 8,450 7,029 25,100 63,032 Holding account totals will not be added to the report totals because the distribution is instead added to the various bid items. Report Notes: The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. 'Unreviewed' Activities are marked. 129 130 GENERAL NOTES DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. CC O CI) ARE SPECIFIED TO THE PROJECTED CENTER OF ew w d' U w d d N liflAfiliN1911 WEI AlimAR ix ¢ 2 Q 0 ¢ ¢ p an 0 SOV 0¢ 0 0- J O p, Cr F F N I- C.) w I- 20 NUS �0 w 1.- W -,<- z CC CD * W p W ctJ J Nm } Q J p0(n F W 3p=Z J c�c� ¢m J< m W W w� MUl O�"c�±- ¢m o> �� WO V7Ww W ‹Rp 0OZ �O<�O¢ CC 01 Nlwi �N La F ww vy vy OK z ¢ pX OZOw<w =0 F p Off' F p p= d< OOw 0 W �fn�� voio Xz Zm w3ZIw m� �z o5 X Z==�<w>� N Q Q (�0?2 d N O��n 0 WOK UZZUF0 <pp ¢ w 0 w �`1 O ON E k p i W zp� �a uc S 0' Z z O<0 a¢ J p 0 Z O¢ 0 ¢ 0 W 0 O CD - i- 2 W M 00 �` a d CC Z c Z r ~ p CI cL 4Sl� 2¢ W < O W O O I E w O F Z 0 W)< Z w w (nN NF -V' 0 Upw �"�� w� Sif� �zozL n a� Z OZ �wW aZ� (}nZ m(n 0->0 �� VI p U�S� < ¢ GO 0v CO x 1- bi < 2 W< w O w 2 •� CC 0_ Z w Z • Q w (I) F O a Z mw�aNO ¢OW z0 F<CD w7F Zz CD1.-. F= wz N UK LLT_ ¢ �Oa m W L. W - N ¢ Oixwi 0<pz <3 LO W W zJ Wdp wZp� 0Z c,�U' ZZ1I=in aNaaa W 0 00 r« •.--,CL W i L. CX< 00000 ((n NM W NN0 d 0 0 H IM ei t0 r - m o5 O 9 133HS OS+£ VIS 3NI1 HOIVW 0 0 0 0 0 0 m 0 N 0 O 0 ce O < • 0 CC La w CC d W V) O Z m O M 0 p z w O W Li N 0 N CL M ce a 0O m z C ¢ Z (n I i- . O p F O p u, 0 < O p w 0ce o O z N d z N O w a ix~ ? 1 me o a Z ce m 0Op d FFJ W 2 0)00 O X 3 C< < cn J W . -12 W 0 H 0 +� ¢ J Z Z 1- z 00 0 m1 Fo �. < mg ¢ Z ¢¢ a w p 1.1 W> Q N d- N N Q 3 L.o"'aX X <-< W 0OVO JCW>JV OJ Z<p 0 < K CC Xcn U ZV) N CC Z, 0 8000S® 1 ONnod 109 o3 91. 10N Hd I010VIINOO NOI1V3O1 'X02JddV EXIST CB TYPE 2 W 0 «') 0? W J u- 0 a z 0 U) w a a 92, =0 Qo 7 -O 0 0 0 E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS (1) LL1 F- N� Z L1_ cw 0 Z 0 0 0 0 0 F O ^ 'd 5 O. R 4: * ENGINEERING *STREETS *WATER*SEWER*BUILDING* WV 9L19 IZOZ/II/9 1m9• 1-01Vi1S91Obl\loo.luo0\sbulmos0\NOIS30\Ilo41^0 MW3-91001\V1IMd111\SIOiP0dd\ 131 GENERAL NOTES STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. ARE SPECIFIED TO THE PROJECTED CENTER OF J) 0 O CC U J W Z � O <0 0 N O 0 J Le - V) Z N Q J 0- < < 2 < Q N N Z Q m Y p RW O N li Z N U K W W �O d tr/) I- d 0 G�i�lh�ll'1i �0 niimAR 1¢� 2 2 o Q Q 00 V) C 5 30 V 0 a O ace F F ry W cc W Z r U, d. J w or NOS O ��FJI W {Qlaa cWeo W p ul C J J N M i Q J W O V) F W Q l.� 2 W V)Z p ZQ N U nOa5'o= 12 LCF., W O .1,...,a-2 W p zce Q Nw �N co Fwd �� �Z ¢p )n =SSW<3 ZD 41 jC F�,1l� w= dQ 00W 0wceN jyy.. xz C. Z Y W mj IX Z OCTF 3 >0 I- 1., o� W Jh ON aW < Wzci 'oo >4 Q O 0 2 N-2 ix Q 000 0= Z ceZW WNF !R: NZ 41 II pi L)\ j Z 2<O c.)�.0. QWO0 V) OV) OrW G0 0< Z 2 O Q >c 41p(.•J =00 0 Z 0 z W f CcJ0W r0MW EQJ a' OOV -O wpW W<d0y ir Q z OVA wW� Wad Z U X 020 02 2W ¢ZO cn= �N a>F 1- aG1-0 Q w 2WN F w 2 0 Z W �" �y�C LCw ZW NF OdZ mwMWz�¢O �SWa w� zo pOF �o�Q4�4JJ� r N < 2 Z Q W d' V U Q W V J O N O< W �Q oX00� F d0W � WMV) QOcem LOO 0 3a LT_ J C Z .-: O U O J P V) �v�n C-90 W 4-Z S Q CCC-- JQ p cc W 2 OOOY x< I< --IQ- W Q Q 3 2 J W 1 la K Q V U U V) N S W N N O moi cc; ofo Of O S 133HS OS+2 VIS 3NI1 HO1VW 132 z J a LLJ J Q N N O 0 CONSTRUCTION NOTES CC 0M la. < M W I- CC W W W d N J Q I - < w 0 0 • Z M V) W < r Z N p Z W < oQ F� Q O w L., J `M O V1 Uc.Q )- vw rw C W p Q Z r M W 0 •C > V) U W W O CC N woo_ Fw X V) W Q W r 41 Z J1 5 W CL il N? -i 4.1 C =� Ca O O O O N O re) w w N CO 6M PERMEABLE PAVEMENT RESTORATION STANDARD PAVEMENT RESTORATION O LC.) O9'S L L81 O9'S l L. 81 O O O ca l9'9l o L81 rt C111110 10 101 01 ,£ £ ONISVO 19115 •0 21 ON Hd 9013001NO3 N0110001 XOdddV EXISTING TELEPHONE X-INGJ O551 0 L8L ON001 ION 01 £1 ON Hd 0013101NO3 4' FORCE MAIN (PVC) NOI1V301 X00110 TOP OF FM ± EXISTING GROUND In O9'S L o L8L O9'S l o 881 PIPE STATION PROFILE 0 ti y 0 O E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 0 Cl) W I— Z W u Z 0 0 U 0 -o gggg 0 0 G ti b 3 U %' o ^ 'V 'd U O. R 4: * ENGINEERING *STREETS *WATER*SEWER*BUILDING* WV £1E IZOZ/ll/£ SMP 1011111 SS 1011 cluo3\sbui,Mo00\N0IS30\IIonn1,0 MW3-91041\91IM901\S103POdd\:)1 GENERAL NOTES STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. G'�i�lh�ll'1i �D ANINIO CY ~Q LLI 0 z 0 d 0 Q QO 0 W w z U N 0 K O Z 0 ~ N F d U 2 0 Z ct cu j O Z a co N d m m O N D pc LJ m� m LOj 0)w Fw W Cn Ill LT)0 NW m0 .< 01 W 00 Fm OLJ =}O oa a� Q J NZ W Q mJ iW.I J� mN W Q w�0 I,yNJ Z Q U = Q I- N O mC�J m >- w= NZ wino NW_1 cn p 2 QJ co =o ¢w Lu co wN0 ON LJ =0, O�w ~ JQ mC. OOU Z xd' ZJ Z : W: W az �w �QOJ CI OD z� w m o 4 2 Q } Q 0 U 0 LL U NIInn o1., NZU �'�- x MO O ON W 41 VI LI)U wS N Z J W O WOW J O F f n 0 m o= O Z S W QCC CO Yp U Z LJ D W U ZQF Na fn d> V Q = {y�W� d N Ce W Z w N O d Z ce In • HWZ >d O�J > SW{yIw Q� Z m 000 Q O W z 0 F Q w O d J¢ Q Z O H U UN Q OJ O CL m W Q W i N Q O m I+ J m �'' �. W LT -Z J w a m W Z 0, U Z O (. J Z Z Z N do 1 -do OU1 �Qa Z3 -d< W m OW Ka OUCOi00VI )- 4 Id n DD 8 133HS 09+Z1 VIS 3NI8 HaLVIN 0) SOU O Q F.1- N aQQ,oZ O H d W d' OF � p W U Z N L,:•20 -to..; cu cc Q3 o, -.-,,,5•1-0 0<3W U N N OJ WJ co W ..cm. O NW;�rJ x O O = Z K ZQ r.3OQ O WOW W Q d U 0 WW W ¢i N N > } = O O = W O N 5' F 0 5=WQw co aNO ZOO N co W W U ..,,c_, N cr. CC S Q H H W N M U W N N 0 O 9 133HS 00+9 VIS 3NI8 H01VV z J a O CONSTRUCTION NOTES W a w a CO O w Z 17 M Q w w 0 W d m = N J J J N I- Z W o m 0 M co w •w Z CD zZ4.1 Nz zw 2 0 J - O 0 Y F- of 10La= m 0 mt CC 0 U 0 N Q >- Nm >N Hw CI 1-m Z 1- Q Q ZZ Z ONW m1- mm aZ co W d 0 Z Q« �Q zF N d� O� Fw X m Y W m co m Lux a a WW�J /- 4J Z U U 0 Q 0 > LAI d W N W > 2 U ?ce 2d O O O O ON ca M cs4 0 O 110110 30 001 01 1'1 SVD „b L 'ON Hd 0013001NO3 NOIIV301 XOdddV APPROX. LOCATION 0 1- 0 VEMENT RESTORA 0) m N N Z8Sl 110110 30 101 01 ,09'0 6 81 N ONISVO 13315 ,p „Z 8 '0N Hd H011011001 NOILV10l •XOHddV 111111030 d0101,01 ONISV3 13310 „b 6 ON Hd 00130211000 N0110301 'X0ddd0 EXISTING SD X-ING O O N OS•Sl o Cbl OSSI 981, SCJSI O bl o A11111n 30 d01 01 ,L'0 001003 11310 „b 01 '0N Hd 0013901003 TOP OF FM ± 60110301 1(0H119 EXISTING GROUND O OS'S1 o L rn co X z N W assl L8l S08 ,L'l 103 0I 3310030 213190 ll '0N Hd 0013001603 N0119101'X00ddV OS'Sl L8l PIPE STATION PROFILE 0 ❑w E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS C/) W Z cW 0 D Z 0 0 0 n 0 -o a 'o 'O -O U fl. O. * ENGINEERING *STREETS *WATER* SEWER *BUILDING * Wd 99.2 1000/90/0 0^^P• IZL I£0 lOWa1SSIO0I\11p11°0N\sbuyx.a\N91S3a\II011,0 003-SLObl\V11MN0 \1113road\:H 133 GENERAL NOTES FOR GENERAL NOTES 1-9 SEE PREVIOUS SHEET. 0 N r o 0 Waaa N oz3 a KN CO 3 0 a 0 O N 0 a as =000 N W U_ ce0a K U ¢ H H K co Z W W O U CC 41 0<=3 5 U EwzW ix a CC U 0 2 Or o aa 0 0 Z K W 3,, o '0 0-0 Z(3W O W 00 a 0 - vN)rz 0 waa .... O ZQ d < O dO U K F H 0 Q ¢ H 0 d I- N CONSTRUCTION NOTES G'�i�lh�ll'1i �D nada W W I- W O w W d W S Z N Z M J Q 0 W w U 0 W 0 N 0 J Lu (C/C") .- 41 01 N LJ 0 N F Q n": oi O p W 0 U0- U0' • < N 0 z = N Z > 0 Z OJ _0 1- N= ce as oQ W Wo Q 2e' p0)d• a 2 m 0p O0 W Z� 3 ceQ �� ow 0 l_ 0 z 1- F N 0 Wa aW W w m H M m < Z QJ z ¢g cn .Qo Oo 0 X0 Y O 0 0 0 w ¢p a¢ 3 0 LJ ¢ U •0 a U < a 0 J Z H Z H H U Z Z ? m 0 0 0 0 0 O N¢ O tx N W Z Z � W W N Z �L H as J I- W M 3 C9 Qmoo a ¢ 0 Q N U am W U N 0 N aLo IX 0 a a lil N N � O Z=¢ 0 F 2zCJ < Od O d 0 SIGNAL GENERAL NOTES CC 0 0 0 U U d W 2 W m 3 Z QQ a Z . J J O N d m ¢ ¢ F U LI N0 0wZ 2d F Q N NLa- U 0 < J O U = Q W > m m 0 O z Q o z Q 0 O Z IZ U U M Z W W a d K z W Z cn O ¢ p w— Fo p U¢ J W Z Z m CC La- Q O mN a,116 _cm. U O CO ¢0 F¢Z? 0 CO CW/1�0 0z(�0 waw Q M > Z d y a=, W o 0 0 O Z. -W U m a N W F W Z J U .._. w H a y Q O ¢ 0 � � 0 CC U y W W Z N W J W J W 0 Z O N= V ( 1 1 O¢ N mF <wQ d • ce CL ¢ z a W ¢O F> ¢• i5aOO O oNg Pe =F ovw)v)3, U 0 0 Z U N d' Lu 00 wW-O0- 6 133HS OS+9l VIS 3NI1 HOIVW W L� W N N H 0 Q 0 Q 0 d d a 0 Z W un J CC dLaJ W O N Z Q ZO 30 0- m� W O 01 m • 0 N a (/)= W WX O Z N Z O 0 0 O U Q O W ZO O d W pfn U < K ZZz n V) d S N 0 O w 0. 0 a¢a W 3 N ¢O m¢ U 0 Z 0. ZZ LJJ LaJ Q N 0 LLI Z J 6 0 N 0 0 cc F Q w U Z Q —U' W 01 0- Z N U CC L.- L4-1 0 0 J Z S N Z N Vj =W= 3 0 N Z J Q N 0. SIGNAL CONSTRUCTION NOTES W m a O- 6 N N Lu W Z w N 0 0 Z 0 N Z 0 J w U O w CC I- W IC: O J O N W U S z zCI Q O Z z Z N Q - S S 0 : 0' U NF UD Z Z L W Q� 0 .- (1 F N( 0 0 U _ O Fw 01 Q 0�J0J ")O 0 0zQo H O Q J Cw.7 W w K w 0 N= a W z a W J r Z Z `1 m N f=,, Q 1- 1- O O O 0 H U Z 0 U o~ 0 z z z E W a o 3 O a O m a p p�p Q N Q H U U Q J W m W} Q Up W W W 0 O 0 JJ 00 Q U J O J O W J Z H 0 O U Z Z = • O O U Q BC) 0- a 0 Q N= 0- a v Q ZO �O J Z N m O w N W =. N U Z Z O d O O Ec JNE w H• mJ OW F O S a Z U 0=mS U C m Q EVNO z a S W WW F a W `2 O J Z W W� Z J Z N N U 0 U N N �''� W N Lu �i (7 Wd W E Z U Z w a�5mW o21wz BIZ 2Q�UN Om'=Z2 O~N N= U 0 ' F J J W N Z U W ;¢wo9 ca)a L w2 N�� L. `m F S l._ of(S/)Jdd W$co o Ln M cV Oo o 0 N a >m c-) 12 LF 12" SD S=0.22% 1- ZXO Q d' U Q O w J O W w 0 U N Z Q =Z Q a Jll Q O U _ W 0 W lwi CC } 0- m Ls - 09 W 0 W w z O- N 0 FCC 0 wUw W 0 M 0— o O a w , O _ v aJ �N W -1 w zz�z� N N N mvo 0 0 0 .- , ,nom 6' , o l u-)06� - r � Q z z z z zo z W N 67LJ 0 W W W W I LO STRUCTURE 21 TO STRUCTURE 24 AlilU fl 30 dal Ol .£.8 ONISVO ldd1S „b .ON Hd a013Va1NO3 NOI1VO01 •X0dddV 6.81 L I33HS OS+ZI VIS 3NI1 HO1VW 134 PIPE STATION PROFILE 0 0 8 z H c E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS (/) LLJ W 0 D Z U 0 0 U 0 n CC 0 G 'd b ro O b -O V * ENGINEERING *STREETS *WATER* SEWER *BUILDING * Ad Sb £ 1Z08/9z/£ bAT Lzu£o lOwalSslobl\ho14.3\sb°!"'.a\NDIS3a\IIp3}n0 MM-slobl\VIIMdn1\s1O3road\:d Change Order 3 Page 3 of 3 Measurement: Measurement for New Item #CO3-01 will be per . Payment: Payment for all work associated with the tasks described above shall be made under new items at unit prices as detailed in the summary of quantities below, and will be full compensation for all costs associated with labor, equipment, incidental material, haul, tools, incidentals, subcontractor and service provider mark- up, overhead and profit required to furnish, install, and successfully complete all work for the above- described tasks SUMMARY OF QUANTITIES Existing Bid Item Adjustments Item No. Description Unit Qty. Unit Price Amount Subtotal Existing Items: $192,822.66 Change Order Items Item No. Description Unit Qty. Unit Price Amount N/A Subtotal Change Order Items: $0.00 SUBTOTAL CHANGE ORDER AMOUNT: $192,822.66 WSST (%): $0.00 TOTAL CHANGE ORDER AMOUNT: $192,822.66 135 136 TIME IM PACT CPM Time Impact Analysis Contract: CITY OF TUKWILA - East Marginal Way Outfall Stormwate Contract #: 91041204 Change Order: CO3 Contractor: Marshbank Construction, Inc. CM Reviewer: Matt North Date: 07/21/21 Requestor of Change: Marshbank Construction, Inc. Initiator of Change: Marshbank Construction, Inc. Detailed Description of Change: This design change request was developed in relation to resolution of utility conflicts relating to the unlocated Zayo fiber line. RFI #014 was issued regarding the discovery of an assumed communication duct bank, Zayo Fiber line, running north and south resulted in multiple utility conflicts. Therefore, Field Work Directive (FWD), 1 and FWD #001.1, were issued resulting in the storm and forcemain redesign. Reference Drawings: N/A Reason for Change: KPG the COT and Marshbank, determined that design changes were due to the multiple utility conflicts including the unlocated Zayo fiber line being in direct conflict with the storm and forcemain. Marshbank installed the storm and forcemain and all related restoration work in accordance to the FWD #001 to #001.1 which edits plan pages 7 & 8 Attached Supporting Documentation: Impacts of this Change on Related Work: No additional days are added to the contract as a result of this work. Other Information: 138 IND IH P END HNT COST IFISTIMAT IH SL 008- Supplemental Costs Compiled - Review 140 Y 0 0 0 0 0 0 0 0 c ti �c 0 a Y CO. U 0 O Uo m c0 N 0 v u CC CC 0 0 0 0 0 0 m m m CO CO CO 0 00 > c v 0: j T � u N i Y N 7 j N N 0: 0 N Additional Costs to be assessed Pothole Above 6 EA Restoration of MH34 to MH25: I� O N O 0( 7 I� ti Lo �o m L o Lo 00 M N -1 ill- ill - Sealant or Pave Restorations: $ 126,319.37 25000 $ 102,987.66 Proposed CO Pricing: 1 CO#2 Totals: C ANG IF, ODE CF;CK]LIS'T Local Administered Projects Change Order Chapter 52 Appendix 52.106 Checklist Question Yes No N/A 1. Does the change order alter the termini, character, or scope of the work? X If yes, you must have H & LP approval to be eligible for federal funds. X If yes, you must submit a revised page 1 of the prospectus. X 2. Is the Change Order over $7,500.00 and outside the scope of work? X If yes, the change cannot be a change order and must be an independent work. X 3. Does the Change Order detail all items involved in the change? X 4. Does the Change Order include an adjustment to working days? X If yes, the time extension must be stated in the Change Order. X If yes, an independent engineer's estimate of time must be included to document the extension. X If no, that must be stated in the Change Order. X 5. Does the Change Order alter the DBE Condition of Award? X If yes, you must obtain concurrence from H & LP. X If yes, you must obtain the DBE's signature on the Change Order X 6. Does the Change Order involve a material subsitution? X If yes, you must determine if a material credit is appropriate. X 7. If Change Order work started prior to it's execution, prior verbal approval by the Approving Authority must be granted and documented. X 8. Has the Change Order been signed by the contractor? X 9. Has the Change Order been executed by the Approving Authority? X If you are a "non CA Agency", you must have the acting C Authority's approval. X 10. Has an independent engineer's estimate justifying the costs and time extensions been completed and documented? X 11. Has a detailed memo outlining the chronology of events, basis of need, cost and working days been prepared and placed in the file accompanying the Change Order? X Page 52-18 142 WSDOT Local Agency Guidelines M 36-63.18 October 2012 DITIONA]L ItACKUP Project Name: East Marginal Way Outfall Stormwater Retrofit Project SUMMARY FIELD NOTE RECORD KPG Project Number: 14015 City Project Number: 91041204 Bid Item: 1 Minor Change Schedule A Pay Est.: 2 Pay Estimate Period: From: 4/1/2021 To: 4/30/2021 Inspector: Ed Wagner Calculated by: Ed Wagner Quantity Calculation (Attach supporting information as needed) Date Work Performed Location of Work Performed Calculations FA Quantity 04/01-04/30 RFI #17.1 129 CY x $42 = $5,140 0.21 04/29/2021 Force Account #02 See FA sheet for backup - Pay $573.48 0.02 04/21/2021 FA #05 Labor and Equipment Paid Pay to $2198.18 (Invoices to be paid on PE 03) 0.09 04/22/2021 Force Account #06 Pay to $2,321.70 0.09 f Total 0.41 Material Acceptance Material Brand Name / Manufacturer Model / Type RAM or Sub. # Basis of Acceptance Pay Summary Item # Bid Item Unit Qty Unit Price _ Contract Total 1 Minor Change FA 1 $ 25,000.00 $ 25,000.00 Quantity due this pay Estimate 0.41 40.93% $ 10,233.36 Total paid on previous Estimate(s) 0.00 0.00% $ - Total Paid to Date 0.41 40.93% $ 10,233.36 Amount left in Bid Item 0.59 59.07% $ 14,766.64 Posted By: Alexa Henry, Documentation Date: 05/11/2021 Signature: 'R6- /4M 9 'Nat 71 05/11/2021 v Verjfia/Checked By: Matt North, Resident Engineer Date: Signature: Invoice #: 3506 Project Name: fj4T Awl' Wit WAti 0 w Field Construction Kecora Project No.: 9104 12_64. -- Bid Item No.: 1 Item Description: M in,f0/1- e...14 -006 -- Start Date of Work: Start Lq -/ '24 End Date of Work: 4 -.3o - Z% rJ6f Ti tL —4 _`-'I KO F 1-. 1 rTt _-r a1 - . _. if- Rue! Ro5 (!J ! ' m 7 *NIS -,__I ,r /Vr �cvI-- RAWMsr t 3 _Fel� 'ajS.V-1-46r 3/"D /7f riCWS r &J1 734- A& c Ziy = I4Ii0 -rrE -E--- o f A. I 11 , coo VSs' F4- a-0_-= O.2 KA 115-4- How was quantity measured? 5L -E g. -F1 - 1 .1 / WAJ fi-6tLc-D C T`i l NI f`►H-ice Initials Bid Item Bid Item Description Qty. Units Posted by Checked by Plan Sheet Pay Estimate # Mat'Is App'd (Y/N) PI /MIL- 0.2164 fii_ /vi3 i �' 2- /4f '�- Inspector Title Date Contractor Title Date Date: Calculations Verified/Checked by: 1'15 From: Matt North To: Alexa Henry Cc: Jacob Williams; Ed Wagner Subject: FW: EMWO- Pay Request - FWD 001.1 payment on PE#2 - SL #7.1 spreadsheet Date: Tuesday, May 4, 2021 11:25:12 AM Attachments: imaoe001.onq Hi Alexa See the email below for backup to FWD 001.1 payment on PE#2 as just discussed. Goes with SL #7.1 spreadsheet. Thanks! Matt North Resident Engineer o: 253 627 0720 // d: 206 595 1733 KPG °seating Greet Races Togethe! From: Rob Gammell <rob@marshbankconst.com> Sent: Friday, April 30, 2021 9:13 AM To: Matt North <matt@kpg.com> Cc: Patrick Gleason <Patrick@marshbankconst.com>; Kenton Wilde <Kenton@marshbankconst.com> Subject: EMWO- Pay Request Matt, Here are some relevant numbers to include in the estimate. BI #15 (Conc Base Pave = 450, Ed got 446. 446 is acceptable RFI #17. We come up with 129 CY's Average bid for us for road ex is 42. This would yield $5410.00. Review and let me know if this would be agreed and close out this issue. FWD 001.1. We would expect payment in the amount of $68,703.45. (Serial Letter 7.1 less work not performed) Remaining work includes the other half of "Replace Monument" $2,462.15, Striping additional $3,652.40, Also, per Serial Letter 7.1. We encountered pipe removal less than 20' at structure #34. Resulting in one payment of $1,336.00 Can you send the totals for FA sheets expected through 3/31 for our reconcile? Send your estimate when you get a chance and we will match up pipe, removals, and any sub work. 146 MARSHBANK r -Ni T FR. REQUEST FOR INFORMATION #017.1 TO: CITY OF TUKWILA DATE: MARCH 12, 2021 REFERENCE: Road Base Excavation for Permeable Pavement Area PROJECT: E. Marginal Way Outfall Stormwater Retrofit Project REQUESTED BY: Marshbank Construction QUESTION: The excavation for the approximately 5" of road base excavation required for the permeable pavement section (see below) is not included as an incidental for the permeable ballast per special provisions division 10 measurements and payments: `Measurement and payment for `Permeable Ballast" shall be per ton. Items to be included in the bid price, but shall not necessarily be limited to: all necessary materials, labor, and equipment, including staking constructing form work, finishing, removal of form work, and complete installation of cement conc. sidewalk as shown on the plans or directed by the City." uastir G PAVEMENT. DE'F1H VARIES PERILIEALE PAVEMENT SECT Wi Mil Aspr aJl Remcua Apc•mx maiely T IB d Item 7} 1" PERMEABLE HMA, PG 70-22 r PfFI1IEABLE ASPHALT TREATED BASE 12" PfRkEAHLE BA1.LA.S? NTS Cone're Le Rehm, I Appru-xirnalgly. 9" Paid ilnrn I Road Base Rernmal Anpraxirrateky 5' Marshbank is not in agreement with RFI response 017 that this road base excavation is captured in bid item 18 as there is no contract language to support this. Marshbank Construction recommends the creation of a road -excavation bid item; please advise. RESPONDED BY: DATE: Payment to be incorporated in Minor Change Bid Item #1 for the amount requested in email from Marshbank received 4-30-21. CY price is in line with industry standard. Processing will be 129cy paid at $42/cy = lump sum price of $5410.00. 9. Vat 7141.t4 05/04/2021 147 PRIME LABOR PRIME EQUIPMENT 1 MATERIALS cc U m Lir 0 a_ 7 0 w m SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 2 Project Name: Bid Item: Description of Work: Prime Contractor: EMWO Project No: 14015 Date: 4/29/2021 01 - Minor Change Pay Est: 2 Grout Structure 18 due to structure leaking per Eric from the City of Tukwila. Marshbank Sub Contractor: N/A NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION William Watkins GENERAL LABORER - ZONE 1/GROUP 3 (MCI TRADE 1) 1.5 $ 61.83 $ 84.03 $ 92.74 Chris Rammage 115) 1.5 $ 89.76 $ 121.90 $ 134.64 Timothy Peltier BACKHOE, EXC.-15 TO 30 MT, LOADER - ZONE 1/GROUP 2 + $2.00 (MCI TRADE 8A) 1.5 $ 86.54 $ 115.75 $ 129.81 - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - PRIME LABOR SUBTOTAL PRIME LABOR TOTAL INCLUDING 31% MARKUP $ 357.19 I $ 467.92 EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION MCI -3016 1.5 $ 58.16 $ 9.76 $ 87.24 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - PRIME EQUIPMENT SUBTOTAL $ 87.24 MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - $ PRIME MATERIALS SUBTOTAL PRIME MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ $ 105.56 PRIME SUBTOTAL $ 573.48 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - SUBCONTRACTOR LABOR SUBTOTAL SUBCONTRACTOR LABOR TOTAL INCLUDING 29% MARKUP $ - $ - EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION $ - $ - $ $ - $ - $ $ - $ - $ SUBCONTRACTOR EQUIPMENT SUBTOTAL $ - MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ $ SUBCONTRACTOR MATERIALS SUBTOTAL SUBCONTRACTOR MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ - SUBCONTRACTOR / SERVICE INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR INVOICE TOTAL $ - SUBCONTRACTOR SUBTOTAL $ - PRIME CONTACTOR MARKUP AT 12% $ - SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUP 1 $ Force Account Sheet By: Approval of Force Account Worked: aME HERE, KPG Of ice Engineer NAME HERE, KPG Resident Engineer Date 148 SHEET TOTAL: $ 573.48 Invoice #: 774 FA No.: DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: Bid Item No.: Description of Work: Prime Contractor: NAME F 1 AN OCCUPATION Project No: 0/5 Date: 1/4.2 cl -- 7 ,e Kph SEATTLE TACOMA Work by Subcontractor?: Sub -Contractor: LABOR STRAIGHT TIME NV HOURS A r 1.1111,).111 ProVitierft y API2r2 EQUIPMENT OR ATTACHMENTS I STRAIGHT HOURS /1)A OVERTIME 74•1117 F „ .mow':, - r - COMMENTS HOURS STANDBY HOURS COMMENTS Quantities as measured in the field INVOICES QUANTITY UNIT DOLLAR AMOUNT Verification of Hours Worked: X r`s Represe 150 Lar- eV);Q Marshbank Construction Inc. Foreman's Report of Force Account Worked 5115 Date I !Job # 1 / ,; Weather I Auth. By Describe Work Performed (Attach Additional Sheets if Necessary):r !_ LL SIT et it/ R3 PT Y G f r i Labor - Equipment Hours Name Hours Machine/Machine Number Below This Line Attach Invoices or Truck Slips/Tickets If Available Materials (Includes Dump Fees) - Subcontractors Invoice No. (Includes Rental Trucks) Subcontractor Quantity Description Signature: rel Date Completed: SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 5 151 Project Name: Bid Item: Description of Work: Prime Contractor: EMWO Project No: 14015 Date: 4/21/2021 01 - Minor Change Pay Est: 2 Saw cut and remove asphalt edge where exisiting panels joints are causing edge to fall out. Also where existing pavement is failing. Plus removal of asphalt and concrete. Marshbank Sub Contractor: N/A PRIME LABOR 1 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION William Lindstrom PIPELAYER & CAULKER - ZONE 1/GROUP 4 (MCI TRADE 4) 3 $ 63.01 $ 85.75 $ 189.04 William Watkins GENERAL LABORER - ZONE 1/GROUP 3 (MCI TRADE 1) 3 $ 61.83 $ 84.03 $ 185.49 Chris Rammage 11S) 3 $ 89.76 $ 121.90 $ 269.28 Darren Mcintosh LABORER 70% OF GENERAL LABORER (1001-2000 HOURS) (MCI TRADE 16B) 3 $ 47.69 $ 63.53 $ 143.06 Timothy Peltier BACKHOE, EXC.-15 TO 30 MT, LOADER - ZONE 1/GROUP 2 + $2.00 (MCI TRADE 8A) 3 $ 86.54 $ 115.75 $ 259.62 $ - $ - $ - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - PRIME LABOR SUBTOTAL PRIME LABOR TOTAL INCLUDING 31% MARKUP $ 1,046.49 $ 1,370.90 PRIME EQUIPMENT 1 MATERIALS EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION MCI -1020 3 $ 145.27 $ 16.80 $ 435.81 MCI -3014 3 $ 67.27 $ 14.40 $ 201.81 MCI -0120 3 $ 15.36 $ 3.16 $ 46.08 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ PRIME EQUIPMENT SUBTOTAL $ 683.70 MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ $ $ PRIME MATERIALS SUBTOTAL PRIME MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ 827.28 PRIME SUBTOTAL $ 2,198.18 SUBCONTRACTOR LAE NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION - $ - $ - $ - - $ - $ - $ - $ - $ - $ - - $ - $ - $ - SUBCONTRACTOR LABOR SUBTOTAL SUBCONTRACTOR LABOR TOTAL INCLUDING 29% MARKUP $ - I $ - SUB EQUIPMENT 1 MATERIALS EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBCONTRACTOR EQUIPMENT SUBTOTAL $ - MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR MATERIALS SUBTOTAL SUBCONTRACTOR MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ - SUB/SERVICE SUBCONTRACTOR / SERVICE INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR INVOICE TOTAL $ - SUBCONTRACTOR SUBTOTAL $ - PRIME CONTACTOR MARKUP AT 12% $ SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUP 1 $ Force Account Sheet By: Approval of Force Account Worked: SHEET TOTAL: $ 2,198.18 1ME HERE, KPG Office Engineer DE NAME HERE, KPG Resident Engineer Date 151 152 Marshbank Construction Inc. Foreman's Report of Force Account Worked 5113 Date 1 I Job # 1 Weather 1 IAuth. By I Describe Work Performed (Attach Additional Sheets if Necessary): - - Labor T Equipment Hours Name Hours Machine/Machine Number I This Line Attach Invoices or Truck Slips/Tickets If Available -,Below Materials (Includes Dump Fees) Subcontractors (Includes Rental Trucks) Quantity Description Invoice No. Subcontractor Signature: Date Completed: SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 6 153 Project Name: Bid Item: Description of Work: Prime Contractor: EMWO Project No: 14015 Date: 4/22/2021 01 - Minor Change Pay Est: 2 At existing structure tie (STA 2+77.26) we dug up to tie in 12" PVC pipe and water started leaking out of structure at seam between base and first barrel section. It flooded out trench. Due to this we had to work 2 hours overtime. Marshbank Sub Contractor: N/A PRIME LABOR 1 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION Chris Rammage YtA1OK-LONt1/I,KUP1+(MC.l1KAUt 9�etKIN1tNUtN1/UKU 3 $ 89.76 $ 121.90 $ 269.28 William Lindstrom PIPELAYER & CAULKER - ZONE 1/GROUP 4 (MCI TRADE 4) 3 $ 63.01 $ 85.75 $ 189.04 William Watkins GENERAL LABORER - ZONE 1/GROUP 3 (MCI TRADE 1) 3 $ 61.83 $ 84.03 $ 185.49 Darren Mcintosh LABORER 70% OF GENERAL LABORER (1001-2000 HOURS) (MCI TRADE 16B) 3 $ 47.69 $ 63.53 $ 143.06 Timothy Peltier BACKHOE, EXC.-15 TO 30 MT, LOADER - ZONE 1/GROUP 2 + $2.00 (MCI TRADE 8A) 3 $ 86.54 $ 115.75 $ 259.62 Arron Elton 7F) 3 $ 86.71 $ 116.01 $ 260.14 $ - $ - $ - - $ - $ - $ - - $ - $ - $ - PRIME LABOR SUBTOTAL PRIME LABOR TOTAL INCLUDING 31% MARKUP $ 1,306.63 $ 1,711.69 PRIME EQUIPMENT 1 MATERIALS EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION MCI -1028 2 $ 24.17 $ 31.71 $ 48.34 MCI -3014 2 $ 67.27 $ 14.40 $ 134.54 MCI -0120 2 $ 15.36 $ 3.16 $ 30.72 MCI -1020 2 $ 145.27 $ 16.80 $ 290.54 $ - $ - $ $ - $ - $ $ - $ - $ - PRIME EQUIPMENT SUBTOTAL $ 504.14 MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ $ $ PRIME MATERIALS SUBTOTAL PRIME MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ 610.01 PRIME SUBTOTAL $ 2,321.70 SUBCONTRACTOR LAE NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION - $ - $ - $ - - $ - $ - $ - $ - $ - $ - - $ - $ - $ - SUBCONTRACTOR LABOR SUBTOTAL SUBCONTRACTOR LABOR TOTAL INCLUDING 29% MARKUP $ - I $ - SUB EQUIPMENT 1 MATERIALS EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBCONTRACTOR EQUIPMENT SUBTOTAL $ - MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR MATERIALS SUBTOTAL SUBCONTRACTOR MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ - SUB/SERVICE SUBCONTRACTOR / SERVICE INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR INVOICE TOTAL $ - SUBCONTRACTOR SUBTOTAL $ - PRIME CONTACTOR MARKUP AT 12% $ SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUP 1 $ ,.. Force Account Sheet By: Approval of Force Account Worked: SHEET TOTAL: $ 2,321.70 1ME HERE, KPG Office Engineer DE NAME HERE, KPG Resident Engineer Date 153 154 Marshbank Construction Inc. Foreman's Report of Force Account Worked 5111 Date J Job # Weather IAuth. By 1 Describe Work Performed (Attach Additional Sheets if Necessary): Labor Equipment Hours Name Hours Machine/Machine Number Below This Line Attach Invoices or Truck Slips/Tickets If Available Quantity Materials (Includes Dump Fees) Description Subcontractors (Includes Rental Trucks) Invoice No Subcontractor Signature: Date Completed: Project Name: East Marginal Way Outfall Stormwater Retrofit Project SUMMARY FIELD NOTE RECORD KPG Project Number: 14015 City Project Number: 91041204 Bid Item: 4 Resolution of Utility Conflicts Schedule A Pay Est.: 2 Pay Estimate Period: From: 4/1/2021 To: 4/30/2021 Inspector: Ed Wagner Calculated by: Ed Wagner Quantity Calculation (Attach supporting information as needed) Date Work Performed Location of Work Performed Calculations FA Quantity 04/01-04/30 Serial Letter #9.0 Pay to $50,200.04 2.01 04/19/2021 FA #01 Labor and Equipment Paid Pay to $1,749.83 (Invoices to be paid on PE 03) 0.07 04/29/2021 Force Account #03 Pay to $1140.42 0.05 04/13/2021 Force Account #04 Pay to $181.08 0.01 iiIIIIF Total 2.13 Material Acceptance Material Brand Name / Manufacturer Model / Type RAM or Sub. # Basis of Acceptance Pay Summary Item # Bid Item Unit Qty Unit Price Contract Total 4 Resolution of Utility Conflicts FA 1 $ 25,000.00 $ 25,000.00 Quantity due this pay Estimate 2.13 213.09% $ 53,271.37 Total paid on previous Estimate(s) 5.50 549.93% $ 137,482.62 Total Paid to Date 7.63 763.02% $ 190,753.99 Amount left in Bid Item -6.63 -663.02% $ (165,753.99) Posted By: Alexa Henry, Documentation Date: 05/11/2021 Signature: 4 7vLd7 Vatt 7loira 05/11/2021 Verified/Checked By: Matt North, Resident Engineer Date: Signature: , rr 156 MARSHBANK CONSTRUCTIO i�rti,or`i.�r '�G �??[-��<Itt 'Uo. D April 2, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 7.1 Mr. North, Marshbank Construction Inc. (Marshbank) is providing the following Change Order Proposal for your consideration. This proposal is associated with the revised design change (EMWO Design Issue, FWD 001.1) received via email from KPG on 3/29/2021. Design Change EMWO - Proposal Breakdown: • Replacing Monument o Removal and reinstallation of survey monument adjacent to Structure #19. This is an activity taking place post paving, includes coring sub, purchase of monument related construction materials, labor, trucking, applicable dump fees. Pay half on PE#2 and the rest once complete. $4282/2= $2,141. • $4,282.00 • Added Striping Install/Removals and Subsequent Layout o The FWD design alignment shifted work activities into previously unaffected channelization requiring new RPM'S, removal for saw -cutting, and added layout for striping otherwise not contemplated in our original bid proposal. Includes labor, subcontractor's added costs, small tools, and applicable dump fees. • $ 3176.00 Pay once complete. Minus striping at $3176.00 • Modular Structure Relocation/Added Saw-cutting/Safety Shoulder o This incorporates added saw -cutting and additional hardscape removals for the modular structure restricted to actual affected area by pipe or structure/shoring (#100). If any hardscapes outside of the area are determined not suitable to remain, this work is expected to be measured and paid per bid item at the same time Marshbank is onsite concurrently working. Additionally, this change has the potential to construct a safety shoulder of rock (20 tons) assumed, sacrificial material, as the proximity of the live lane with traffic is closure to the trench than originally designed. • $26,050 -630.20 per email from Rob @ MB on 5/6/21 = $25,419.80 • Additional Days/Overhead o (6) Added working days needed to facilitate these changes. This covers additional management overhead for the added days, project oversight, schedule updates, supplier coordination, etc. • $10,708.00 1 day at confirmed rate established in SL 8 = $3306.60 • Structures 21, 24, 25 and added 4' of trench width and Incidentals o From the STA 11+21 to 12+57, this design change added —4' width to a trench excavation bid at —2.5 for the 4" force main. This price compensates —136 LF of increased incidentals to the trench section. Specifically, pipe zone bedding, excavation of hardscapes, haul, and backfill. Original structures #25, #24, and #21 have been either deleted or adjusted resulting in (2) new structures being ordered and dump fees calculated for the original structures. The pricing accounts for the additional hardscapes removal in this area not quantified in our original bid price. • $10981.00 No payment to BI #37. Agreed to pay $10,981.00 per letter & pricing. 38 157 MARSHBANK • Structures #25 - #34 Restoration o This pricing replaces the temporary filling of CSBC previously paid on SL 8.1 to prep and remove for bid item hardscape restoration. • $2,036.00 Agreed to pay $2036 per letter & pricing attached Bid Item #2 ESC (Lump Sum Item) - $1,500 (Daily Lump Sum rate multiplied by -60 add 1 ea on BI 2 & 5. Bid Item #5 PTTC (Lump Sum Item) -$7,500 (Daily Lump Sum rate multiplied by* BI #2 LSBD = $166.67/day; BI #5 = $1000.00/day Adding 1 day = $1166.67 paid on SL #9 to PE#2. FWD 001.1 Total -560741 Additional LS items $9,000 Pay SL #9 on PE#2 total of bulleted items = $50,200.04 JMN. Future payment on Striping and Completion of Monument = $5317. Marshbank offers a price of 57-1,075.00 related to FWD 001.1. This price includes all itemized pricing breakdowns above to capture all changes based on the design change presented on 3/29/21. At this time Marshbank is excluding both pothole restoration outside of affected areas within the old alignment and the sealing of existing sawcut until a time where direction and procedure can be evaluated and agreed upon for both feasibility and longevity. Please note the pipe removal item (below) is a unit -based item to be used as encountered and within the language specified. KPG is to use this unit price to create an additional unit price bid item for pipe removal if encountered. • Pipe Removal Per Foot o Marshbank is using 100' feet as a quantity guideline as this amount cannot be quantified with this change accurately. This pricing includes excavation of 12" PVC/Concrete conflicting nonactive pipe within the neat line of proposed storm excavation. The pricing reflects our assumption that the entire pipe does require CDF filling. Marshbank will grout any open ends. If a full pipe fill is required this would be a change to this pricing. The minimum footage for payment if pipe is encountered will be 20' for this pricing to be acceptable. Per email 4/30/21 Rob requested 20' "Resulting in one payment of ■ $66.80 Per LF $1,336.00." Below is a list of assumptions • Marshbank has approval to continually take the three middle lanes day and night as this work has pushed edges and cuts towards to outside of lane lines. If permissions are revoked for any reason, current traffic control pricing will no longer be valid. Repricing and any stoppage as a result of this could become costly. • As the hatches and lids have moved, any alignment or wheel path issues is accepted and City of Tukwila has ownership of the design. • Marshbank makes no warranty that the note "SET MODULAR WETLAND AS NEAR AS PRACTICAL" to field fit works with current design changes and any issue arising from structure #100 will be tracked daily including any work stoppages as well as City of Tukwila accepts risk of pipe alignment/angles with this note_ • Encountered utility sand encroaching as a result of proximity of Zayo comm line will be tracked via force account and any loss production. • Encountered sand undermining adjacent roadway and additional "T -Cut" or restoration will be directed by KPG/Tukwila and tracked via force account. • Marshbank is not liable for any design that increased the max tolerance of allowed deflection for the approved piping. • Any supporting of the comm line will be tracked via force account. • All Concrete Panel replacement is per bid item • All HMA replacement is per bid item • Backfilling structure #100 area with CSBC paid per ton except safety buffer. d . a 158 MARSHBANK CONSTRUCTION • Pipe removal is paid per newly created bid item with a minimum of 20' if encountered for payment. • If unsuitable is encountered in this area any unsuitable is replaced via CSBC per ton related to 7-08.3(1)A. Marshbank requests a change order be written in the amount of $74,818.00 and a unit price bid item created for pipe removal to be used if and when encountered. Marshbank requires an additional (6) working days to complete this change. Should you have any questions regarding this serial letter please contact me at (425) 209-8225 Regards, Rob Gammell Marshbank Construction Inc. ual c9ppc+l.un I r Litiplcyer 3 i,l.' 377 -0709 ns wA C.1.8258 159 160 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Page 1 04/02/2021 14:45 Cost for Item 450 Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 450 CLIENT# = 45 Description = PCO --DESIGN CHANGE 3-30-21 REVISED Unit = LS Takeoff Quan- 1.000 Engr Quan: 1.000 2440 REPLACING MONUMENT AND MATERIALS/SUR Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed PIADJ Adjust to grade crew 4.00 CH Prod: 4.0000 CH Lab Pcs: 2.00 Eqp Pcs: 3.00 2SA008 Monument@110% 1.00 1.00 EA 350.000 385 385 4SAW Sawing sub 1.00 1.00 EA 500.000 500 500 4SURVY Survey sub 1.00 1.00 LS 2,500.000 2,500 2,500 8BA416B Backhoe -420 - 3017 1.00 4.00 HR 40.140 161 161 8C0160 Air Compressor 160 cfm 1.00 4.00 HR 16.200 65 65 8TRFRMN Foremans Truck w/tools 1.00 4.00 HR 17.520 70 70 LABPL PipeLayer-Gr Checker (Gro 1.00 4.00 MH 40.770 249 249 OPF Operator -(Foreman) 1.00 4.00 MH 54.520 352 352 $4,281.69 8.0000 MH/LS 8.00 MH [ 381.16 ] 601 385 295 3,000 4,282 ii010 STRIPING CHANGES Quan: 1.00 DAY Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed EAEX02 200 Exc, Grade Chkr 4.00 CH Prod: 0.5000 S Lab Pcs: 2.00 Eqp Pcs: 0.00 3GY76 Small Tools@110% 1.00 1.00 LS 75.000 83 83 4STP Striping sub 1.00 1.00 LS 2,600.000 2,600 2,600 LABGEN Laborer -(Group 3) 1.00 4.00 MH 39.810 244 244 LABPL PipeLayer-Gr Checker (Gro 1.00 4.00 MH 40.770 249 249 $3,175.65 8.0000 MH/DAY 8.00 MH [ 322.32 ] 493 83 2,600 3,176 21761 MOD STRUCTURE AREA HARDSCAPE REMOVA Quan: 80.00 CY Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed 940 SQFT ADDED- LANE LOADING DIFFICULITIES WITH FWD 1.1 PI2000 Pipe Crew <12", <8' Deep 10.00 CH Prod: 8.0000 UH Lab Pcs: 5.00 Eqp Pcs: 3.00 2AGQBC CSBC Crushed Surf@110 1.00 20.00 TN 9.000 198 198 3HAUL Hauling Sub@110% 1.00 23.00 HR 175.000 4,428 4,428 4SAW Sawing sub 1.00 670.00 LF 20,000 13,400 13,400 4SURVY Survey sub 1.00 1.00 LS 1,550.000 1,550 1,550 8BA416B Backhoe -420 - 3017 1.00 10.00 HR 40.140 401 401 8EX200 Excavator-EX228 - 1022 1.00 10.00 HR 105.230 1,052 1,052 8TRFRMN Foremans Truck w/tools 1.00 10.00 HR 17.520 175 175 9ASPHALT Asphalt Dump Fees 1.00 65.00 CY 8.000 520 520 9CONCRETE Concrete Dump Fees 1.00 65.00 CY 8.000 520 520 LABPL PipeLayer-Gr Checker (Gro 2.00 20.00 MH 40.770 1,244 1,244 OP2 Operator -(Group 1) 2.00 20.00 MB 51.020 1,681 1,681 OPF Operator -(Foreman) 1.00 10.00 MH 54.520 881 881 $26,050.10 0.6250 MH/CY 50,00 MH [ 29.763 ] 3,806 198 5,468 1,629 14,950 26,050 10001 ADDITIONAL MANAGEMENT -TRACKING CHAN Quan: 6.00 DAY Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed SUP01 Superintendent 48.00 CH Prod: 8.0000 HU Lab Pcs. 2.50 Eqp Pcs: 2.50 3GY11 Utilities, Field @110% I.00 6.00 DAY 100.000 660 660 8TRPU Pick up 2.00 96.00 HR 15.330 1,472 1,472 8TRSUPT Truck-Supt.-PM-Est.(No 0.50 24.00 HR 17.520 420 420 SUG Superintendent -(General) 0.50 24.00 MH 66.520 2,410 2,410 SUPENG Project Engineer I.00 48.00 MH 37.000 2,471 2,471 SUPM Project Manager 1.00 48.00 MH 50.500 3,275 3,275 $10,708.19 20.0000 MH/DAY 120.00 MH [ 966.08 ] 8,156 660 1,892 10,708 1' REMOVE PIPE PER FOOT -MINIMUM 20' Quan:: 100.00 LF ` trs/Slrft 8.00 Cala 508 WO NOW **Unreviewed EAEX01 200 Exc,D5, Grade chkr 8.00 CH Prod: 12.5000 UH Lab Pcs: 5.50 Eqp Pcs: 2.00 2C002A 3000PSI@110% 1.00 0.50 CY 100.000 55 55 4HAUL Hauling Subcontractor 1.00 8.00 HR 175.000 1,400 1,400 8EX200 Excavator-EX228 - 1022 1.00 8.00 HR 105.230 842 842 161 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Page 2 04/02/2021 1445 Cost for Item 450 Quantity Unit Perm Constr Equip Sub- Pcs Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 450 CLIENT# = 45 Description = PCO --DESIGN CHANGE 3-30-21 REVISED Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 8TRFRMN 9STORM LABGEN LABPL OP2 OPF SUPENG $5,798.48 Foremans Truck w/tools 1.00 8.00 HR 17.520 140 140 Storm Dump Fee 1.00 15.00 CY 8.000 120 120 Laborer -(Group 3) 1.00 8.00 MH 39.810 489 489 PipeLayer-Gr Checker (Gro 1.00 8.00 MH 40.770 498 498 Operator -(Group 1) 2.00 16.00 MH 51.020 1,344 1,344 Operator -(Foreman) 1.00 8.00 MH 54.520 705 705 Project Engineer 0.50 4.00 MH 37.000 206 206 0.4400 MH/LF 44.00 MH [ 20.451 ] 3,241 55 120 982 1,400 5,798 STRUCT RESTORE 34/25 -PREP FOR HARDSCAPE Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE EAEX04 4HAUL 8EX233 9DIRT LABPL OP2 $2,036.45 **Unreviewed 320 Exc. and Grade chkr 4.00 CH Prod: 4.0000 HU Lab Pcs. 2.00 Eqp Pcs: 1.00 Hauling Subcontractor 1.00 4.00 HR 175 000 700 700 Excavator -CAT 328 - 10 1.00 4.00 HR 127.880 512 512 Dirt Dump Fees 1.00 30.00 CY 8.000 240 240 PipeLayer-Gr Checker (Gro 1.00 4.00 MH 40.770 249 249 Operator -(Group 1) 1.00 4,00 MH 51.020 336 336 8.0000 MH/LS 8.00 MH [ 367.16 ] 585 240 512 700 2,036 41480-03 MH -21, MH -24, ADDITONAL WIDTH 4" REMOVA Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed RESTOCKING/DEMO RELOADING OFFSITE HAULING TO DUMP AND RETURN TO HOME BASE PI4000 Pipe crew 400 8.00 CH Prod: 8.0000 HU Lab Pcs 5.00 Eqp Pcs: 4.00 2AGQBC CSBC Crushed Surf@110 1.00 90.00 TN 9.000 891 891 2PCS026 Type 242 48"@110% 1,00 2.00 EA 457.000 1,005 1,005 4HAUL Hauling Subcontractor 1.00 14.00 HR 175.000 2,450 2,450 8EX070 Excavator -CAT 308 - 10 1.00 8.00 HR 50.330 403 403 8EX200 Excavator-EX228 - 1022 1.00 8.00 HR 105.230 842 842 8L0924 Loader- 3016 1.00 8.00 HR 51.360 411 411 8TOOLJJ Jumping Jack 1.00 8.00 HR 8.000 64 64 9ASPHALT Asphalt Dump Fees 1.00 30.00 CY 8.000 240 240 9CONCRETE Concrete Dump Fees 1.00 30.00 CY 8.000 240 240 9DIRT Dirt Dump Fees 1.00 75,00 CY 8.000 600 600 9STORM Storm Dump Fee 1.00 1.00 LS 800.000 800 800 LABGEN Laborer -(Group 3) 1.00 8.00 MH 39.810 489 489 LABPL PipeLayer-Gr Checker (Gro 1.00 8.00 MH 40.770 498 498 OP2 Operator -(Group 1) 2.00 16.00 MH 51.020 1,344 1,344 OPF Operator -(Foreman) 1.00 8.00 MH 54.520 705 705 $10,981.32 40.0000 MH/LS 40.00 MH [ 1897.12 ] 3,036 1,896 1,880 1,719 2,450 10,981 > Item Totals: 450 - PCO --DESIGN CHANGE 3-30-21 REVISED $63,031.88 278.0000 MH/LS 278.00 MH [ 13190.36 ] I9,918 2,534 8,450 7,029 25,100 63,032 63,031.880 1 LS 19,918.10 2,534.40 8,450.00 7,029.38 25,10000 63,031.88 $63,031.88 *** Report Totals *** »> indicates Non Additive Activity 278 00 MH 19,918 2,534 8,450 7,029 25,100 63,032 Holding account totals will not be added to the report totals because the distribution is instead added to the various bid items. Report Notes: The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities with the resources. 'Unreviewed' Activities are marked. 162 GENERAL NOTES DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. CC O CID ARE SPECIFIED TO THE PROJECTED CENTER OF H www d' U w d d N liflAfiliN1911 WEI AlimAR W Lai ix z 0 Q Q L,_ N 0 SOV 0 0 0- w O p, K F to v 0 NUW C �o I— V) I-- 1.1 aa�(w�z W I-LN.I � J J N A )- Q J p 0V) F W 3p=CD Z C-1C.>am ga 0 W W WH LUOM0= QT Ire WO V1Ww W Zp pOZ �Oagp< IX OI N w = N F LLIJw v) O K z < O Z CP W a w p F p O �' F r p LLI p= d a O o w U W f n vOio Xz CI Zw m� �z o�� Z=:<w>� CI- N J Q w0 (c072 x d N Om 0 WOK UZZUF0 W p Q w 0�F W n10 JO p W Zp� �a S� � Z Z O < a< Jp 0Z C.D<J apW 00 -EZ WgO w` ,ad CC Z 1= Z ~ p pCJ 4Sl� 2 a w �� < 0 W O O W w R FZ0 W)< �z ww NN NF R�X Upw �"�� w� Si_ �zoza��! N O Z W W w a 0 } Z CO w Z O N U H O a CO v o�w Uz N aZ 0-Wa �wa0w V• O CC 0_W 1 -1 -Li WE Z Z Q W CD N F O Cl.. Z cg m? a N 0 aOW z0 F40 O a _1 zz 0CC OU ��viwz NUK m¢ JOa �mw ��` W -N P5 n ¢O,xwmw U<p¢3 WSW ZJ Wdp WZp� UZ �0O ZZZ~ a�Naaa LC., 0 00 r« 0-J W i w0LUZ CX< OU 00 U (1) 0)- NM W NN0 d O U H [V LOt0 n m a; 9 133HS OS+£ VIS 3NI1 HOIVW • O 0 CCN 0)GO • 0 Z 0 F 0 w 0 >- N4 N 0 Q O 0 tx O Q 0 CC Lai w IX d W V) O LU Z M O M a 0 0 z w O W WN U N CL M �Om z a Ci ¢ z NI w 0 O p F O p u, 0 < O Cl CD w CC CD oz N a z No N .,:c cx h 0 H d K T K Z �O p W 0 0 I- X 3 Ca Q J O W .�iCC W 0 H 0 +� Q Z Z H OCD m1 Fo �. c� Mg CI m F a 11 J N N Ca a U Q 3 Cl W CC W a(- o0 < -a O V O JCFJ W J(_.) o g Z �() 0 CU M <z K 0. XU Zu, N c ZX 0 0 0 0 0 0 0 ONnoJ 109 03 91. '0N Hd d013VNINOO NOI1V301 'XOIddV co I O W N O Z ,t w 0 ` m oN ro d 0 +p O D 1? z O O O X H - W cn W W EXIST CB TYPE 2 W 0 O LO M N LC) + I) 0? W J u- 0 a z 0 U) w a Er_ 92, =a Go 04 Qo 7 -O 0 ti y 0 0 ❑N E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 0 C./) W I— Z W u Z U 0 0 U 0 cc 0 0 O' O ^ 'V b U O R 4 * ENGINEERING *STREETS *WATER*SEWER*BUILDING* 99 fl 'S IZOZ/ll/9 Imp• LOWd1SSlOb1\loo.luo0\sbulmos0\NOIS30\11011^0 MW3-91001\VIIMN111\S10300dd\:N GENERAL NOTES STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. ARE SPECIFIED TO THE PROJECTED CENTER OF J) 0 O CC U J W Z � O <0 0 N O 0 J Le - V) Z N Q J 0- < < 2 < Q N N Z Q m Y p RW O N li Z N U K W W �O d tr/) I- d 0 G�i�lh�ll'1i �0 niimAR 1¢� 2 2 o Q Q 00 V) C 5 30 V 0 a O ace F F ry W cc W Z r U, d. J w or NOS O ��FJI W {Qlaa cWeo W p ul C J J N M i Q J W O V) F W Q l.� 2 W V)Z p ZQ N U nOa5'o= 12 LCF., W O .1,...,a-2 W p zce Q Nw �N co Fwd �� �Z ¢p )n =SSW<3 ZD 41 jC F�,1l� w= dQ 00W 0wceN jy. R z C. Z Y W m j IX Z O CTF Li- 3 J>. ol I- W =O W JO N d< W Z U' 0 0 Q J Q Q O 0 2 N-2 ix Q 000 0= Z ceZW WNF !R: NZ 41 II pi L)\ j Z 2<O c.)�.0. QWO0 V) OV) OrW G0 0< Z 2 O Q >c 41p(.•J =00 0 Z 0 z W f CcJ0W r0MW EQJ a' OOV -O wpW W<d0y ir Q z OVA wW� Wad Z U X 020 02 2W ¢ZO cn= �N a>F 1- aG1-0 Q w 2WN F w 2 0 Z W �" �y�C LCw ZW NF OdZ mwMWz�¢O �SWa w� zo pOF �o�Q4�4JJ� r N < 2 Z Q W d' V U Q W V J O N O< W �Q oX00� F d0W � WMV) QOcem LOO 0 3a LT_ J C Z .-: O U O J P V) �v�n C-90 W 4-Z S Q CCC-- JQ p cc W 2 OOOY x< I< --IQ- W Q Q 3 2 J W 1 la K Q V U U V) N S W N N O moi cc; ofo Of O S 133HS OS+2 VIS 3NI1 HO1VW 164 z J a LLJ J Q N N O 0 CONSTRUCTION NOTES CC 0M la. < M W I- CC W W W d N J Q I - < w 0 0 • Z M V) W < r Z N p Z W < oQ F� Q O w L., J M O V1 U Q )- LL) rw C W p Q Z r M W 0 •C > V) U W W O CC N woo_ Fw X V) W Q W r 41 Z J1 5 W CL il N? -i 4.1 C =� Ca O O O O N O re) w w N CO 6M PERMEABLE PAVEMENT RESTORATION STANDARD PAVEMENT RESTORATION O LC.) O9'S L L81 O9'S l L. 81 O O O ca l9'9l o L81 rt C111110 10 101 01 ,£ £ ONISVO 19115 •0 21 ON Hd 9013001NO3 N0110001 XOdddV EXISTING TELEPHONE X-INGJ O551 0 L8L ON001 ION 01 £1 ON Hd 0013101NO3 4' FORCE MAIN (PVC) NOI1V301 X00110 TOP OF FM ± EXISTING GROUND In O9'S L o L8L O9'S l o 881 PIPE STATION PROFILE 0 ti y 0 O E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 0 Cl) W I— Z W u Z 0 0 U 0 -o gggg 0 0 G ti b 3 U %' o ^ 'V 'd U O. R 4: * ENGINEERING *STREETS *WATER*SEWER*BUILDING* WV £1E IZOZ/ll/£ SMP 1011111 SS 1011 cluo3\sbui,Mo00\N0IS30\IIonn1,0 MW3-91041\91IM901\S103POdd\:)1 GENERAL NOTES STORM DRAINAGE LOCATIONS ARE TO CENTER OF THE STRUCTURE. G'�i�lh�ll'1i �D ANINIO ~Q LLI 0 z W 0 Q QO W w z U LL N 0 K O w OEn, ~ N F d U 2 0 Z m o p Z a o N d 0 m o 0 p U 0...1� o �Oj 0)w Fw W OI Lli LT)0 NW m 41 a a�N 00 Fp O� �}O oa ai NZW ce N Z W Q a J y3W.. J m N W Q w 0 CV Z CL Q p 2 Q F 2- N O M O >- w= ce c N Win 0 N N 2 a J I O =o ¢w o�F wNp ON =0, O�w ~ Ja UC.7� OOU Z xd' ix Z W M ¢ Z L.L. O Q OJ Q 0 w O p z w m O 4 2 Q } a p U 0 ix U N v) � l i N Z U �'�- x � O OU O N W Lu cnU w S N Z J W O W O W J 0 F f/ 1 0 L 0 1- n., W Q CY CO Y p O Z LJ D W U ZQ F N Q < f, d> V a = d N CC W 2 w N F O d Z ix LI) • H W Z a O J > S W w Q Z m CY O O �� ¢Ow iO FQ W p � J¢ ¢ Z O00 z ` � CC pJOa �mw Q Win QO i LJ �'' f w Z J CY W d 0 W Z 0 U Z c U' Z Z Z N 0_o 1-0_0 OU Or I—¢¢ Z3 �a< w� 021 00000)- ci ri n DD 8 133HS 09+Z1 VIS 3NI1 HOIVIN 0) soU O Q U K .1— N a ,cDDZ Li O H d W � p W Ud' ZOF N �o<o0a _� Q3 o,-.-,,,5.,-0 U 41 J WJ co W Q O NW;�rJ x O O = Z K ZQt.- 0- O p W w a d U 0 WW W ai N N > } = O O = W O N 5' F 0 W W W .<(/) 3 W m W � Z ; W Q N O ZOO N 0 W W U K N Z CC S Q H H W N M 41 W N N 0 O 9 133HS 00+9 VIS 3NI1 H01VW z J a O CONSTRUCTION NOTES W a w a CO O w Z M M Zr w w M w a 0 = N J J J N I- Z W o 0 0 •• w w Z zZ Nz zw 2 0 J - O 0 Y F- of 10LLI= M O 0 U O m Ce W Q >- N o > N H w 0 1-O Z ¢ 1- W a zz z 0� ce m1- mmaZ N W d 0 Z a<�a zF VI ag O� Fw X D Y W D N N 0 Q Q WWW H U U 0 Q 0 > LAI d W N W > 2 U Z'X 2d O O O O ON M OCV 0 O 010110 10 101 01 ,11 SV9 „b L 'ON Hd 0013001NO3 NOIIV301 •XONddV APPROX. LOCATION w W VI 0 1- 0 VEMENT RESTORA 0) m 0 W U 0 141 C7 J F 1- N W Z O Q O = o d U 0 U m 0. Zig S l 110110 10 101 01 ,090 6 81 N 001003 13310 ,p „3 8 '0N Hd 0011011001 00119301 •X00110 A111110 10 d01 01 ,01 06E03 13310 „b 6 ON Hd 0013011000 N0110301 'X02iddV EXISTING SD X-ING O O N OSSA o Cbl OSSL 98l OSSl O bl o 9111110 10 101 01 ,L13 001003 11310 „b 01 'ON Hd 0010901003 TOP OF FM ± 00110301 '901119 EXISTING GROUND Os•Sl o L rn X_ I z N WOTSI. L8l SO8 ,L'1 103 01 3310030 03190 11 .0N Hd 0013001603 N0119301'X00ddV OS'Sl o Cbl o PIPE STATION PROFILE 0 0 a o 0 ❑w E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS C/) W Z cW 0 D Z 0 0 U 0 n 0 a 'o •= -O v fl. O. * ENGINEERING *STREETS *WATER* SEWER *BUILDING * Wd 99.2 1Z0Z/9Z/0 6^^4, LZLLoo looN1SSLooL\1Jp-14°01\sb,l^^.(\N91S30\11011,0 mr.3-s.ot.V9m9rd \017399119:9 165 GENERAL NOTES FOR GENERAL NOTES 1-9 SEE PREVIOUS SHEET. 0 N r o 0 Waaa N oz3 a KN CO 3 0 a 0 O N 0 a as =000 N W U_ ce0a K U ¢ H H K co Z W W O U CC 41 0<=3 5 U EwzW ix a CC U 0 2 Or o aa 0 0 Z K W 3,, o '0 0-0 Z(3W O W 00 a 0 - vN)rz 0 waa ZO f- ZQ d < O dO U K F H 0 Q ¢ H 0 d I- N CONSTRUCTION NOTES G'�i�lh�ll'1i �D nada W W I- W O w W d W S Z N Z M J Q 0 W w U 0 W 0 N 0 J Lu (C/C") .- 41 01 N LJ 0 N F Q n": oi O p W 0 U0- U0' • < N 0 z = N Z > 0 Z OJ _0 1- N= ce as oQ W Wo Q 2e' p0)d• a 2 m 0p O0 W Z� 3 ceQ �� ow 0 l_ 0 z 1- F N 0 Wa aW W w m H M m < Z QJ z ¢g cn .Qo Oo 0 X0 Y O 0 0 0 w ¢p a¢ 3 0 LJ ¢ U •0 a U < a 0 J Z H Z H H U Z Z ? m 0 0 0 0 0 O N¢ O tx N W Z Z � W W N Z �L H as J I- W M 3 C9 Qmoo a ¢ 0 Q N U am W U N 0 N aLo IX 0 a a lil N N � O Z=¢ 0 F 2zCJ < Od O d 0 SIGNAL GENERAL NOTES CC 0 0 0 U U d W 2 W m 3 Z QQ a Z . J J O N d m ¢ ¢ F U LI N0 0wZ 2d F Q N NLa- U 0 < J O U = Q W > m m 0 O z Q o z Q 0 O Z IZ U U M Z W W a d K z W Z cn O ¢ p w— Fo p U¢ J W Z Z m CC La- Q O mN a,116 _cm. U O CO ¢0 F¢Z? 0 CO CW/1�0 0z(�0 waw Q M > Z d y a=, W o 0 0 O Z. -W U m a N W F W Z J U .._. w H a y Q O ¢ 0 � � 0 CC U y W W Z N W J W J W 0 Z O N= V ( 1 1 O¢ N mF <wQ d • ce CL ¢ z a W ¢O F> ¢• i5ai-•=', O O oNg Pe =F ovw)v)3, U 0 0 Z U N d' Lu 00 wW-O0- 6 133HS OS+9l VIS 3NI1 HOIVW W L� W N N H 0 Q 0 Q 0 d d a 0 Z W un J CC dLaJ W O N Z Q ZO 30 0- m� W O 01 m • 0 N a (/)= W WX O Z N Z O 0 0 O U Q O W ZO O d W pfn U < K ZZz n V) d S N 0 O w 0. 0 a¢a W 3 N ¢O m¢ U 0 Z 0. ZZ LJJ LaJ Q N 0 LLI Z J 6 0 N 0 0 cc F Q w U Z Q —U' W 01 0- Z N U CC L.- L4-1 0 0 J Z S N Z N Vj =W= 3 0 N Z J Q N 0. SIGNAL CONSTRUCTION NOTES W m a O- 6 N N Lu W Z w N 0 0 Z 0 N Z 0 J w U O w CC I- W IC: O J O N W U S z zCI Q O Z z Z N Q - S S 0 : 0' U NF UD Z Z L W Q� 0 .- (1 F N( 0 0 U _ O Fw 01 Q 0�J0J ")O 0 0zQo H O Q J Cw.7 W w K w 0 N= a W z a W J r Z Z `1 m N f=,, Q 1- 1- O O O 0 H U Z 0 U o~ 0 z z z E W a o 3 O a O m a p p�p Q N Q H U U Q J W m W} Q Up W W W O 0 JJ 00 Q U J O -J00- W J Z H 0 O Z Z= O O U Q O 0 QN Z rz avQ Z)0=C O J Z N m O w N W =. N U Z Z O d O O Ec JNE w H• mJ OW F O S a Z U 0=mS U C m Q EVNO z a S W WW F a W `2 O J Z W W� Z J Z N N U 0 U N N �''� W N Lu �i (7 Wd W E Z U Z w a�5mW o21wz BIZ 2Q�UN Om'=Z2 O~N N= U 0 ' F J J W N Z U W ;¢wo9 ca)a L w2 N�� L. `m F S l._ of(S/)Jdd W$co o Ln M cV Oo o 0 N a >m c-) 12 LF 12" SD S=0.22% 1- ZXO Q d' U Q O w J O W w 0 U N Z Q =Z Q a Jll Q O U _ W 0 W lwi CC } 0- m Ls - 09 W 0 W w z O- N 0 FCC 0 wUw W 0 M 0— o O a w , O _ v aJ �N W -1 w zz�z� N N N mvo 0 0 0 .- , ,nom 6' , o l u-)06� - r � Q z z z z zo z W N 67LJ 0 W W W W I LO STRUCTURE 21 TO STRUCTURE 24 AlilU fl 30 dal Ol .£.8 ONISVO ldd1S „b .ON Hd a013Va1NO3 NOI1VO01 •X0dddV 6.81 L I33HS OS+ZI VIS 3NI1 HO1VW 166 PIPE STATION PROFILE 0 0 8 z H c E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS (/) LLJ W 0 D Z U 0 0 U 0 n CC 0 G 'd b ro O b -O V * ENGINEERING *STREETS *WATER* SEWER *BUILDING * Ad Sb £ 1Z08/9z/£ bAT Lzu£o lOwalSslobl\ho14.3\sb°!"'.a\NDIS3a\IIp3}n0 MM-slobl\VIIMdn1\s1O3road\:d Rob's #'s: 42821 LD 1, r-1 m 260501 oo 0 N 0 r-1 ri 00 Ol 0 v-ic-1 20361 o O u1 o o u1 r--- to m m 0 o ai Lr1 N LD V} Remaining $5,317.00 Mon & Striping $5,317.00 Serial Letter 09 Pricing Breakdown Item: Total (Total Paying on PE 02 O O r1 dt c-1 N V} O O O V} 1-- N N m N rn N O LO LIS 0 m m t/} O O r1 0o Ql O c1 O O kr3 m o N in• N LD lD Lc) r-i O O O O o T-1 V} O O cii. m m V} 0 O o N O Lfl $4,282.00 0 0 l0 1, r1 m V} 0 CO Dl c-1 d- 111 N 0 l0 L.0 0 m m V)- 0 0 ri 0o D1 o r1 0 0 LD m 0 N i/? N (0 L0 lD ,--1 V} O 0 O 0 0 i -1 V} O 0 L0 m CO c-1 V} Replacing Monument Added Striping Install/Removals and Subsequent Layout Modular Stucture Relocation/Added Saw-cutting/Safety Shoulder Additional Days/Overhead Structures 21, 24, 25 and Added 4' of trench width and incidentals Structure #25 - #34 Restoration Bid Item #2 Bid Item #5 Pipe Removal Per Foot 167 PRIME LABOR PRIME EQUIPMENT 1 MATERIALS J O QU z Z O U CO 1) rn CO J LLI E-• z uJ a a w CO rn w C.) W SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 1 Project Name: Bid Item: Description of Work: Prime Contractor: EMWO Project No: 14015 Date: 4/19/2021 04 - Resolution of Utility Conflicts Pay Est: 2 Remediation of unsuitable base material at structure #19. No Bid item for unsuitable soils. Found unsuitable base material for setting pump station mit. - Matt North. Marshbank Sub Contractor: N/A NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION Chris Rammage 9 tH IUK-LUNt 1/LIKUU1'LI 1+(MIKAUt UYtKIN ItNutNI /UYK licl 2 $ 89.76 $ 121.90 $ 179.52 William Lindstrom PIPELAYER & CAULKER - ZONE 1/GROUP 4 (MCI TRADE 4) 2 $ 63.01 $ 85.75 $ 126.02 William Watkins GENERAL LABORER - ZONE 1/GROUP 3 (MCI TRADE 1) 2 $ 61.83 $ 84.03 $ 123.66 2 $ - $ - $ - Darren Mcintosh LABORER 70% OF GENERAL LABORER (1001-2000 HOURS) (MCI TRADE 16B) 2 $ 47.69 $ 63.53 $ 95.37 James Healey TCS FOREMAN- ZONE 1/GROUP 2c (MCI TRADE 3A) 2 $ 59.37 $ 80.42 $ 118.74 Timothy Peltier (MCI TRADE 8A) 2 $ 86.54 $ 115.75 $ 173.08 - $ - $ - $ - - $ - $ - $ - PRIME LABOR SUBTOTAL PRIME LABOR TOTAL INCLUDING 31% MARKUP $ 816.39 $ 1,069.47 EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION MCI -1029 2 $ 115.22 $ 6.62 $ 230.44 MCI -3016 2 $ 58.16 $ 9.76 $ 116.32 MCI -0120 2 $ 15.36 $ 3.16 $ 30.72 MCI -0112 2 $ 14.48 $ 2.27 $ 28.96 MCI -1023 2 $ 77.92 $ 30.10 $ 155.84 $ - $ - $ - $ - $ - $ - PRIME EQUIPMENT SUBTOTAL $ 562.28 MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION Invoice for 2x4 quarry spalls needed $ - $ - $ - PRIME MATERIALS SUBTOTAL PRIME MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ 680.36 PRIME SUBTOTAL $ 1,749.83 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION _ $ - $ - $ _ _ $ - $ - $ _ _ $ - $ - $ _ - $ - $ - $ _ SUBCONTRACTOR LABOR SUBTOTAL SUBCONTRACTOR LABOR TOTAL INCLUDING 29% MARKUP $ - I $ - EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBCONTRACTOR EQUIPMENT SUBTOTAL $ - MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION Invoice from Silver Streak Needed $ - $ - SUBCONTRACTOR MATERIALS SUBTOTAL SUBCONTRACTOR MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ - SUBCONTRACTOR / SERVICE INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR INVOICE TOTAL $ - SUBCONTRACTORSUBTOTAL $ - PRIME CONTACTOR MARKUP AT 12% $ - SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUP I $ 4 - Force Account Sheet By: ME HERE, KPG Office Engineer De Approval of Force Account Worked: NAME HERE, KPG Resident Engineer 168 Date SHEET TOTAL: $ 1,749.83 Invoice #: 971 FA No.: 0 DAILY REPORT OF FORCE ACCOUNT WORKED 1Fr74r SEATTLE • TACOMA Project Name: Bid Item No.: Description of Work: Prime Contractor: 0 Project No: Date: y q r, - ,-Description ( S,w,i .io[. , 0 Lk 404- 1.1_14!�►t;1.+-f-a(P 7A, 5+ OAR, -{ It „A 4 X74 -(. 6.-e_ it cot. 1Mct..riA,tzt,tk rat Work by Subcontractor?: ; Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME COMMENTS HOURS HOURS Ch K4 �CLA4:,14etc Ft.).CP 1440art 2— (ms: Li L, +l e4r0 C9Pe ariV r '2- k9wtiti 1+ V•11A 1,11)Ve N" r- 2 Apt r o It, - 'aper .14,►r 2 vhr 1,44j k40. 'Q.41.( A Ff� fe_ui f �- �? 2- n,.{a 7 ( 'A i) lir 1-6 S `. -77 t1/1 e___Jd, •% r -?i(-- 'i per ; -e i- 2. EQUIPMENT EQUIPMENT OR ATTACHMENTS STRAIGHT STANDBY COMMENTS HOURS HOURS tkt 07,6) °1 -x, w�ci ir-44... 2---x 5 9r is .. 2, � J 0117etdetr" 2_ ', I 70 p G -o fvTati4.4,7,r9 'g F/61. 2_ Ito it --[ ~O 17: /0.- 2- * 10 -27 l40v14u-1-�2- l'49) E; ' MATERIALS MATERIALS QUANTITY UNIT COMMENTS Quantities as measured in the field INVOICES INVOICES QUANTITY UNIT DOLLAR AMOUNT Verification • , Worked: .4• ; COMMENTS: 1I1^ SU it -t' 13 LE _ iii i 02. a'I.-se- /t°r, `-�,� r./ S 1 1orN441-6 rrtl-- 169 Ala PI ,crani, r—..* )--041,4 p �v R (44-loUA7.) Contractor's Representative Date x #.'`�oqt't ,,moi Owner's Representative Date Marshbank Construction Inc. Foreman's Report of Force Account Worked 5110 Date y//s/z j Job # ?.a/r - - - Weather ,5‘.1 )4 7/ ° Auth. By Describe 'Wo`�rk Performed (Attach �Additional heet_srif Necessary) �^ 0 A's.d+rlw�Die, J' i+.4-1• t4 -r,:pw 6 5 l^ruc_44.I-e 'ni "'IL . -tlr+t ' 3,re .�c4-di oxy -- 1-Ca/`e. 11/`I reLIL, Aka 4,..,.c wa.46.� Oft 2-.A "r ""c-- , Labor Equipment Hours Name Hours Machine/Machine Number Z _ Atm K Z Z36 ,...K* /on Z _ (..,.i( 1 _ 2 2.p 32z) '`30ig 2_ t,.), d/ L Z _ _ ;re y` V +4 1 Z 2 A •.ror• _ I) n "rf -n. _ 2-- I -6)4- I,rsc- - C .4- 3e, tl. /027 2. 1;a" Below This Line Attach Invoices or Truck Slips/Tickets If Available Materials (Includes Dump Fees) Subcontractors (Includes Rental Trucks) Quantity Description '21.LI rrc7`/t1 €mac Invoice No. Subcontractor S;; Iv�,r- s c_._c /i 3- u,.,4. Q4- ;,...e-fi 542ti / Signature: arc Pr: 170 Date Completed: rJ ' (? -Z( DESCRIPTION TONS TOTAL UNIT PRICE AMOUNT KANGLEY ROCK & RECYCLING ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 98108 • (206) 768-1000 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 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 ACCOUNTING (206) 768-1000 FAX (206) 763-2730 SALES & ORDER DESK J206) 768-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. PROJECT CUSTOMER NAME JOB ADDRESS PLANT # CUSTOMER P.O. JOB NO. DELIVERY TICKET NO. SPECIAL INSTRUCTIONS COLLECT ON DELIVERY (C.O.D.) ❑CASH ❑ CHECK # CARD # ❑ VISA ❑ MASTERCARD ❑ DISCOVER ❑ CHARGE EXP. / QUANTITY U.M. PRODUCT CO'E DRIVER DISPATCHER TRUCK NO. TAX CODE ORDERED BY TIME DUE REMIT PAYMENT TO 9125 10th AVE. S. SEATTLE, WA 98108 TERMS ON REVERSE RELEASE — CUSTOMER RELEASES AND AGREES TO HOLD HARMLESS KANGLEY ROCK & RECYCLING, OF GARY MERLINO CONSTRUCTION COMPANY, INC- FOR ANY DAMAGE TO HIS REAL OR PERSONAL PRO CAUSED BY DELIVERY OF MATERIALS LISTED ABOVE. DETAILS ON REVERSE. 6.00 SUB -TOTAL SALES TAX CUSTOMER SIGNATURE PRINT NAME DATE REV 04-2009 BALANCE FORWARD CUSTOMER COPY TOTAL AMOUNT 171 PRIME LABOR PRIME EQUIPMENT 1 MATERIALS cc U m uj w 0 a_ 7 0 w m SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 3 Project Name: Bid Item: Description of Work: Prime Contractor: EMWO Project No: 14015 Date: 4/29/2021 04 - Resolution of Utility Conflicts Pay Est: 2 Pothole gas line from STA 17+00 RT to 18+00 RT to locate existing gas line. Marshbank Sub Contractor: N/A NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION William Watkins GENERAL LABORER - ZONE 1/GROUP 3 (MCI TRADE 1) 2.5 $ 61.83 $ 84.03 $ 154.57 Chris Rammage 11S) 2.5 $ 89.76 $ 121.90 $ 224.40 Darren Mcintosh LABORER 70% OF GENERAL LABORER (1001-2000 HOURS) (MCI TRADE 16B) 2.5 $ 47.69 $ 63.53 $ 119.22 - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - PRIME LABOR SUBTOTAL PRIME LABOR TOTAL INCLUDING 31% MARKUP $ 498.19 I $ 652.63 EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION MCI -0080* 2.5 $ 141.53 $ 48.60 $ 353.83 MCI -0109 2.5 $ 19.72 $ 2.02 $ 49.30 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - PRIME EQUIPMENT SUBTOTAL $ 403.13 MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - $ PRIME MATERIALS SUBTOTAL PRIME MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ 487.79 PRIME SUBTOTAL $ 1,140.42 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - $ - $ - $ - SUBCONTRACTOR LABOR SUBTOTAL SUBCONTRACTOR LABOR TOTAL INCLUDING 29% MARKUP $ - $ - EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION $ - $ - $ $ - $ - $ $ - $ - $ SUBCONTRACTOR EQUIPMENT SUBTOTAL $ - MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ $ SUBCONTRACTOR MATERIALS SUBTOTAL SUBCONTRACTOR MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ - SUBCONTRACTOR / SERVICE INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR INVOICE TOTAL $ - SUBCONTRACTOR SUBTOTAL $ - PRIME CONTACTOR MARKUP AT 12% $ - SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUP 1 $ Force Account Sheet By: Approval of Force Account Worked: WIE HERE, KPG Of ice Engineer NAME HERE, KPG Resident Engineer Date 05/11/2021 172 SHEET TOTAL: $ 1,140.42 oti Marshbank Construction Inc. Foreman's Report of Force Account Worked 5114 Date _ !Job # Weather 1 JAuth. By 1 Describe Work Performed (Attach Additional Sheets if Necessary) t 7 . Labor Equipment Hours Name Hours Machine/Machine Number Below This Line Attach Invoices or Truck Slips/Tickets If Available Materials (Includes Dump Fees) Subcontractors (Includes Rental Trucks) Quantity Description Invoice No. Subcontractor Signature: Date Completed: 173 SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 4 174 Project Name: Bid Item: Description of Work: Prime Contractor: EMWO Project No: 14015 Date: 4/13/2021 04 - Resolution of Utility Conflicts Pay Est: 2 Delay in laying 4" pipe due to unkown DI pipe crossing at 9-80. Resolved on RFI. Marshbank Sub Contractor: N/A PRIME LABOR 1 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION Chris Rammage 1 F tKIN1tNUtN1 /UYtKH1OK-LONt 1/LIKUUP 1, (MU 1KAUt 0.5 $ 89.76 $ 121.90 $ 44.88 William Watkins GENERAL LABORER - ZONE 1/GROUP 3 (MCI TRADE 1) 0.5 $ 61.83 $ 84.03 $ 30.91 William Lindstrom PIPELAYER & CAULKER - ZONE 1/GROUP 4 (MCI TRADE 4) 0.5 $ 63.01 $ 85.75 $ 31.51 Darren Mcintosh LABORER 70% OF GENERAL LABORER (1001-2000 HOURS) (MCI TRADE 16B) 0.5 $ 47.69 $ 63.53 $ 23.84 - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - PRIME LABOR SUBTOTAL PRIME LABOR TOTAL INCLUDING 31% MARKUP $ 131.14 $ 171.79 PRIME EQUIPMENT 1 MATERIALS EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION MCI -0120 0.5 $ 15.36 $ 3.16 $ 7.68 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ PRIME EQUIPMENT SUBTOTAL $ 7.68 MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ $ $ PRIME MATERIALS SUBTOTAL PRIME MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ 9.29 PRIME SUBTOTAL $ 18t0.8 G3 SUBCONTRACTOR LAE NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - SUBCONTRACTOR LABOR SUBTOTAL SUBCONTRACTOR LABOR TOTAL INCLUDING 29% MARKUP $ - I $ - SUB EQUIPMENT I MATERIALS EQUIPMENT OR ATTACHMENTS WORKING RATE STANDBY RATE EXTENSION $ - $ - $ - $ - $ - $ - $ - $ - $ - SUBCONTRACTOR EQUIPMENT SUBTOTAL $ - MATERIALS (add tax to unit price if applicable) INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR MATERIALS SUBTOTAL SUBCONTRACTOR MATERIALS & EQUIPMENT TOTAL INCLUDING 21% MARKUP $ - $ - SUB/SERVICE SUBCONTRACTOR / SERVICE INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR INVOICE TOTAL $ - SUBCONTRACTOR SUBTOTAL $ - PRIME CONTACTOR MARKUP AT 12% SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUP I $ Force Account Sheet By: Approval of Force Account Worked: 1ME HERE, KPG Office Engineer D[ NAME HERE, KPG Resident Engineer Date SHEET TOTAL: $ 181.08 174 Marshbank Construction Inc. Foreman's Report of Force Account Worked Date ( IJob# Weather I IAuth. By I Describe Work Performed (Attach Additional Sheets if Necessary): Labor Hours Name Hours Equipment Machine/Machine Number Quantity Below This Line Attach Invoices or Truck Slips/Tickets If Available Materials (Includes Dump Fees) Description Subcontractors (Includes Rental Trucks) Invoice No. Subcontractor Signature: Date Completed: 175 Project Name: East Marginal Way Outfall Stormwater Retrofit Project SUMMARY FIELD NOTE RECORD KPG Project Number: 14015 City Project Number: 91041204 Bid Item: 4 Resolution of Utility Conflicts Schedule A Pay Est.: 1 Pay Estimate Period: From: 3/8/2021 To: 3/31/2021 Inspector: Ed Wagner / Matt North Calculated by: Ed Wagner / Matt North Quantity Calculation (Attach supporting information as needed) Date Work Performed Location of Work Performed Calculations FA Quantity 03/08-03/31 Supplemental Costs Compiled See attached Serial Letter 8.1 for Backup 5.14 03/08-03/31 Additional Pricing for Exploratory Vactoring See attached Serial Letter 8.2 for Backup 0.36 Total 5.50 Material Acceptance Material Brand Name / Manufacturer Model / Type RAM or Sub. # Basis of Acceptance Pay Summary Item # Bid Item Unit Qty Unit Price Contract Total 4 Resolution of Utility Conflicts FA 1 $ 25,000.00 $ 25,000.00 Quantity due this pay Estimate 5.50 549.93% $ 137,482.62 Total paid on previous Estimate(s) 0.00 0.00% $ - Total Paid to Date 5.50 549.93% $ 137,482.62 Amount left in Bid Item -4.50 -449.93% $ (112,482.62) Posted By: Alexa Henry, Documentation Verjfipd/Checked By: Date: 04/01/2021 �. 7Alatzt Zoira 04/01/2021 Date: Signature: 4 7'47 Signature: MARSHBANK March 30, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 8.1 Additional Info Request 3-30-21 Mr. North, The purpose of this letter is for Marshbank Construction, Incorporated (Marshbank Construction) to provide the City of Tukwila and its representatives with supporting documentation to supplement the notice of differing site conditions and our interpretation of direction given by KPG to postpone saw -cutting and tracking efforts during redesign for consequential delays. 1. The date and nature of the protested order, direction, instruction, interpretation or determination Marshbank Construction Inc. (Marshbank) is providing this supplemental information related to serial letter No.005 (Differing Site Conditions). The purpose of this information is to provide all known direct costs associated with this delay arising from March 9, 2021 through March 17, 2021. These costs have been compiled with the expectation for prompt payment related to the issue. The two issues are the bio retention sidewalk area and the storm activity both in redesign and on hold until further notice at the current expense of Marshbank. 2.A full discussion of the circumstances which caused the protest, including names of persons involved, time, duration and nature of Work involved, and a review of the Plans and Contract Provisions referenced to support the protest. Persons Involved: • Marshbank Construction o Rob Gammell (Project Manager) o Ernest Hinds (Superintendent) o Patrick Gleason (Project Engineer) o Chris Rammage. (Foreman) • City of Tukwila and its representatives o Matt North (KPG-Resident Engineer) o Alexa Henry (Construction Services) o Ed Wagner (Lead Inspector) o Ray Larson (City of Tukwila -Project Manager) • KPG Design o William R. Edralin (Design Engineer/Final Stamp) 3 9708 'Fax 377-0:'09 9 !_a .::.,.a fir:.:- W:• Vi i.- F10 177 MARSHBANK CONS1RUC i iO(\ -9t rL r .'7 t ' f f L> h.,1R rwc . . Relevant Timeline of Events: On March 3, 2021, Marshbank visited the site for initial locate boundary markings. Once onsite it appeared that a potential scaling issue was present for the sidewalk area regarding the bioretention zone after a cursory site walk. Marshbank requested a meeting for an onsite visit with KPG/City of Tukwila to discuss existing conditions in contrast to the plans. This meeting was held on March 4, 2021 and present for this meeting was Rob Gammell (MCI PM), Ernie Hinds (MCI Superintendent), Ed Wagner (KPG Lead Inspector), Matt North (KPG, RE), Ryan Larson (Tukwila PM). Marshbank brought to attention questions about the design vs actual field conditions before mobilization occurred. Marshbank agreed to follow up immediately with an RFI illustrating the issues combined with site photos. The same day as March 4, 2021, Marshbank sent an immediate RFI (#011) identifying both differing site conditions along with photos for easy interpretation of the issue. Specifically showing how the as -bid detail showed an existing 6" concrete area for doweling into a planned vertical wall appeared to be a thin questionable condition asphalt present. This was in addition to a horizontal issue for existing sidewalk area in regards to tree pits not able to retain a permanent 6' walkway. No immediate answer or timeline for redesigning the section of work "bioretention sidewalk area" was given. Marshbank was not notified to delay mobilization in any manner at this time and mobilizes for work on March 8, 2021. As Marshbank is in the process of mobilizing equipment and laying out sawcut behind the survey pins per plan. It appeared onsite that another vault lid was in the center turn lane absent of definitive markings where future storm is to be installed. This did not have sufficient informative locate marks to Marshbank's acceptance and another locate specific call via 811 is generated by Marshbank to clarify the identifiers. Marshbank brought to KPG's attention the locate paint indicating a communication line roughly 3' wide in the future storm alignment which is not shown on the plan documents. In expedited fashion and on the same day Marshbank immediately sent an RFI (#014) requesting direction and alerting KPG of the "time sensitive issue". KPG responds at 4:44 pm with a direction of a work stoppage order and consider this a response to RFI #014. This resulted in added potholes directed by KPG for further design investigation. Both the issue of the sidewalk bioretention area needing to be redesigned and the gravity/force main activity resulted in work stopping design issues which kept Marshbank from being in any manner productive. This displaced the crew, and focused on potholing both overstaffed and inefficient while sacrificing concurrent work as bid. The first weekly meeting is attended virtually by the project team and Marshbank transmitted serial letter #05 on the same day March 9, 2021 which formally notified KPG and the City of Tukwila of the communication line differing site condition present. The intent of this notification in conjunction with the discussion in the weekly meeting was to alert KPG/Tukwila of the various design issues brought forward and how Marshbank intends to track these issue(s) via force account until production work as bid can be realized. Marshbank made sure to state in serial letter No. 5 the issue of bid item potholing due to the changed conditions for critical stoppage. As detailed in said serial letter for the crew being dedicated for potholing materially changed the way we priced and the quantity of each pothole. 3/9/2021 — Complete loss of production. After the work stopping direction, crew exclusively worked on all potholes including added quantities never quantified in the per each proposal price. Marshbank bid the project to concurrently sawcut with slurry collection laborers (MCI crew members) while hardscape was being stripped and hauled off to waste site. This would allow clear and unobstructed access for (1) vactor truck to pothole the proposal quantity (6). Marshbank thus had to pivot from this means and methods to a focused (5) man crew exclusively on —13 potholes and a minimum sawcut charge. The following remaining timeline dates have been itemized for ease of reading. 3/10/2021 — Complete loss of production. KPG responds to RFI (#014) stating that KPG understands they have added potholes and will agree to track for fair and equitable agreement. By 2:56 pm Marshbank provides all data from potholing as directed via email. ,70 178 MARSHBANK CONSTRUCTION • 3/11/2021 — Complete loss of production and displaced crew. 3/11/2021 (10:08am) -Marshbank provides surveyor rates for T&M for KPG's records. 3/11/2021 (10:36am) — KPG send redesign plan requesting rapid scheduling of survey and saw -cutting. 3/12/2021 — Complete loss of production and displaced crew. 3/15/2021 — Small crew supporting survey with traffic control and assisting layout for saw -cutting the next day. Complete loss of any critical path work. 3/16/2021 — Complete loss of production. Crew beginning to assist saw -cutting out of sequence, no work completed in the manner bid. 3/17/2021 — Complete loss of production and working on track force account as accepted forward price still outstanding. Crew began hardscape stripping and excavation for structure #25. Encountered a 4" potentially known (KPG Plan Set show FO) in the area of excavation in direct conflict with the structure/shoring box. Seemingly from the redesign shifting from a clear separation to overlap of said conduit. 3/17/2021 — Related to RFI and initial pricing sent for the redesign Marshbank encounters sand encroaching into preliminary excavation. No inspector onsite at this time. Email notification with time and pictures sent to KPG (8:46 am) 3/17/2021 — (9:37 am) Marshbank immediately notifies KPG onsite as well as RFI (#021) 3/17/2021 - (6:21 pm) KPG send email restating onsite discussions for tracking the entire day as lost production and reimbursement via force account. "The storm work on East Marginal Way is on hold until further notice." 3/18/2021 - No production. Equipment on standby. 3/19/2021 - No production. Equipment on standby. 3/19/2021 — Marshbank's baseline schedule approved "NET" 3/22/2021 — Stand by until further notice. 3. The estimated dollar cost, if any, of the protested Work and a detailed breakdown showing how that estimate was determined. In an effort to expedite this cost issue Marshbank has detailed the immediate impacts to only Project Manager, Project Engineer, and halftime Superintendent. See attached daily breakdown showing $2,194.25 (1,675 with markup). These rates should match the presented office rates priced for comparison purposes to the first redesign Priced Change Order. If this cannot be agreed upon Marshbank reserves its rights to realize the full impacts i.e., Superintendent salary, office manager, office rental, ownership costs, clerical/timekeeping, vehicles, liability insurance, supplies, utilities etc. and continue the protest. Marshbank requests $86,640.17 to cover direct costs beginning March 9, 2021 through March 17, 2021. Additionally, Marshbank is providing a charged rate effective March 18, 2021 of a daily rate of $1,112.35 for equipment per day and $2,194.25 for office overhead per day for unrealized non -working equipment staged on this project and overhead costs being incurred by Marshbank Construction. The daily cost including both equipment standby and management is $3,306.60. These costs will be incurred daily until work is able to be performed per production and schedule. Marshbank will be billing An Ecittal ()pportoriw.):t-;' alr ove Ph, 3'77 n7O8 Fax 13 -, L71S�_�w,r��n:5 ,,;r_, 's�,'�b 179 MARSHBANK CONSTRUCTION DEE " 1,' each of the calendar days affected this daily rate. As of our goal of resuming changed work April 5, 2021, yields (12) workable calendar days have elapsed totaling $39,679.20. This cost is ongoing and is not captured in the above sum until resolution and agreement for work to begin. As this is design delay is ongoing and the schedule impacts cannot be fully realized until production work begins including any added long lead supplier items such as structures the resulting schedule impacts are not known. BioClean charges $2,982.00 storage fees per month beginning April 1St. These costs will be bore by KPG/City of Tukwila along with the two cancellation charges outlined in the daily sheets. As of April 5, 2021 City responsibility of costs: 3/09/2021 to 3/17/2021 - Impacts $86,640.17 3/18/2021 to 4/02/2021 - Daily Standby $39,769.20 BioClean Storage — April 1St Charge $2,194.25. Total Direct Impacts Assumed thru April 2, 2021 $128,513.62. Please note potholing extra work performed on 3/27/21 is not include in this summary as it was separate design informational work with still a loss production day. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. In that these costs are occurring daily Marshbank requests a response by end of day tomorrow. If you have any questions or wish to discuss further please give me a call at your earliest convenience. Sincerely, Rob Gammell Marshbank Construction 180 08 i;? C , ns ; 4%. 98 ;8 MARSHBANK March 22, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 8 Mr. North, The purpose of this letter is for Marshbank Construction, Incorporated (Marshbank Construction) to provide the City of Tukwila and its representatives with supporting documentation to supplement the notice of differing site conditions and our interpretation of direction given by KPG to postpone saw -cutting and tracking efforts during redesign for consequential delays. 1. The date and nature of the protested order, direction, instruction, interpretation or determination Marshbank Construction Inc. (Marshbank) is providing this supplemental information related to serial letter No.005 (Differing Site Conditions). The purpose of this information is to provide all known direct costs associated with this delay arising from March 9, 2021 through March 17, 2021. These costs have been compiled with the expectation for prompt payment related to the issue. The two issues are the bio retention sidewalk area and the storm activity both in redesign and on hold until further notice at the current expense of Marshbank. 2.A full discussion of the circumstances which caused the protest, including names of persons involved, time, duration and nature of Work involved, and a review of the Plans and Contract Provisions referenced to support the protest. Persons Involved: • Marshbank Construction o Rob Gammell (Project Manager) o Ernest Hinds (Superintendent) o Patrick Gleason (Project Engineer) o Chris Rammage. (Foreman) • City of Tukwila and its representatives o Matt North (KPG-Resident Engineer) o Alexa Henry (Construction Services) o Ed Wagner (Lead Inspector) o Ray Larson (City of Tukwila -Project Manager) • KPG Design o William R. Edralin (Design Engineer/Final Stamp) 181 MARSHBANK Relevant Timeline of Events: On March 3, 2021, Marshbank visited the site for initial locate boundary markings. Once onsite it appeared that a potential scaling issue was present for the sidewalk area regarding the bioretention zone after a cursory site walk. Marshbank requested a meeting for an onsite visit with KPG/City of Tukwila to discuss existing conditions in contrast to the plans. This meeting was held on March 4, 2021 and present for this meeting was Rob Gammell (MCI PM), Ernie Hinds (MCI Superintendent), Ed Wagner (KPG Lead Inspector), Matt North (KPG, RE), Ryan Larson (Tukwila PM). Marshbank brought to attention questions about the design vs actual field conditions before mobilization occurred. Marshbank agreed to follow up immediately with an RFI illustrating the issues combined with site photos. The same day as March 4, 2021, Marshbank sent an immediate RFI (#011) identifying both differing site conditions along with photos for easy interpretation of the issue. Specifically showing how the as -bid detail showed an existing 6" concrete area for doweling into a planned vertical wall appeared to be a thin questionable condition asphalt present. This was in addition to a horizontal issue for existing sidewalk area in regards to tree pits not able to retain a permanent 6' walkway. No immediate answer or timeline for redesigning the section of work "bioretention sidewalk area" was given. Marshbank was not notified to delay mobilization in any manner at this time and mobilizes for work on March 8, 2021. As Marshbank is in the process of mobilizing equipment and laying out sawcut behind the survey pins per plan. It appeared onsite that another vault lid was in the center turn lane absent of definitive markings where future storm is to be installed. This did not have sufficient informative locate marks to Marshbank's acceptance and another locate specific call via 811 is generated by Marshbank to clarify the identifiers. Marshbank brought to KPG's attention the locate paint indicating a communication line roughly 3' wide in the future storm alignment which is not shown on the plan documents. In expedited fashion and on the same day Marshbank immediately sent an RFI (#014) requesting direction and alerting KPG of the "time sensitive issue". KPG responds at 4:44 pm with a direction of a work stoppage order and consider this a response to RFI #014. This resulted in added potholes directed by KPG for further design investigation. Both the issue of the sidewalk bioretention area needing to be redesigned and the gravity/force main activity resulted in work stopping design issues which kept Marshbank from being in any manner productive. This displaced the crew, and focused on potholing both overstaffed and inefficient while sacrificing concurrent work as bid. The first weekly meeting is attended virtually by the project team and Marshbank transmitted serial letter #05 on the same day March 9, 2021 which formally notified KPG and the City of Tukwila of the communication line differing site condition present. The intent of this notification in conjunction with the discussion in the weekly meeting was to alert KPG/Tukwila of the various design issues brought forward and how Marshbank intends to track these issue(s) via force account until production work as bid can be realized. Marshbank made sure to state in serial letter No. 5 the issue of bid item potholing due to the changed conditions for critical stoppage. As detailed in said serial letter for the crew being dedicated for potholing materially changed the way we priced and the quantity of each pothole. 3/9/2021 — Complete loss of production. After the work stopping direction, crew exclusively worked on all potholes including added quantities never quantified in the per each proposal price. Marshbank bid the project to concurrently sawcut with slurry collection laborers (MCI crew members) while hardscape was being stripped and hauled off to waste site. This would allow clear and unobstructed access for (1) vactor truck to pothole the proposal quantity (6). Marshbank thus had to pivot from this means and methods to a focused (5) man crew exclusively on —13 potholes and a minimum sawcut charge. The following remaining timeline dates have been itemized for ease of reading. 3/10/2021 — Complete loss of production. KPG responds to RFI (#014) stating that KPG understands they have added potholes and will agree to track for fair and equitable agreement. By 2:56 pm Marshbank provides all data from potholing as directed via email. 182 MARSHBANK 3/11/2021 — Complete loss of production and displaced crew. 3/11/2021 (10:08am) -Marshbank provides surveyor rates for T&M for KPG's records. 3/11/2021 (10:36am) — KPG send redesign plan requesting rapid scheduling of survey and saw -cutting. 3/12/2021 — Complete loss of production and displaced crew. 3/15/2021 — Small crew supporting survey with traffic control and assisting layout for saw -cutting the next day. Complete loss of any critical path work. 3/16/2021 — Complete loss of production. Crew beginning to assist saw -cutting out of sequence, no work completed in the manner bid. 3/17/2021 — Complete loss of production and working on track force account as accepted forward price still outstanding. Crew began hardscape stripping and excavation for structure #25. Encountered a 4" potentially known (KPG Plan Set show FO) in the area of excavation in direct conflict with the structure/shoring box. Seemingly from the redesign shifting from a clear separation to overlap of said conduit. 3/17/2021 — Related to RFI and initial pricing sent for the redesign Marshbank encounters sand encroaching into preliminary excavation. No inspector onsite at this time. Email notification with time and pictures sent to KPG (8:46 am) 3/17/2021 — (9:37 am) Marshbank immediately notifies KPG onsite as well as RFI (#021) 3/17/2021 - (6:21 pm) KPG send email restating onsite discussions for tracking the entire day as lost production and reimbursement via force account. "The storm work on East Marginal Way is on hold until further notice." 3/18/2021 - No production. Equipment on standby. 3/19/2021 - No production. Equipment on standby. 3/19/2021 — Marshbank's baseline schedule approved "NET" 3/22/2021 — Stand by until further notice. 3. The estimated dollar cost, if any, of the protested Work and a detailed breakdown showing how that estimate was determined. In an effort to expedite this cost issue Marshbank has detailed the immediate impacts to only Project Manager, Project Engineer, and halftime Superintendent. See attached daily breakdown showing $2,194.25 (1,675 with markup). These rates should match the presented office rates priced for comparison purposes to the first redesign Priced Change Order. If this cannot be agreed upon Marshbank reserves its rights to realize the full impacts i.e., Superintendent salary, office manager, office rental, ownership costs, clerical/timekeeping, vehicles, liability insurance, supplies, utilities etc. and continue the protest. Marshbank requests $86,640.17 to cover direct costs beginning March 9, 2021 through March 17, 2021. Additionally, Marshbank is providing a charged rate effective March 18, 2021 of a daily rate of $1,112.35 for equipment per day and $2,194.25 for office overhead per day for unrealized non -working equipment staged on this project and overhead costs being incurred by Marshbank Construction. The daily cost including both equipment standby and management is $3,306.60. These costs will be incurred daily until work is able to be performed per production and schedule. Marshbank will be billing 183 MARSHBANK each of the calendar days affected this daily rate. As of this letter March 22, 2021, (3) workable calendar days have elapsed totaling $3,337.05. This cost is ongoing and is not captured in the above sum until resolution and agreement for work to begin. As this is design delay is ongoing and the schedule impacts cannot be fully realized until production work begins including any added long lead supplier items such as structures the resulting schedule impacts are not known. BioClean charges $2,982.00 storage fees per month beginning April lst. These costs will be bore by KPG/City of Tukwila along with the two cancellation charges outlined in the daily sheets. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. In that these costs are occurring daily Marshbank requests a response by end of day tomorrow. If you have any questions or wish to discuss further please give me a call at your earliest convenience. Sincerely, Rob Gammell Marshbank Construction 184 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/*05106 / DBE/MBE No. D1M0011507 March 9, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Differing Site Conditions Serial Letter No. 5 Mr. North, The purpose of this letter is for Marshbank Construction, Inc. (Marshbank Construction) to provide the City of Tukwila with formal notice pursuant to specification 1-04.7 — Differing Site Conditions. The changed condition is preventing Marshbank Construction from proceeding with scheduled Contract Work. On March 8, 2021 Marshbank alerted onsite representatives from KPG and sent an immediate RFI, (RFI 014) regarding the discovery via locate paint, of an assumed communication duct bank running north and south potentially resulting in conflicts for the first order of work activities. Marshbank Construction's schedule shows potholing and excavation in the first week. The three-week look ahead provided Friday (March 5, 2021) before any known issues illustrated a more detailed breakdown of work including saw -cutting beginning March 9, 2021 and related prep work for the storm activity. Based on the email direction received from KPG yesterday at 4:44 pm, Marshbank was instructed to postpone saw -cutting the trench in its entirety in direct contrast to how Marshbank bid the project. Marshbank had to adjust the saw -cutting activity entirely to focus on potholing per direction for furnishing information to KPG designers. (March 8, 2021 email 4:44 pm) Marshbank did not price each pothole (6) per proposal quantity for specialty sawcut minimum footages, opposed to economy of scale in slurry and dump daily charges, and should have been able to remove hardscapes directly behind the saw -cutting activity. Marshbank has missed the opportunity to utilize the crew with concurrent work including to tandem walk behind saws and a Marshbank employee behind each for slurry collection, as the hardscape employees remove the top layers to subgrade ahead, during, and beyond the vactor truck potholing. Marshbank under direction and approval by KPG has identified (13-14) potholes at the time of writing this letter or 233% of the bid proposal that are desired for information at this time. Marshbank did not realize this in their bid price. This change affects items including but not limited vactor time, distance, dump quantity, crew size, inefficiency, equipment standby, and all associated lump sum or fixed costs related to a working day. Marshbank Construction continues to await direction from the City of Tukwila as it relates to this issue. Marshbank understands the City of Tukwila and its representatives are working to provide direction. Once direction is received, Marshbank Construction will provide pricing for this change in a timely manner related to any design changes. As this work is changing daily, Marshbank Construction will track its direct costs associated with this change, on daily force account sheets and will submit to the City of Tukwila for reimbursement. Please let us know immediately if there are any objections to this. At this time, Marshbank Construction, Inc. must hereby reserve its right to claim any and all direct and indirect, consequential, delay and or impact costs which result directly and or indirectly from this issue. An Equal Opportunity Employer Ph. (425) 377-9708 / Fax (425) 377-0709 PO Box 97, Lake Stevens WA 98258 185 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/*05106 / DBE/MBE No. D1M0011507 Should you have any questions, I can be reached by phone at (425) 209-8225 Sincerely, Digitally signed by Robert Gemmell Date: 2021.03.09 11:07:19-08'00' Marshbank Construction Inc. An Equal Opportunity Employer Ph. (425) 377-9708 / Fax (425) 377-0709 186 PO Box 97, Lake Stevens WA 98258 Rob Gammell From: Matt North <matt@kpg.com> Sent: Monday, March 8, 2021 4:44 PM To: Rob Gammell; Alexa Henry; Ed Wagner; Ernie Hinds; Jacob Williams; Jeff Heglund; Patrick; Ryan Larson; Chris Rammage; Jason Tesdal; Daniel Clark; Nelson Davis; Ray Edralin Cc: Kenton Wilde Subject: RE: EMWO: RFI 014 Attachments: RFI 014 - Comm Line Locate Present.pdf; IMG_5114 jpg; IMG_5117jpg; IMG_5118 jpg Importance: High Hello Rob, Please postpone your saw -cutting as planned for tomorrow, keep the camera install on track at the intersection of S 81' PI with Service Electric as planned. The unknown Zayo lines in the center lane raise caution as indicated in the RFI as potential conflicts to the modular wetland structure #100. Pothole the Zayo lines to be tracked as per each BI#42 to determine width and depth, report data to KPG so that KPG Design has information. Additional potholing for this unknown Zayo line is acceptable and needed for determining additional actions for the issued RFI #14. Once pothole data is received, KPG can advise and respond to the RFI. I have change the subject line of this incoming email for tracking purposes to reference RFI #14. Contact me with any questions or concerns on this direction. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 3 KPG 30 1.fAMSTEMB From: Rob Gammell <rob@marshbankconst.com> Sent: Monday, March 8, 2021 3:07 PM To: Matt North <matt@kpg.com>; Alexa Henry <alexa@kpg.com>; Ed Wagner <edw@kpg.com>; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Chris Rammage <Chris.Rammage@marshbankconst.com> 1 187 Rob Gammell From: Matt North <matt@kpg.com> Sent: Wednesday, March 17, 2021 6:21 PM To: Patrick; Rob Gammell Cc: Ernie Hinds; Ed Wagner; Alexa Henry; Ray Edralin; Jeff Heglund; Ryan Larson Subject: RE: EMWO RFI 021 - 4 Inch Steel Conduit in Conflict with CB 25 - initial RFI response Follow Up Flag: Follow up Flag Status: Flagged Patrick & Rob, As you are aware from onsite discussions, and following emergency locate of the 4 Inch Steel Conduit, is in Conflict with CB 25 and structure #100. KPG will be reviewing the design, and Marshbank will need to go on standby for the storm work revisions until further notice. Today as discussed will all be tracked as force account. Design is feverishly working on a solution to the newly found line. The pothole of the structure #100 for tomorrow has been canceled. The 4" line does continue on to parallel the Structure #100 to the east, and the Zayo line on the west side only looks to have 9ft of separation. The shoring box to fix the structure #100 is needed as 12 to 13ft by 20 feet long. With the newly found unmarked & unknown line, KPG does not see the structure #100 fitting in the window of space per the current design. The storm work on East Marginal Way is on hold until further notice. Contact me with any questions or concerns to this initial RFI #21 response. Thanks! Matt North Resident Engineer KPG 1 SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com KPG 3D)EA SSTRIAE From: Patrick <Patrick@marshbankconst.com> Sent: Wednesday, March 17, 2021 9:40 AM To: Matt North <matt@kpg.com>; Ed Wagner <edw@kpg.com>; Alexa Henry <alexa@kpg.com>; Ray Edralin <ray@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Ryan Larson <Ryan.Larson@TukwilaWA.gov> 1 188 Cc: Rob Gammell <rob@marshbankconst.com>; Ernie Hinds <ernieh@marshbankconst.com> Subject: EMWO RFI 021 - 4 Inch Steel Conduit in Conflict with CB 25 See attached RFI 021, this is urgent as we have core drillers scheduled for the connection into CB 34 at 11:00 AM. Please provide direction as soon as possible. Thank you, Patrick Gleason Project Engineer Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 754-3085 Cell (425) 377-9708 Office (425) 377-0709 Fax 2 189 190 DAYS DIRECTLY IMPACTED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED ESC LUMP SUM ITEM NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED PROJECT TTC NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED NO PRODUCTION WORK REALIZED DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU DAILY OVERHEAD COST W/O MU 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 $ 12,310.06 $ 10,972.37 $ 5,565.51 $ 5,565.51 $ 7,700.23 $ 6,185.05 $ 12,481.69 TOTAL $ 60,780.42 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 $ 250.00 TOTAL $ 1,750.00 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 1250 1250 1250 1250 1250 1250 1250 TOTAL $ 8,750.00 3/9/2021 3/10/2021 3/11/2021 3/12/2021 3/15/2021 3/16/2021 3/17/2021 TOTAL $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 2,194.25 $ 15,359.75 Grand Total 3/9 thru 3/17 $ 86,640.17 191 192 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Cord Lk A4ARSNCH05106 / BBE/MBE No. 01,N10.1307 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA LJ LT U RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 JUSTIN TRUMAN DUMP 1.5 $ 83.50 $ 112.37 $ 125.26 CAMERON HILL VACT 6.5 $ 84.94 $ 114.50 $ 552.09 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,549.80 $ 1,029.44 $ 71.00 $ 4,650.24 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 4 $ 115.22 $ 26.26 $ 460.88 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Si' 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0061 6X4 18YD 70KGVW 1.5 $ 73.36 $ 12.76 $ 110.04 MCI -0061.5 14.5-13 1.5 $ 15.63 $ 4.42 $ 23.45 MCI -0080* 320 Vactor Truck 6.5 $ 141.53 $ 58.53 $ 919.95 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT MATERIALS MATERIALS / SERVICE DESCRIPTION SUBTOTAL - EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL / SERVICE QUANTITY UNIT PRICE $ 3,340.64 $ 701.53 $ 4,042.17 DOLLAR AMOUNT Vactor Dump VPC 1 EA 110.00 $ 110.00 RCSTC for Pothole Backfill 29.58 TON 8.50 $ 251.43 Sawcut for potholes 1 LS 2,628.36 $ 2,628.36 The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ 2,989.79 $ 627.86 $ 3,617.65 $ 12,310.06 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 12,310.06 193 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lc. MARSHC/.05106/ !MEW E No. 011.011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 CAMERON HILL VACT 8 $ 84.94 1.5 $ 114.50 $ 851.25 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 4,413.04 $ 1,279.78 $ 88.26 $ 5,781.08 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0080* 320 Vactor Truck 8 $ 141.53 $ 58.53 $ 1,132.24 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 SUBTOTAL EQUIPMENT OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 3,880.32 $ 814.87 $ 4,695.19 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT Vactor Dump VPC 1 EA 110.00 $ 110.00 Cancellation Fee Mid Structure 1 LS 300.00 $ 300.00 LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ 410.00 $ 86.10 $ 496.10 $ 10,972.37 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - I SHEET TOTAL: $ 10,972.37 194 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM. LM. MARSRLI,51. I' OBEAVE. OW(1011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT D RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 $ - $ - $ $ - $ - $ - $ - $ - $ SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,561.79 $ 1,032.92 $ 71.24 $ 4,665.94 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 24.08 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Shi 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Shi 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0061 6X4 18YD 70KGVW $ 73.36 $ 12.76 $ - MCI -0061.5 14.5-13 $ 15.63 $ 4.42 $ - MCI -0080* 320 Vector Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 743.44 $ 156.12 $ 899.56 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL- MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ $ - $ - $ 5,565.51 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 5,565.51 195 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM. LM. MARSRLI,51. I' OBEAVE. OW(1011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT D RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 $ - $ - $ $ - $ - $ - $ - $ - $ SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 3,561.79 $ 1,032.92 $ 71.24 $ 4,665.94 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 24.08 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Shi 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Shi 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' -12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0061 6X4 18YD 70KGVW $ 73.36 $ 12.76 $ - MCI -0061.5 14.5-13 $ 15.63 $ 4.42 $ - MCI -0080* 320 Vector Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 743.44 $ 156.12 $ 899.56 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL- MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ - $ - $ - $ 5,565.51 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 5,565.51 196 MARSH BANK SHEET NO: CONSTRUCTION CO, Lac. MAPSHCl.0.5706 / OBE/MBE No. 01M0011507 20118-01 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA • LT • RT Prime Contractor: MCI Sub -Contractor: NAME OCCUPATION LABOR STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 1,839.28 $ 533.39 $ 36.79 $ 2,409.46 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12" STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL - EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 2,748.08 $ 577.10 $ 3,325.18 MATERIALS / SERVICE Subcontractors QUANTITY UNIT PRICE DOLLAR AMOUNT Northline Survey CO#1 1 LS 1,755.00 $ 1,755.00 The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 12% MATERIALS/SERVICE TOTAL TOTAL: $ 1,755.00 $ 210.60 $ 1,965.60 $ 7,700.23 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - I SHEET TOTAL: $ 7,700.23 197 MARSHBANK SHEET NO: CONSTRUCTION CoralLic MARS110,05106. OBE/MBE Mo_ 01M001150] 20118-01 Project Name: Item No.: EMWO STOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6(1) 2020 ADDITION 2.00% LABOR TOTAL $ 2,183.11 $ 633.10 $ 43.66 $ 2,859.87 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 2,748.08 $ 577.10 $ 3,325.18 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT DOLLAR AMOUNT LS $ - LS $ - LS $ - LS $ - LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL -MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ $ $ $ - - 6,185.05 TAX PERCENTAGE MTRL 0.00% $ TAX ONLY 0.00% $ - - I SHEET TOTAL: $ 6,185.05 198 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Carel. bo. MAHSHCI.06/06/OBE/MBE No. O>M0011607 Project Name: Item No.: EMWO5TOPPAGE Project No: 20119 Date: 3/9/2001 Description of Work: and adjusted potholing Focused crew on inefficent LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAM MAGE FORE 8 $ 89.76 1 $ 122.51 $ 840.56 ROYCEJOHANNES OPER 8 $ 86.17 $ 112.35 $ 689.34 WILLIAM LINDSTROM PIP 8 $ 63.01 $ 86.63 $ 504.05 WILLIAM WATKINS GEN 8 $ 61.83 $ 84.90 $ 494.67 TAYLOR KILLIAN LAB60 8 $ 42.98 $ 56.82 $ 343.83 TIMOTHY PELTIER OPER 8 $ 86.17 $ 112.35 $ 689.34 PAM ERICSON DUMP 6.5 $ 83.50 $ 112.37 $ 542.78 JSUTIN TRUMAN DUMP 6.5 $ 83.50 $ 112.37 $ 542.78 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ 4,647.35 $ 1,347.73 $ 92.95 $ 6,088.03 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL 8 $ 15.36 $ 3.01 $ 122.88 MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 465.28 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 623.36 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 921.76 8'x8' Manhole Box" 0 8 $ 4.11 $ 3.11 $ 32.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 192.72 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 39.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 29.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 244.96 MCI -0075 DROP 480 6.5 $ 30.32 $ 8.54 $ 197.08 MCI -0076 4X2 25KGVW DSL 6.5 $ 29.75 $ 5.04 $ 193.38 MCI -0061 6X4 18YD 70KGVW 6.5 $ 73.36 $ 12.76 $ 476.84 MCI -0061.5 14.5-13 6.5 $ 15.63 $ 4.42 $ 101.60 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 14.88 EQUIPMENT SUBTOTAL OVERHEAD & PROFIT @ EQUIPMENT - EQUIPMENT 21% TOTAL $ 3,716.98 $ 780.57 $ 4,497.55 MATERIALS / SERVICE MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT CSBC for Directed Backfill of Trench 90.74 TON 8.50 $ 771.29 Short Load Dirt Dump 13.05 TON 15.00 $ 195.75 Asphalt & Concrete Dump 20 CY 15.00 $ 300.00 CANCELLATION FEE MOD STRUCTURE 1 LS 300.00 $ 300.00 LS $ - LS $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL - MATERIALS MATERIALS MU @ 21% MATERIALS/SERVICE TOTAL TOTAL: $ 1,567.04 $ 329.08 $ 1,896.12 $ 12,481.69 TAX PERCENTAGE MTRL 0 00% $ - TAX ONLY 0.00% $ - I SHEET TOTAL: $ 12,481.69 199 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lia. MARSH,05105 / 013.013E Na. OIM0011507 Project Name: Item No.: EMWO STOPPAGE Project No: 20118 Date: Description of Work: BY DAILY EQUIPMENT STAND LOCATION: STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT HOURS RATE HOURS RATE CHRIS RAMMAGE FORE $ 89.76 $ 122.51 $ - ROYCE JOHANNES OPER $ 86.17 $ 112.35 $ - WILLIAM LINDSTROM PIP $ 63.01 $ 86.63 $ - WILLIAM WATKINS GEN $ 61.83 $ 84.90 $ - TAYLOR KILLIAN LAB60 $ 42.98 $ 56.82 $ - TIMOTHY PELTIER OPER $ 86.17 $ 112.35 $ - PAM ERICSON DUMP $ 83.50 $ 112.37 $ - JSUTINTRUMAN DUMP $ 83.50 $ 112.37 $ - SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29.00% 2% 1-09.6 (1) 2020 ADDITION 2.00% LABOR TOTAL $ - $ - $ - $ - EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE DOLLAR AMOUNT MCI -0120 4X4 1 195 CREW DSL $ 15.36 $ 3.01 $ - MCI -3016 WA320-7 8 $ 58.16 $ 13.35 $ 106.80 MCI -1023 PC138USLC-2 8 $ 77.92 $ 17.19 $ 137.52 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 8'x8' Manhole Box* 0 8 $ 4.11 $ 3.11 $ 24.88 MCI -6048 5 8 $ 24.09 $ 7.24 $ 57.92 4" 8'x20' Steel Trench Sh 0 8 $ 4.99 $ 3.99 $ 31.92 4" 4'x20' Steel Trench Sh 0 8 $ 3.63 $ 2.63 $ 21.04 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12 STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 Steel Road Plates 8' - 12' STEEL PLATE 8 $ 1.51 $ 1.51 $ 12.08 MCI -6022 H130 8 $ 30.62 $ 8.18 $ 65.44 MCI -0075 DROP 4 80 6.5 $ 30.32 $ 8.54 $ 55.51 MCI -0076 4X2 25KGVW DSL 6.5 $ 29.75 $ 5.04 $ 32.76 MCI -0061 6X4 18YD 70KGVW 6.5 $ 73.36 $ 12.76 $ 82.94 MCI -0061.5 14.5-13 6.5 $ 15.63 $ 4.42 $ 28.73 MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21 % EQUIPMENT TOTAL $ 919.30 $ 193.05 $ 1,112.35 MATERIALS MATERIALS / SERVICE DESCRIPTION I SERVICE QUANTITY UNIT PRICE DOLLAR AMOUNT TON $ - TON $ - CY $ - The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL - MATERIALS MATERIALS MU @ 21 % MATERIALS/SERVICE TOTAL TOTAL: $ $ - $ - $ 1,112.35 TAX PERCENTAGE MTRL 0.00% $ - TAX ONLY 0.00% $ 1 SHEET TOTAL: $ 1,112.35 200 Marshbank Construction, Inc. EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Page 1 03/22/2021 14:05 Cost for Item 460 Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Mat1/Exp Ment Contract Total BID ITEM = 460 CLIENT# = 46 Description = DAILY MANG COST Unit = DAY Takeoff Quan: 1.000 Engr Quan: 1.000 10001 ADDITIONAL MANAGEMENT -TRACKING CHAN Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed SUP01 Superintendent 8.00 CH Prod: 1.0000 S Lab Pcs: 2.50 Eqp Pcs: 2.50 8TRPU Pickup 2.00 16.00 HR 15.330 245 245 8TRSUPT Truck-Supt.-PM-Est.(No 0.50 4.00 HR 17.520 70 70 SUG Superintendent -(General) 0.50 4.00 MH 66.520 402 402 SUPENG Project Engineer 1.00 8.00 MH 37.000 412 412 SUPM Project Manager 1.00 8.00 MH 50.500 546 546 $1,674.70 20.0000 MH/LS 20.00 MH [ 966.08 ] 1,359 315 1,675 > Item Totals: 460 - DAILY MANG COST $1,674.70 20.0000 MH/DAY 20.00 MH 1,674.700 1 DAY [ 966.08 ] 1,359 1,359.34 315 1,675 315.36 1,674.70 $1,674.70 *** Report Totals *** 20.00 MH 1,359 315 1,675 201 NNorthLine Surveying Surveying Surveying and Construction Technologies 2025 Riverside Drive, Suite D Mount Vernon, WA 98273 Bill To Marshbank Construction Po Box 97 Lake Stevens, WA 98258 Invoice Date 3/17/2021 Invoice # 21.09-01 Project Name 21.09 East Marginal Way Outfall Storm... GC Proj. # NLS Proj. # 21-09 Contract # Bid Item Construction Surveying Control Site Preparation Staking Storm Staking Scope Establish Survey Control Project Network Site Preparation Staking Storm Staking Bid Item: LS Value 918.00 432.00 1,782.00 5,400.00 Prev. % Prev. Amt Total % 100.00% 100.00% 50.00% 41.50% Current Co... 918.00 432.00 891.00 2,241.00 Change Order #01 Storm Revisions --- CHANGE ORDER --- March 17, 2021 > Added 1 Change Order #01. (+$1,755.00) > Added 1 Change Order #02. (+$1,200.00) Total change to estimate +$2,717.50 -------------- Retention (5%) 1,755.00 100.00% 1,755.00 3,996.00 -199.80 202 Total Payments/Credits 1 Balance Due $3,796.20 $0.00 $3,796.20 Salinas Sawing & Sealing, Inc. 7804 40th Ave W. Mukilteo, WA 98275 Bill To MARSHBANK CONSTRUCTION P.O. BOX 97 LAKE STEVENS, WA 98258-0097 Invoice D Invoice # 3/9/2021 33689 Ship To E. MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT CITY OF TUKWILA MCI PROJECT 20118 PR -1729 P.O. No. Terms Due Date Project Our Job, No. Net 30 4/8/2021 21-9415 E. Marginal Way,.. 21-9415 Item Description Quantity Rate ' Amount 300 Asphalt Demo- 9" 228 2.34 533.52 600 Concrete Demo- 7" (16" TD) 228 4.90 1,117.20 825 Standby Time Per Hour 1.5 120.00 180.00 300 Asphalt Demo- 9" 86 2.34 201.24 600 Concrete Demo- 7" (16" TD) 86 4.90 421.40 750 Slurry Vacuum Equip & Disposal 175.00 175.00 Work Completed 03/09/2021 (W.O. 53197) Office:(425) 745-0706 Fax:(425) 745-0628 Total $2,628.36 203 Bid Item Description Quantity Unit Amount 2 Temporary Water Pollution/Erosion Control 1 LS $15,000.00 Initial TESC setup 1 LS $5,000.00 TESC Daily Rate 60 Day $166.67 5 Project Temporary Traffic Control 1 L5 $75,000.00 Initial traffic control set up 1 LS $15,000.00 Traffic control daily rate 60 Day $1,000.00 6 Removal of Structures & Obstructions 1 LS $20,000.00 Saw cutting 2+25 - 15+30 1 LS $8,000.00 Removal of hardscapes 2+25 - 15+30 1 LS $4,000.00 Saw cutting 16+80 - 21+10 1 LS $4,000.00 Removal of hardscapes16+80 - 21+10 1 LS $4,000.00 39 Pump Station Complete 1 LS $80,000.00 Excavation, grading, and installing structure 19 1 LS $45,000.00 Procurement of electrical components 1 LS $22,500.00 Instillation of conduit boxes and wiring 1 LS $7,500.00 Training for pump station 1 LS $5,000.00 40 Stormwater Media Filer 1 LS $65,000.00 Excavation, grading, and installing structure 100 1 LS $60,000.00 Instillation of modular wetland media 1 LS $5,000.00 43 Traffic Signal Modifications 1 LS $21,200.00 Procurement of materials 1 LS $2,120.00 Instillation of materials 1 LS $20,000.00 77zatt 71,ClntC 03/04/2021 204 Reviewer Comments: Lump Sum Breakdown is approved for items included within. Additionally, bid item #3 for "mobilization" will be processed per WSDOT Spec 1-09.7 Submittal Approval Codes NET - No Exceptions Taken RAR - Revise and Res&imrt X CA - Conditionally Approved, See Comments CA - Conditionally Approved, Make Corrections REJ - Rejected See Comments 77zatt 71,ClntC 03/04/2021 204 Reviewer Comments: Lump Sum Breakdown is approved for items included within. Additionally, bid item #3 for "mobilization" will be processed per WSDOT Spec 1-09.7 Cc: Kenton Wilde <Kenton@marshbankconst.com> Subject: RE: EMWO: Weekly Progress Meeting - Link to MS Teams meetings. Importance: High Please see attached RFI 014. This is time sensitive by tomorrow a.m. Photos attached for reference. Thank you Rob Gammell Marshbank Construction, Inc. P.O. Box 97 3304 Old Hartford Road Lake Stevens, WA 98258-0097 (425) 209-8225 Cell (425) 377-9708 Office (425) 377-0709 Fax 2 205 Rob Gammell Subject: FW: BIO CLEAN STORAGE From: Daryl.Clark@Ferguson.com <Daryl.Clark@Ferguson.com> Sent: Thursday, March 18, 2021 4:18 PM To: Patrick <Patrick@marshbankconst.com> Cc: Rob Gammell <rob@marshbankconst.com>; PANDORA_6@MSN.COM Subject: BIO CLEAN STORAGE Patrick, I guess there serious about storage. I thought a few hundred bucks. See below Bio Clean comments. Also a $300 double cancellation fee to the owner. Please advise on PO or cost code to use for billing. Thank you. Daryl Clark Hope you are doing well. The East Marginal Way Outfall shipment has been cancelled a couple times this month. We do not have room to store this unit after 30 days from completion, which would be March 24th. Will the contractor be able to take this unit by March 31st? We will need to begin charging storage fees of $2982 per month on April 1st. Hopefully the fees can be avoided by the contractor taking the unit before March 31st. Thanks for your help. BiowClean A twtrra Cly Jeff Pierce Regional Sales Manager Pacific Northwest 1 206 MARSHBANK CONSTRUCTION Cont. Lic. MARSHCI*05106 / DBE/MBE No. D1M0011507 March 31, 2021 Matt North, R.E KPG 2502 Jefferson Ave Tacoma, WA 98402 RE: East Marginal Way Outfall Stormwater Retrofit Project Agreement No. WQC-2016-Tukwil-00132 Supplemental Information Serial Letter No. 8.2 Additional Pricing for Exploratory Vactoring to Confirm the Placement of Structure #100 Mr. North, The purpose of this letter is for Marshbank Construction, Incorporated (Marshbank Construction) to provide the City of Tukwila and its representatives with supporting documentation to supplement the notices of serial letters 008 and 008.1. This additional supplementation is force account pricing for directed potholing per the attached email totaling $8969.00. Please let me know if there are any questions. Sincerely, Patrick Gleason Marshbank Construction An Equal Opportunity Employer Ph. (425) 377-9708 / Fax (425) 377-0709 PO Box 97, Lake Stevens WA 98258 207 208 MARSHBA.NK CONSTRUCTION CaM Lrc krARSHer-Mr& a OBEdoilf N ©1NON 15117 SHEET NO: 1 Project Name: East Marginal Way Outfall Item No.: Project No: Date: Description of Work: 20118 3/26/2021 Sawcut and remove asphalt/concrete to allow for vactor trucks to expose the footprint of structure 100. LOCATION: East Marginal Way STA ❑ LT ❑ RT Prime Contractor: MCI Sub -Contractor: LABOR NAME STRAIGHT TIME OVERTIME OCCUPATION HOURS RATE HOURS RATE DOLLAR AMOUNT Dustin Jones FORE 8 $ 67.30 1 $ 93.05 $ 631.45 Glenn Minkel PIP 8 $ 63.01 $ 86.63 $ 504.05 Jeremy Dickey GEN 8 $ 61.83 $ 84.90 $ 494.67 James Healy TCS 8 $ 56.02 $ 76.25 $ 448.16 SUBTOTAL - LABOR: $ 2,078.33 LABOR OVERHEAD & PROFIT @ 29% $ 602.72 2% 1-09.6 (1) 2020 ADDITION 2% $ 41.57 LABOR TOTAL $ 2,722.61 EQUIPMENT EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS ADJUSTED STANDBY RATE STANDBY RATE DOLLAR AMOUNT 4X2 1 3/4 310 CUNV MCI -0132 DIESEL 9 $ 20.19 $ 3.33 $ 181.71 MCI -0112 4X4 1/2 191 CREW GAS 8 $ 14.48 $ 1.96 $ 115.84 MCI -1023 PC138USLC-2 1 7 $ 77.92 $ 17.19 $ 198.25 MCI -3016 WA320-7 5.5 2.5 $ 58.16 $ 13.35 $ 353.26 MCI -1026 308E2 CR SB 5.5 2.5 $ 62.11 $ 15.16 $ 379.51 MCI -1029 PC238USLC-11 8 $ 115.22 $ 26.26 $ 210.08 4" 4'x20' Steel Trench Sh Trench Shield 8 $ 3.63 2.63 $ 21.04 4" 8'x20' Steel Trench Sh Trench Shield 8 $ 4.99 $ 3.99 $ 31.92 Steel Road Plates 8' - 12' Steel Plate 8 $ 1.51 $ - $ 12.08 Steel Road Plates 8' - 12' Steel Plate 8 $ 1.51 $ $ 12.08 Steel Road Plates 8' - 12' Steel Plate 8 $ 1.51 $ - $ 12.08 Steel Road Plates 8' - 12' Steel Plate 8 $ 1.51 $ $ 12.08 Steel Road Plates 8' - 12' Steel Plate 8 $ 1.51 $ - $ 12.08 MCI -6061 Breaker 1 7 $ 17.40 $ 8.18 $ 74.66 SUBTOTAL -EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT @ 21% $ EQUIPMENT TOTAL $ MATERIALS / SERVICE 1,626.67 341.60 1,968.27 MATERIALS / SERVICE DESCRIPTION QUANTITY UNIT PRICE DOLLAR AMOUNT Salinas Sawcutting & Applicable fees 1 LS 999.88 $ 999.88 VPC Vactor & Applicable fees 1 LS 2,535.75 $ 2,535.75 The compensation as indicated in this price does not include any amounts for changes in the sequence of work, delays, disruptions, rescheduling, extended overheads, acceleration, and/or impact costs, and the right is expressly reserved to make claim for any and all of these items of cost prior to any final settlement of this contract. SUBTOTAL - MATERIALS $ MATERIALS MU @ 21% $ MATERIALS/SERVICE TOTAL $ TOTAL: $ 3,535.63 742.48 4,278.11 8,969.00 TAX PERCENTAGE 0.00% $ MTRL TAX ONLY 0.00% $ SHEET TOTAL: $ 8,969.00 209 Salinas Sawing & Sealing, Inc. 7804 40th Ave W. Mukilteo, WA 98275 1 To MARSHBANK CONSTRUCTION P.O. BOX 97 LAKE STEVENS, WA 98258-0097 Invoice Invoice 3/26/2021 33736 E. MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT CITY OF TUKWILA MCI PROJECT 20118 PR -1729 P.O. No. Terms Due Date Project Our Job No. Net 30 4/25/2021 21-9415 E. Marginal Way... 21-9415 item Description Quantity'' Rate Amount 300 Asphalt Demo- 12" 315 3.12 982.80 300 Asphalt Demo- 13" 192 3.90 748.80 300 Asphalt Demo- 9" 655 2.34 1,532.70 600 Concrete Demo- 9" (18" TD) 655 6.30 4,126.50 600 Concrete Curb & Gutter Cuts- 12" 2 25.00 50.00 750 Slurry Vacuum Equip & Disposal- 2 Systems 2 175.00 350.00 Work Completed 03/17/2021 (W.O. 50716) 300 Asphalt Demo- 9" _ 56 2.34 131.04 600 Concrete Demo- 9" (18" TD) 56 6.30 352.80 300 Asphalt Demo- 7" 42 1.82 76.44 600 Concrete Demo- 9" (16" TD) 42 6.30 264.60 750 Slurry Vacuum Equip & Disposal 175.00 175.00 Work Completed 03/26/2021 (W.O. 53280) Office:(425) 745-0706 Fax:(425) 745-0628 Total $8,790.68 210 Ventilation Power Cleaning, Inc. 3914 Leary Way NW Seattle, WA 98107 Voice: 206-634-2750 Fax: 206-634-2753 12/31/21 RP QUOTATION Quote Number: 2103156 Quote Date: Mar 26, 2021 Page: 1 USM VPC Disposal Tickets - SEE FILE AP@MarshbankConst.com; Serg@MarshbankConst.com MARSHBANK CONSTRUCTION PO BOX 97 LAKE STEVENS, WA 98258 " Pc sd EMWO //503 81ST & E MARGINAL WAY S TUKWILA, WA MAR001 20118 09 -Will Palmer 30 6.25 .00 '10.66 1.00 4 W DISP SPW POTHOLE AS DIRECTED. USED TWO TRUCKS. COM 30 VAC TRK W/OPERAR (PER HOUR) 1ST TRUCK 3.25 HOURS, 2ND TRUCK 3 HOURS LOAD OF WATER FOR FLUSHING OR POTHOLING DISPOSAL FEE ATI OCAL RECYCLING FA9LITY (PER TON) 1ST TRUCK 5.51 TONS, 2ND TRUCK 5.15 TONS STATE PAPERWORK ADMINISTRATIVE FEE 245.00 40.00 75.00 125.00 '1,531.25 )80.00 /799.50 125.00 2,535.75 211 212 Rob Gammell FW: EMWO: SL 008- Supplemental Costs Compiled - Pending Response Rob Gammell a) a) -0 C U •c = C C = ca 0 v v v)iii= 'E O N L L xw co v O a) s- < Q 0 Ni l~ V 0 n tin m v C Z E Q > c .� p ca >- Lab CD LLL a) O C Q — +, v Y C w p w i �J O OO 0 r .O O U C H O } U = O O C VI c-1 z O v 2 ra V L C W +., U o Vl J .N a� 'E U U J a) O 4- co c - C E O N 7 N o >- OV O 4 -.co + N C C N v O O '} > 2 C z o c Eco o v A J UO O LL `� cB c u c t v O +-, on U i _c0) >Q C V > -0 O O .O a) d o -0 c 00 0 c cv CZ 0 L MI ro3 hC0 L w C - H O (1) p - a) t cao cc -a 0 0 0_c Q C n Q U Q +- 7 ro O a) UO +_+ Z C C d U= Q -p O O O vi n. N v Q v C co C C C O V — O to .- t6 O' Q a) c c -c CC j alv)O ro +' C C H. i co c N 0 V) a) a1 O - L = -0 = a) E o O co >•. E 4Fijt N OL a) hAto q) d Q .0 N NI _. .� N N C p -0 U d 'O (i)`^ C Q O •c E u a) CC) CO 7 p> co p .i . a) V) L L c0 d U u.l Q 0''O O_ 0 V OA V E O c a) 4-' Q O c O C t 'n 0Y aU 4 aon ) o CO + aci 9- a) = in U 06 U v) > N a) � Cl- +W 0 a) a) O ,0 'a 2 c n° a u c E V d E .� c� •• .w O C U p C A m t 0 V L C — �7 v)i E ,n C U v. w v CU" L a o i O C Cll ++ o o co @J= O Q 3 v v u rn C) N /E� 3 v) cn p a) v 'ro � = O ice-' CO Ll p -O C L >j a) L O 40 A (6 N-0 U U OU 0 Q T L U E c �° N E -co O `1 O a) co L N a) 0 CC L/L 2 V V C a=-.+ C c6 U �aUO� a) E ESN a)'7 c CU O n > t Y ,4.- 8 u, on rn z> E— U L o� +� O `a - C r'J 0 0 CD E— co -p 7 +-' C f6 ^ `° c CONrn o + co p E v Q E O t x� a>>o�� =-0 O@1t +% O O a) c o N O +, N Cr) Cr) H• O U co CU cc v0i ^ � C +' i CO co x 4J O O ca V :c • �O cu Lr) L.t1 i1 c i U o in a) C ^'� 2 a) O u lD 41 7 U `^ L t 0 L m J LL N H O V V Li'l = Q 6+ + H U Attachments: 213 Structure 100 & 25 - Proposed Plan - Not for Construction.pdf • 214 V) U (0 Q E 0 roc N 1 0 U (0 00 L 1- .- 0 O 4--, c O 0 Q h (0 L (n (0 0 •v, (1) C (0 0 00 O a) v J ro a) V) V) c CO .0 t (0 4O C O od U Q *t CU (1) Y L O a) O Q ,moi, C a) - 0) C -O O +� Q Please proceed with potholing Friday for the modular structure verification as requested. I will be onsite Friday morning for tracking purposes. Note: I have change the subject line of this incoming email for tracking purposes to reference Marshbank's "SL 008- Supplemental Costs Compiled" letter. Contact me with any questions or concerns to this direction. Matt North Resident Engineer LI) LI) U H z LI) • 0 U • w w J J LU • w J w w CI. N 0 co (0 E 0 U (0 H a) c 0 4- v N O (NI 0: 253 627 0720 C: 206 595 1733 marshbankconst.com> From: Rob Gammell <rob c 0 a) z v N (0 0 0 N Tu z n EI0 c 0 N (0 J ro C V c 0 N (0 J c (o cc n a) E (0 +•, L (0 V Y -O c a, H 1- (0 a) 7 3 w c n c >, = E (0 (a — O a) U _a =O ,} C +-, E `� 'a) v) 0 O 0 c u V -! 0 N 73 c c v O 3 N 3 U 00 > O- C N CD O 4 -I N U L a) C LL E E V > O4-' Y 0 0 U Cr) C o- ++1 O OL (0 -,d 0- V V N tw Y UCu_ L OU ,v-, O Lo 2d (0 m, V (0 l.(1v, 0 00 m E E n +P—, 1-1`° N o OE a) - 0 a) 0 V N +, nl Y _a c c O C La-•' (UO O J U N L (a E n co +-, V E t 7, > 4--' Q '- (o O ca E w cz c' X '°J a) i C O a) O co a) 3 VI I— V V N Please find attached serial letter 08 supplemental information and direct costs through 3/17/2021. Please don't hesitate to call or email with any questions. v 0 O .471 N L u al 0 t 3 • ro O cars' >. G cc c E V >Qv i1 C — N L N c0i o v oNo c rn O t x -o v o N c tri Q' i N - d [6 O C5� Q O N N N Q 1-- G n M nn J 3 0 L 377-9708 Office 377-0709 Fax 215 216 City of Tukwila City Council Transportation & Infrastructure Services Committee Meeting Minutes August 9, 2021 5:30 p.m. - Electronic Meeting due to COVID-19 Emergency Councilmembers Present: Verna Seal, Chair, De'Sean Quinn, Thomas McLeod Staff Present: Hari Ponnekanti, Brittany Robinson, Adib Altallal, Dan Nguyen, Muhammad Musa, Ryan Larson, Laurel Humphrey, Seong Kim Chair Seal called the meeting to order at 5:30 p.m. I. BUSINESS AGENDA A. Grant Application: Macadam Road South Sidewalk Improvements Project Staff is seeking Committee approval to apply for Transportation Improvement Board Urban Sidewalk funding in the amount of $400,000 to construct 1,200 linear feet of sidewalks, curbs and gutters along Macadam Road South from S. 150th St. to S. 144th St. Committee Recommendation Unanimous approval. B. Bid Award: 2021 Annual Small Drainage Program Staff is seeking Council approval to award a contract to Titan Earthwork, LLC in the amount of $728,225 for construction of the 2021 Annual Small Drainage Program. Committee Recommendation Unanimous approval. Forward to August 16, 2021 Regular Consent Agenda. C. Supplemental Agreement: East Marginal Way S. Stormwater Outfalls Project *Staff is seeking Council approval of a supplemental agreement with Marshbank Construction, Inc. in the amount of $211,011.80 for added construction costs associated with two unknown utilities. Committee Recommendation Unanimous approval. Forward to August 16, 2021 Regular Consent Agenda. D. Resolution: School Zone Automated Traffic Safety Camera Revenue Staff is seeking Council approval of a resolution to direct additional speed camera citation revenue beyond the cost of the program toward school zone safety, including infrastructure and driver education. Item(s) requiring follow-up. • Present program update including request for additional cameras on 42nd Avenue South to the full Council. Committee Recommendation Unanimous approval. Forward to August 23, 2021 Committee of the Whole. 217