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TIS 2021-08-09 COMPLETE AGENDA PACKET
City of Tukwila Transportation and Infrastructure Services Committee ❖ Verna Seal, Chair ❖ De'Sean Quinn ❖ Thomas McLeod AGENDA Distribution: V. Seal D. Quinn T. McLeod K. Kruller C. Hougardy L. Humphrey H. Ponnekanti D. Nguyen (email) B. Still (email) City Attorney (email) Clerk File Copy Place pkt pdf on SharePoint: Z Trans & Infra Agendas email cover to: F. Ayala, A. Le, C. O'Flaherty, A. Youn, B. Saxton, S. Norris, L. Humphrey MONDAY, AUGUST 9, 2021 — 5:30 PM Virtual Meeting - Members of the public may listen by dialing 1-253-292-9750 and entering conference ID, 832324833# Click here to join the meeting Item Recommended Action Page 1. PRESENTATIONS 2. BUSINESS AGENDA a) Macadam Road South Sidewalk Improvements Project a) Discussion only Pg. 1 TIB Grant Application (B. Robinson) b) Surface Water Fund - 2021 Annual Small Drainage Prg. b) Forward to the 08/16/2021 Pg. 5 Bid Award (R. Larson) Consent Agenda c) East Marginal Way S Stormwater Outfalls Project c) Forward to the 08/16/2021 Pg. 13 Supplemental Agreement (R. Larson) Consent Agenda d) School Zone Automated Traffic Safety Camera d) Forward to 08/23/2021 Committee of Pg. 193 Revenue Resolution (L. Humphrey) the Whole and Special Meeting 3. MISCELLANEOUS Future Agenda: • Neighborhood Traffic Calming Program Update Next Scheduled Meeting: Monday, August 23, 2021 The City of Tukwila strives to accommodate individuals with disabilities. Please contact the Public Works Department at 206-433-0179 for assistance. City of Tukwila Allan Ekberg, Mayor Public Works Department - Hari Ponnekanti, Director/City Engineer INFORMATIONAL MEMORANDUM TO: Transportation and Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director/City Engineer BY: Brittany Robinson, Public Works Grant Analyst Adib Altallal, Utilities Engineer CC: Mayor Ekberg DATE: August 6, 2021 SUBJECT: Macadam Road South Sidewalk Improvements Project Project No. 90440105 & 91710302 Transportation Improvement Board Grant Application ISSUE Authorize the submittal of a Transportation Improvement Board (TIB) grant application to fund sidewalk improvements along Macadam Road South. BACKGROUND Macadam Road South has two projects prioritized in the 2021-2026 Capital Improvement Plan, the Macadam Road South Water Upgrade and the Macadam Road South Complete Street Project. As part of the Macadam Road South Water Upgrade, roadways and sidewalks being torn out to replace the waterline will be replaced, and the entire length of Macadam will have new or existing sidewalks except for 1,200 linear feet by the completion of the project. The Macadam Road South Complete Street Project will fill this gap by supporting sidewalk construction along Macadam Rd. S. from S. 150th St. to S 144th St. DISCUSSION The City has the opportunity to apply for funding from the Transportation Improvement Board Urban Sidewalk Program to construct new sidewalks, gutters, and curbs along Macadam Road South, creating a clean connection between new and existing sidewalks from Southcenter Boulevard to S 144th St, and filling all sidewalk gaps. The Transportation Improvement Board's call for projects to improve arterials and sidewalks in Washington State is currently open. FISCAL IMPACT Grant applications are due by August 13, 2021, with projects selected in November 2021 and funding allocated in early 2022. A preliminary cost estimate for $400,000 has been prepared to construct 1,200 linear feet of sidewalks, curbs, and gutters. The grant application indicates that a 20% local city match, or $80,000, is required. The city match can be allocated from the Macadam Rd South Complete Street Project, which shares the common goal of constructing sidewalks along Macadam Rd South from S 150th St. to S 144th St. Project Fee/Estimate Water Upgrades $ 2,206,164.00 Sidewalk Improvements 400,000.00 Fund Source Utility Revenue City Revenue TIB Grant Amount $ 2,206,164.00 80,000.00 320,000.00 Project Budgets $ 2,418,000.00 3,600,000.00 Total $ 2,606,164.00 $ 2,606,164.00 $6,018,000.00 RECOMMENDATION The Transportation and Infrastructure Services Committee is being asked to approve the application for the Transportation Improvement Board sidewalk improvements grant and required City match. ATTACHMENTS: CIP Pages, 5 & 61 Preliminary Cost Estimate Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 1 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2021 to 2026 PROJECT: Macadam Rd South Complete Street Project No. 91710302 Construction of a complete street design for Macadam Rd South between South 144th St and S 150th St. DESCRIPTION: The project will require roadway widening and re-channelization to add 5 -foot bike lanes and 5 -foot sidewalks on both sides of the roadway, and includes illumination, curb, and storm drainage. JUSTIFICATION: Enhance safety for students walking to Foster High School and Showalter Middle School and encourages transportation choices for the neighborhood. STATUS: MAI NT. IMPACT: COMMENT: New sidewalk and pavement will need to be maintained. WSDOT Pedestrian/Bicycle grant submitted in April 2018, but unsuccessful. Match will be the Water Improvements. Apply for same grant in 2020 for design and 2022 for construction. FINANCIAL Through Estimated (in $000's) 2019 2020 2021 2022 2023 2024 2025 2026 BEYOND TOTAL EXPENSES F Project Location II v \lc'iiii `�, Design 400 A., ri 400 Land (R/W) 11111 100 \ \ ;),-4,, Lim ����� 100 Const . Mgmt. ANN� s i as Sty sr ,� tt 400 �� RE 47 97 ``♦ 400 Construction 2,700 91666[ `st.N � �pQf �e'�/ ; 2,700 TOTAL EXPENSES 0 0 0 500 3,100 0 0 0 0 3,600 FUND SOURCES Awarded Grant 0 Proposed Grant 450 2,800 3,250 Mitigation Actual 0 Mitigation Expected 0 City Oper. Revenue 0 0 0 50 300 0 0 0 0 350 TOTAL SOURCES 0 0 0 500 3,100 0 0 0 0 3,600 2021 - 2026 Capital Improvement Program 5 2 F Project Location II v \lc'iiii `�, A., ri 111 11111 \ \ ;),-4,, Lim ����� 2 ANN� s i as Sty sr ,� tt mg �� RE 47 97 ``♦ 91666[ `st.N � �pQf �e'�/ ; st <oi OHLI .;Li\`tom- ,GIS 2021 - 2026 Capital Improvement Program 5 2 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2021 to 2026 PROJECT: Macadam Rd S Water Upgrade Project No. 90440105 DESCRIPTION: Design and construct 4,300 LF of 10" waterline in Macadam Rd S from S 144th St to Southcenter Blvd. JUSTIFICATION: Improve fire flow water quality to the north side of Tukwila Hill. STATUS: Project now scheduled for 2021/2022. MAINT. IMPACT: The new waterline will eliminate maintenance time for flushing the dead end line while increasing service reliability. COMMENT: Pedestrian/Bicycle Program grant for sidewalks unsuccessful in 2018, with water funds used as a match. FINANCIAL Through Estimated (in $000's) 2019 2020 2021 2022 2023 2024 2025 2026 BEYOND TOTAL EXPENSES S Project Location 12:. Is13ost ;28 pA., , `/♦ Design 68 100 50 50 �fN � Apt IN' 268 Land (R/W) , 0 Const. Mgmt. m fn 5144 St ` 250 50 300 r`��1ff 600 Construction St 5 m Co 300 300 950 , 1,550 TOTAL EXPENSES 68 0 650 400 1,300 0 0 0 0 2,418 FUND SOURCES vir:h fhC.7 _ 91 S158 St Awarded Grant A 5 160 St � �1l11 Tukwila - r"11- . I j i 0 Proposed Grant 0 Mitigation Actual 0 Mitigation Expected 0 Utility Revenue 68 0 650 400 1,300 0 0 0 0 2,418 TOTAL SOURCES 68 0 650 400 1,300 0 0 0 0 2,418 2021 - 2026 Capital Improvement Program 61 3 S Project Location 12:. Is13ost ;28 pA., , `/♦ n' wIwil, �fN � Apt IN' , 'p6 m fn 5144 St ` co; S143 St • �� r`��1ff 5 146 St 5 m Co •, m m . , var 150 SI ` 5 156 5t \`L vir:h fhC.7 _ 91 S158 St l A 5 160 St � �1l11 Tukwila - r"11- . I j i 2021 - 2026 Capital Improvement Program 61 3 CITY OF TUKWILA MACADAM ROAD SOUTH Sidewalk Improvements BUDGETARY COST ESTIMATE July 12, 2021 L Sidewalk Improvements B-1 1-04 Minor Changes 1 FA $40,000.00 $40,000.00 B-2 2-01 Clearing and Grubbing 1 LS $5,000.00 $5,000.00 B-3 2-02 Tree Removal 2 EA $5,000.00 $10,000.00 B-4 2-02 Remove Concrete Curb and Gutter 30 LF $60.00 $1,800.00 B-5 2-02 Remove Concrete Sidewalk 16 SY $60.00 $960.00 B-6 2-03 Gravel Borrow, Incl. Haul. 250 TN $55.00 $13,750.00 B-7 2-03 Roadway Excavation Incl. Haul.* 175 CY $35.00 $6,125.00 B-8 4-04 Crushed Surfacing Base Course* 245 TN $45.00 $11,025.00 B-9 5-04 HMA CL. 1/2" PG 64-22* 540 TN $180.00 $97,200.00 B-10 7-09 Adjust Existing Utility to Finished Grade 3 EA $500.00 $1,500.00 B-11 8-04 Cement Concrete Traffic Curb and Gutter 1085 LF $50.00 $54,250.00 B-12 8-06 Residential Driveway 70 SY $60.00 $4,200.00 B-13 8-14 Cement Concrete Sidewalk 570 SY $60.00 $34,200.00 B-14 8-24 Concrete Block Retaining Wall 1080 LF $60.00 $64,800.00 Construction Subtotal 1 $344,810.00 15% Contingency Construction Total Project Total $51,721.50 $344,810.00 $396,531.50 4 City of Tukwila Allan Ekberg, Mayor Pub be Works Department - Hod Parrrrekcwti Director/City Engineer INFORMATIONAL MEMORANDUM TO: Transportation and Infrastructure Services Committee FROM: Hari Ponnekanti, Public Works Director/ City Engineer BY: Ryan Larson, Senior Program Manager CC: Mayor Ekberg DATE: August 6, 2021 SUBJECT: Surface Water Fund - 2021 Annual Small Drainage Program Project No. 92141201 Bid Award ISSUE Award a contract to Titan Earthwork, LLC for construction of the 2021 Annual Small Drainage Program. BACKGROUND The Small Drainage Program constructs drainage projects throughout the City that are too large for City staff to complete, but are smaller than a typical capital improvement project. The projects originate from citizen complaints and maintenance staff recommendations and are compiled on the Small Drainage Project List. Each year the projects are prioritized based on need, expense, permitting requirements, and length of time on the list. The highest priority projects are then designed and constructed. The 2021 Annual Small Drainage Program will provide drainage improvements at six locations, as noted in the attached project location map. DISCUSSION The 2021 Annual Small Drainage Program was advertised for bids on July 13, 2021, and July 20, 2021. Two bids were received and opened on July 27, 2021. The bids were checked, tabulated, and no errors were found. Titan Earthwork is the apparent low bidder with an overall bid of $728,225.00. The engineer's estimate was $624,840.00. BUDGET AND BID SUMMARY (All amounts include sales tax) Bid Results Estimate Budget Bid Amount (Schedule A & B) $ 728,225.00 $ 624,840.00 2021 Construction Budget $ 700,000.00 2020 Unused Construction Budget $ 101,047.50 Contingency (10%) 72,822.50 Total $ 801.047.50 $ 624,840.00 $ 801 047.50 RECOMMENDATION Council is being asked to award the construction contract for the 2021 Annual Small Drainage Program to Titan Earthwork in the amount of $728,225.00 and consider this item on the Consent Agenda at the August 16, 2021, Regular Meeting. ATTACHMENTS: 2021 CIP, page 78 Project Location Map Project Award Recommendation Letter Bid Tabulation Phone: 2o6-433-1800 • Email: ay or@TukvollaWA.go+d Website: TutRwilaW .gov 5 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2021 to 2026 PROJECT: Annual Small Drainage Program Project No. 9x241201 81241207 DESCRIPTION: Select, design, and construct small drainage projects throughout the City. JUSTIFICATION: Provide drainage corrections for existing/ongoing drainage problems throughout the City, including culvert replacements, drain extensions, and pavement upgrades. STATUS: Projects for this annual program are taken from Small Drainage Project List. MAINT. IMPACT: Reduces maintenance. COMMENT: Ongoing project, only one year shown in first column. Construction expenses may occur over two calendar years. FINANCIAL Through Estimated (in $000's) 2019 2020 2021 2022 2023 2024 2025 2026 BEYOND TOTAL EXPENSES Design 74 92 100 100 100 100 110 110 80 866 Const. Mgmt. 40 68 100 100 100 100 110 110 80 808 Construction 108 515 700 700 700 700 750 750 513 5,436 TOTAL EXPENSES 222 675 900 900 900 900 970 970 673 7,110 FUND SOURCES Awarded Grant 0 Proposed Grant 65 65 Mitigation Actual 0 Mitigation Expected 0 Utility Revenue 157 675 900 900 900 900 970 970 673 7,045 TOTAL SOURCES 222 675 900 900 900 900 970 970 673 7,110 Project Location: Entire System 2021 - 2026 Capital Improvement Program 78 6 2021 Annual Small Drainage — Project Locations 7 KPG July 27, 2021 City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Attention: Ryan Larson Reference: City of Tukwila 2021 Small Drainage Program Contract No. #92041201 Subject: Project Award Recommendation Mr. Larson, As requested, KPG has completed the verification for Titan Earthwork, LLC for the 2021 Small Drainage Program. We have checked the status of Titan Earthwork, LLC on the Washington State Labor and Industries web page to confirm they are currently insured, bonded, and licensed. Additionally, no strikes or debarment records arose federally or statewide regarding Titan Earthwork, LLC. There were four subcontractors listed on their bid form to confirm. We phoned the references listed in Titan Earthwork, LLC's bid and were able to speak with 2: Patrick Donahue/Seattle City Light and Eva Kim/Seattle Pacific University. Patrick Donahue is with Seattle City Light and had nothing but good things to say about their experience with Titan Earthwork, LLC and Josh Vogt, Titan's project manager. He said they were great to work with for change orders and were always fair. He also said they were always efficient, on time, they did a great job communicating to residents in the area, especially while families were schooling their children from home during COVID. Patrick gave Titan Earthwork, LLC an A+ all the way around. Eva Kim is with Seattle Pacific University and worked with Josh Dziedzic at Titan for a water main project in early 2020. She said they were wonderful to work with and she would recommend them anytime. This was during the Pandemic and they were very flexible and informative to SPU as well as the local residents. She would hire them again without question. It is KPG' s recommendation that the 2021 Small Drainage Program project be awarded to Titan Earthwork, LLC. We have enclosed the contractor verification package for your review. Respectfully, Kelsey Anderson, P.E. Project Manager KPG, P.S. CC: Ryan Larson, City of Tukwila Kelly Clark, KPG Nelson Davis, KPG 8 TITAN EARTHWORK LLC CoWashington State Depar[mee: o! Labor & industries (https://Ini.wa.gov Contractors https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602605763&LIC=TI... TITAN EARTHWORK LLC Owner or tradesperson Principals MCKENZIE, BRETT KINNARD, PARTNER/MEMBER GILL, WILLIAM (BILL) EDWARD. PARTNER/MEMBER GREILING, STEVEN ROBERT, PARTNER/MEMBER Doing business as TITAN EARTHWORK LLC WA UBI No. 602 605 763 1585 VALENTINE AVE SE PACIFIC, WA 98047 206-325-3004 KING County Business type Limited Liability Company Governing persons WILLIAM GILL STEVEN R GREILING; BRETT MC KENZIE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. TITANEL936CO Effective — expiration 02/20/2007— 06/15/2022 Bond Berkley Insurance Co Bond account no. 0182016 $12.600.00 Received by L&I Effective date 05/15/2014 06/14/2014 Expiration date Until Canceled Insurance Zurich American Ins Co $1,000,000.00 Policy no. GLA915581107 Received by L&I Effective date 04/05/2021 04/05/2021 Expiration date 04/05/2022 Insurance history Savings No savings accounts during the previous 6 year period. 9 1 of 2 7/27/2021, 1:00 PM TITAN EARTHWORK LLC https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602605763&LIC=TI... Lawsuits against the bond or savings Cause no. 19-2-02803-3SEA Complaint fled by RALPHS CONCRETE PUMPING INC Complaint date 02/15/2019 Dismissed Complaint against bond(s) or savings 0182016 Complaint amount $1,246.06 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent. Check their eligible programs and occupations. Workers' Comp Do you know if the business has employees? If so, verify the business is up-to-date on workers comp premiums. L&I Account ID Account is in good standing. 129,376-00 Quarterly report received and is being processed. Doing business as TITAN EARTHWORK LLC Estimated workers reported Pending current quarter filing L&I account contact TO 1 DALE MCMASTER (360)902-5617 - Email: MCMS235©Ini.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/17/2020 Inspection no. 317959234 Location 9600 Rainier Ave S Seattle, WA 98118 No violations 10 2 of 2 7/27/2021, 1:00 PM CITY OF TUKWILA - DEPARTMENT OF PUBLIC WORKS 2021 Small Drainage Program BID TABS 07/27/21 LOW BIDDER 2nd Low Bidder Total Engineer's Estimate Titan Earthwork LLC Northwest Cascade, Inc. No. Section No. Item Quantity Unit Unit Cost Total Cost Unit Cost Total Cost Unit Cost Total Cost ROADWAY 1 1-04 Minor Changes 1 EST $12,000.00 $ 12,000 $12,000.00 $ 12,000 $12,000.00 $ 12,000.00 2 1-05 Roadway Surveying 1 LS $14,000.00 $ 14,000 $15,000.00 $ 15,000 $10,500.00 $ 10,500.00 3 1-05 Record Drawings (Minimum Bid $1,500) 1 LS $1,050.00 $ 1,050 $1,500.00 $ 1,500 $1,500.00 $ 1,500.00 4 1-09 Mobilization 1 LS $54,500.00 $ 54,500 $105,000.00 $ 105,000 $78,500.00 $ 78,500.00 5 1-10 Project Temporary Traffic Control 1 LS $37,500.00 $ 37,500 $94,365.00 $ 94,365 $98,000.00 $ 98,000.00 6 1-10 Contractor Provided Uniformed Police Officer 60 HR $100.00 $ 6,000 $125.00 $ 7,500 $87.00 $ 5,220.00 7 2-01 Clearing and Grubbing 1 LS $23,000.00 $ 23,000 $35,000.00 $ 35,000 $44,000.00 $ 44,000.00 8 2-02 Removal of Structure and Obstruction 1 LS $11,000.00 $ 11,000 $25,000.00 $ 25,000 $38,000.00 $ 38,000.00 9 2-02 Pavement Removal Incl. Haul 80 SY $50.00 $ 4,000 $90.00 $ 7,200 $30.00 $ 2,400.00 10 2-03 Unsuitable Foundation Excavation Incl. Haul 15 CY $75.00 $ 1,125 $100.00 $ 1,500 $260.00 $ 3,900.00 11 2-09 Shoring or Extra Excavation Class B 2650 SF $1.50 $ 3,975 $5.00 $ 13,250 $0.50 $ 1,325.00 12 4-04 Crushed Surfacing Top Course 420 TN $40.00 $ 16,800 $90.00 $ 37,800 $60.00 $ 25,200.00 13 5-04 HMA Cl. 3/8" PG 58H-22 80 TN $160.00 $ 12,800 $300.00 $ 24,000 $475.00 $ 38,000.00 14 5-04 HMA Berm 690 LF $20.00 $ 13,800 $10.00 $ 6,900 $25.00 $ 17,250.00 15 7-09 Relocate Water Air and Vacuum Assembly 1 EA $1,500.00 $ 1,500 $4,000.00 $ 4,000 $3,650.00 $ 3,650.00 16 7-14 Adjust Hydrant Assembly 1 EA $1,500.00 $ 1,500 $3,500.00 $ 3,500 $2,250.00 $ 2,250.00 17 7-15 Adjust Water Service 2 EA $700.00 $ 1,400 $1,000.00 $ 2,000 $1,450.00 $ 2,900.00 18 8-01 Erosion Control and Water Pollution Prevention 1 LS $15,000.00 $ 15,000 $10,000.00 $ 10,000 $25,000.00 $ 25,000.00 19 8-04 Cement Conc. Traffic Curb and Gutter 25 LF $80.00 $ 2,000 $60.00 $ 1,500 $133.00 $ 3,325.00 20 8-14 Cement Conc. Sidewalk 15 SY $160.00 $ 2,400 $100.00 $ 1,500 $270.00 $ 4,050.00 21 8-22 Plastic Stop Line 12 LF $25.00 $ 300 $50.00 $ 600 $150.00 $ 1,800.00 11 ROADSIDE DEVELOPMENT 22 8-02 Topsoil Type A 23 CY $65.00 $ 1,495 $100.00 $ 2,300 $121.00 $ 2,783.00 23 8-02 Seeded Lawn Installation 105 SY $15.00 $ 1,575 $5.00 $ 525 $24.50 $ 2,572.50 24 8-02 Water Quality Seeding 165 SY $15.00 $ 2,475 $5.00 $ 825 $24.50 $ 4,042.50 25 8-02 Bark or Wood Chip Mulch 10 CY $55.00 $ 550 $100.00 $ 1,000 $121.00 $ 1,210.00 26 8-02 Fine Compost 20 CY $65.00 $ 1,300 $100.00 $ 2,000 $121.00 $ 2,420.00 27 8-02 PS Salix scouleriana/ Scouler's Willow; 5 Gal. Cont. 2 EA $100.00 $ 200 $60.00 $ 120 $60.50 $ 121.00 28 8-02 PS Thuja plicate/ Western Redcedar; 5 Gal. Cont. 2 EA $100.00 $ 200 $150.00 $ 300 $60.50 $ 121.00 29 8-02 PS Halodiscus discolor/ Oceanspray; 2 Gal. Cont. 11 EA $35.00 $ 385 $50.00 $ 550 $36.50 $ 401.50 30 8-02 PS Symphoricarpos albus/ Snowberry; 2 Gal. Cont. 20 EA $35.00 $ 700 $40.00 $ 800 $36.50 $ 730.00 31 8-02 PS Mahonia aquifolium/ Tall Oregon Grape; 2 Gal. Cont. 15 EA $35.00 $ 525 $40.00 $ 600 $36.50 $ 547.50 32 8-02 PS Mahonia nervosa/ Low Oregon Grape; 2 Gal. Cont. 5 EA $35.00 $ 175 $60.00 $ 300 $36.50 $ 182.50 33 8-02 PS Polystichum munitum/ Sword Fern; 1 Gal. Cont. 25 EA $25.00 $ 625 $40.00 $ 1,000 $36.50 $ 912.50 34 8-02 PS Gaultheria shallon/ Salal; 1 Gal. Cont. 5 EA $25.00 $ 125 $40.00 $ 200 $36.50 $ 182.50 35 8-02 PS Fragaria vesca/ Woodland Strawberry; 4" Pot. 25 EA $15.00 $ 375 $40.00 $ 1,000 $36.50 $ 912.50 36 8-02 Property Restoration 1 EST $5,000.00 $ 5,000 $5,000.00 $ 5,000 $5,000.00 $ 5,000.00 37 8-12 Chain Link Fence Type 4 50 LF $40.00 $ 2,000 $50.00 $ 2,500 $46.50 $ 2,325.00 38 8-15 Hand Placed Riprap 5 TON $200.00 $ 1,000 $100.00 $ 500 $414.00 $ 2,070.00 39 8-15 Quarry Spalls 4 TON $200.00 $ 800 $100.00 $ 400 $392.00 $ 1,568.00 STORM DRAINAGE 40 2-02 Remove/Abandon Existing Storm Sewer Pipe 186 LF $20.00 $ 3,720 $50.00 $ 9,300 $32.50 $ 6,045 41 7-01 Yard Drain 1 EA $1,500.00 $ 1,500 $2,000.00 $ 2,000 $1,090.00 $ 1,090 42 7-04 Storm Sewer Pipe 18 In. Diam. 180 LF $120.00 $ 21,600 $150.00 $ 27,000 $101.00 $ 18,180 43 7-04 Storm Sewer Pipe 24 In. Diam 8 LF $130.00 $ 1,040 $200.00 $ 1,600 $224.00 $ 1,792 44 7-04 Ductile Iron Storm Sewer Pipe 6 In. Diam. 6 LF $100.00 $ 600 $100.00 $ 600 $320.00 $ 1,920 45 7-04 Ductile Iron Storm Sewer Pipe 8 In. Diam. 290 LF $105.00 $ 30,450 $115.00 $ 33,350 $92.00 $ 26,680 46 7-04 Ductile Iron Storm Sewer Pipe 12 In. Diam. 244 LF $125.00 $ 30,500 $135.00 $ 32,940 $120.00 $ 29,280 47 7-05 Concrete Inlet 4 EA $1,500.00 $ 6,000 $1,800.00 $ 7,200 $1,675.00 $ 6,700 48 7-05 Debris Barrier 1 EA $1,500.00 $ 1,500 $2,000.00 $ 2,000 $1,185.00 $ 1,185 49 7-05 Catch Basin Type 1 6 EA $2,250.00 $ 13,500 $2,000.00 $ 12,000 $1,680.00 $ 10,080 50 7-05 Storm Manhole 48 In. Diam. Type 1 1 EA $6,000.00 $ 6,000 $10,000.00 $ 10,000 $4,850.00 $ 4,850 51 7-05 Catch Basin Type 2 48 In. Diam. with Overflow Debris Cag 1 EA $7,500.00 $ 7,500 $15,000.00 $ 15,000 $5,825.00 $ 5,825 52 7-05 New Pipe Connection to Existing Storm Drain Structure 5 EA $750.00 $ 3,750 $1,500.00 $ 7,500 $1,250.00 $ 6,250 53 7-05 57th Ave S SDMH, Complete 1 LS $15,000.00 $ 15,000 $27,500.00 $ 27,500 $6,100.00 $ 6,100 54 7-06 Pipe Repair 45 LF $125.00 $ 5,625 $50.00 $ 2,250 $535.00 $ 24,075 55 7-06 Grout Pipe Repair 4 EA $4,000.00 $ 16,000 $500.00 $ 2,000 $3,360.00 $ 13,440 56 7-06 Furnish and Install 12" Diam. CIPP 350 LF $250.00 $ 87,500 $100.00 $ 35,000 $142.00 $ 49,700 57 7-06 Furnish and Install 24" Diam. CIPP 285 LF $325.00 $ 92,625 $130.00 $ 37,050 $238.00 $ 67,830 58 7-10 Temporary Water Bypass System 1 LS $15,500.00 $ 15,500 $4,950.00 $ 4,950 $12,000.00 $ 12,000 59 8-31 Protect Utility Pole 1 LS $4,000.00 $ 4,000 $4,950.00 $ 4,950 $27,000.00 $ 27,000 60 8-32 Pothole Utility 11 EA $550.00 $ 6,050 $1,000.00 $ 11,000 $600.00 $ 6,600 61 8-32 Resolution of Utility Conflicts 1 EST $14,000.00 $ 14,000 $14,000.00 $ 14,000 $14,000.00 $ 14,000 BID Total I $ 639,115.00 Ir$ 728,225.00 u I $ 787,494.00 12 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) Original Contract Amount Change Order No. 1 Change Order No. 2 Change Order No. 3 Overruns Total Construction Contract $ 1,035,201.00 9,700.00 88,066.23 211,011.80 57,513.92 $1,401,492.95 2020-2021 Budget $1,616,000.00 13 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 14 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 2021 - 2026 Capital Improvement Program 84 15 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: 16 CI CP ANGIi ORDER #3 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 Na: 20-118 PROJECT NAME: East Marginal Way Outfall Stormwater Retrofit Project Dave Marshbank.. President TO: PO Box 97 ake 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 MAtuKliAJ 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 18 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 19 ❑ Approved ® Approval Recommended [ Approval Recommended • Approved Wear 7/411(4 07/30/2021 Project Engineer - Matt North, KPG Contractor - Rob Gammell, Marshbank Construction, Inc. et 7-/ Z.-) Date Date El Approval Recommended ❑ Approved [ Other Approval When Required Project Owner - Ryan Larson, CITY OF TUKWILA Signature Date Date Representing 19 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. Reason/Justification 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 20 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 21 0 •. dGINATING DOCUMENTS 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 23 MARSH BAN K C NJ STI L C_-_TI(DI NJ 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." FJ STING PAVFIENT. DEPTH VARIES Weir 7 WINK, PERMEAGLE PAVEMENT SECiiON, Asphaii Removal AperoaomaleIy 9 I,Bi Item ?;o A" PER1(ABLE HMA, PG 70-22 t' PERMEABLE ASPHALT TREATED BASE 12" PERI BLE BALLAST NTS Concrete ReI mMal Appru-xirnaloly. 9" Paid ilnrn I Road Base Rernmal Acs roxirrakefy 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: DA'Z'E: 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. 1/ t!e 71.44a 05/04/2021 24 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. Neu 1ola 03/31/2021 RESPONDED BY: DATE: 25 Center o1 1tru,eture 25 4" Steel Conduit 721 dwg 3/26\2021 K: \PROJECTS\TUKWILA\14015—EMW Outfall\DESIGN\Drawings\Contract\14 CB 1562 RIM 17.92' CB 1561 PK—FL11 N: 196423.67 E 1276843.24 ELEV 17.25 CB 1559 RIM 18.00' RIM 18.00' {���`, 111111111111LIIIIIL IIIIIII 11I111111J1111 1111111 111111III111111111111 1111111®II■IIIIIII�11111■IIII■IIII■IMI■III■1111111111111;11111111�1►111� 1} I I �I1�11►111 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!Ihllllllllllllllllll'lll'� T-- —worms wow CB 1558 RIM 17.98 CB 1555 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS RIM 10.00' \ APPROXIMATE 251557 —, RIO 1797' \ IE 13.4 SE, 12" CPP (UNCERTAIN) 5TCR FUl5B0f55 TE= 12/2019 RIM 18.08' CB 1552 RIM 18.12' PEDESTRIAN TUNNEL 08 2232 RIM 18.10' 4 4 a Ipllpppppllllllrllllpllllpllllllllllllllllllllllllllllllll EAST MARGINAL WAY SOUTH N: 196652.80 E: 1276747.39 —G a 4 CB 1818 RIM 17.95' CB 1833 RIM 1812' CB 1831 RIM 18.09' CB 1830 RIM 18.10' SMH 01829 RIM 18.68' CB 1827 RIM 18.14' 30 25 20 15 10 CB 1872 CB 1828 RIM 18.04' PEDESTRIAN TUNNEL RIM 18.08 PLAN 0 10 20 40 SCALE IN FEET 60 301.78' (THIS SHEET) 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. 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 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 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 TIE ENIARONMENT: 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 APPROX. 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 OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 86:0 REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. 4" FORCE MAIN (PVC) EL ±13.6 ® PIPE CROSSING TOP OF FM ± EXISTING GROUND EX UNDERGROUND PEDESTRIAN TUNNEL 10+00 11+00 PIPE STATION PROFILE 12+00 12+50 2 PUBLIC' WORKS 17.)__F>7 - . _PT* ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng proj dir field bk no by date WRE 05/20 WRE 05/20 NJD 06/20 WRE 06/20 MPG. 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 2861640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 eMm.kpg.cam 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 7 06/20 act\14015STRM01_031721.dwg 3/26/2021 3:45 PM K: \PROJECTS\TUKWILA\14015—EMW Outfall\DESIGN\Drawings\Con '23 615' CB 2230 RIM 18.11' LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE LOCATION OF 4" STEEL CONDUIT IS APPROXIMATE CB 2229 CB 2543 CB 2542 ii RIM 18.08' RIM 18.07 RIM 18.05 IE 13.2 SE,W 12"� IE 13.9 SE, 12" CPP rIE 13.2 NW, 12' IE 13.7 NE, 12"CPP I1 111. 11111111111111111111111,•1111111111111111111111111111,111111 1 '_ III1111I111II111111111I1I111I 1111111``` „�1`:��rrrrri r�rr ,IIIA 1r rr, �rrr ii r,1_. 111111 11 1111111 11 111111 111,,,1111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! "''III '111 'I Illll�lllllllllllllllllia ■ 11,1,111,1,,,,,,,,,1,1,1,111111111111111111111,11111, IIIIIII1, 11111111111111�IIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111 1 1111111.1,1,111 _ 1 1 1 1 1 1 1 1 I `11111 1 1 1 1 1 1 1 1 I I 1 1 1_� A , r �� SDMH 2527 RIM 18.59 IE 13.1 SE, 12" CONE IE 7.6 NW, 12" CONC IE 7.6 SW, 18" CONC IE 7.6 NE, 18" CONC Ni 47.01 E: -1276639,37 r J 0 COORDINATE EXISTING CURED -IN-PLACE PIPE LINING OF EXISTING Z UNE OUTFALL SYSTEM (450 LF) ON BOEING PROPERTY SEE SHEET NO. 11 CB 2521 RIM 18.01 IE 16.1 NE, 8" CONC SDMH 2520 RIM 15.17 IE 16.3 SW, 8" CONC IE 11.2 NE, 12" CONC CB 252: RIM 17,_` IE 14.9 s 36" DIAM. r.11 MITT .11111 Asinwiliiii" 'I" 'VAN T r /T Aft fit 14+00 15+00 FO - 30 25 20 15 10 0 CB 2264 x RIM 18.24' 8' CHLK W/BARBED WIRE N: 196769.31 E: 1276664.55 CB 2263 M 1831' N: 196804.08 (70 E: 1276633.26 3 ` • ID 0 (TP (TWA T r► BARK SD ® .I•�'� 4;ALS& (TYP) D ' c r.. 16+00 FO � FO EAST MARGINAL WAY SOUTHI 1 CD 2262 RIM 18.24 IE 12.3 NW, 12" CPP IE 12.2 SE, 12" CPP EMERGENCY. SIGNAL.OH D CB 5811 RIM 19.07 If 12.2 SE, 12" CPP IE 12.0 NW, 12" CPP If 13.3 SW, 12" CPP 300.16' THIS SHEET) PLAN SDMH 5812 RIM 19.12 IE 12.3 E, 12" CONC IE 12.3 W, 12" CPP IE 11.8 SE, 12" CPP If 7.3 SW, 18° CPP (TYPE UNCERTAIN) 0 10 20 40 SCALE IN FEET 60 AC 8' CHLK W/BARBED WIRE CB 5813 RIM 18.43 IE 12.5 NW, 12" CPP IE 12.5 E, 12" CPP 12+50 CB TYPE 2-48" STA 12+68.84, 9.93' LT RIM 18.72 IE IN 15.16 (12"NE) IE OUT 15.16 (12"NW) STANDARD PAVEMENT RESTORATION 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) EXISTING GROUND EXISTING POWER X-ING- 00 a 0 .N 13+00 14+00 15+00 0 0 a " CB 5814 F0 T - 4 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) 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 P CB 581x5--- RIM 815 RIM 17.41 IE 13.2 SE, 12" 30 25 12' 12 LF 12" SD S=0.22% STRUCTURE 21 TO STRUCTURE 24 20 15 10 5 0 PIPE STATION PROFILE rL 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 PROTECTIGI 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. CONSTRUCTION NOTES REPLACE EXISTING ROADWAY MARKINGS. TRENCH 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 QUALITY TREATMENT VAULT, SEE DETAIL SHEET 3. 0 INSTALL DROP CONNECTION INSIDE STRUCTURE WITH CHANNEL BOTTOM. SEE DETAIL SHEET 2 FOR DISCHARGE PIPING. 19 POTHOLING REVEALED SIGNIFICANT ALIGNMENT 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 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 A FURNISH 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. A EXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED. EXISTING HOME RUN 2CS \ WIRING TO CONTROLLER SHALL REMAIN. LABEL LOOP WIRES AND DISCONNECT LOOP SPLICES 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 proj eng proj dir field bk no by date WRE 05/20 WRE 05/20 NJD 06/20 WRE 06/20 IKPQ 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 W,nv.kpg.cOm CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 0 ❑1 03/11 FD NO. 01 If 3F u 0 o- F v 8 \ 16 file no 12/20 RFI NO. 004 scale AS SHOWN no date revisions c28 06/20 CONTRACTOR'S P cos, IFS OPOSA IAT IH 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 .bc scale i 3 tLCaC per note ua (1 "c..E�',T AC.. .TTL'AD„” .. Thi, ,.JVr.i.......V ttii z.c izeYt.»_.. oo t.,t. ».ozo for o zd.«.C,,'cncy for . a»:.r.ifviL».iz structure titlLcaC .. 1{ Y00 can fit a:, L„ z..t.nd..atG”. Include: ,]win. activity (Pothole T..,t:r.. =tor. bo.. Aura:- for .olo.»t._r work. _. _ca (2; d .:tiJ dCSSzSissues • 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 nI O oil— :n,s. f plcy 1_. 7 7-1108 Fax 1 -25 377-0769 ..: - Lake ti==vens ,,'/A 98258 30 MARSHBANK CONSTRUCTION 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. An Equal Op 'ort_.n; :y Employe; Ph, (4251 377-9708 I Fax 025) 377-0709 PO Box 97 Lake ` te+#ens WA 98258 31 $33,899.72 I PROJECT: EMWO DATE: ITEM: PCO # Marshbank Construction, Inc. 3304 Old Hartford Road Lake Stevens, WA 98258-0097 DESCRIPTION QUAN 7UNIT LAB HRS LABOR UNIT MATR'L. UNIT EQUIP. UNIT Services / Unit Price SUBISUPPLR. UNIT SERVICES SUBISUPPLR. 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 $0.00 $0.00 $2,500.00 MOD STRUCTURE AREA HARDSCAPE 1.00 LS 40 $3,045.00 $2,180.00 $1,303.00 01,200.00 $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 $0.00 $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 32 Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NO Marshbank Construction, Inc. Page 1 EMARGWAY-1 BUDGET East Marginal Way ROB GAMMELL Activity Resource Desc Pcs Quantity Unit Cost for Item 450 Unit Cost 03/17/2021 14:01 Perm Constr Equip Sub - Labor Material Matl/Exp Ment Contract Total BID ITEM = 450 CLIENT# = 45 Description = PCO --DESIGN CHANGE 3-11-21 REVISED Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 20462 REPLACING MONUMENT AND MATERIALS -TAS Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE PIADJ 2SA008 4SAW 8BA416B 8CO160 8TRFRMN LABPL OPF $1,781.69 EAEX02 3GY76 LABGEN LABPL $575.65 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 ADDITIONAL LAYOUT FOR STRIPING PREP 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 CH Prod: 350.000 500.000 40.140 16.200 17.520 40.770 54.520 [ 381.16 ] 4.0000 CH Lab Pcs: 385 249 352 601 385 **Unreviewed 2.00 Eqp Pcs: 3.00 385 500 500 161 161 65 65 70 70 249 352 295 500 1,782 Quan: 1.00 DAY Hrs/Shft: 8.00 Cal: 508 WC: NONE 4.00 1.00 LS 4.00 MH 4.00 MH 8.00 MH CII REPLACE CHANNELIZATION & TRAFFIC LOOP Qan: 4STP Striping sub 1.00 1.00 LS Prod: 75.000 39.810 40.770 [322.32] **Unreviewed 0.5000 S Lab Pcs: 2.00 Eqp Pcs: 0.00 83 83 244 244 249 249 493 83 576 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC: NONE **Unreviewed 2,600.000 2,600 2,600 IIMIIRVEY CHARGES DNR MONUMENT 4SURVY Survey sub 1.00 1.00 LS 2,500.000 **Unreviewed 2,500 2,500 MOD 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 **Unreviewed Pipe Crew <12", <8' Deep 8.00 CII Prod: 10.0000 UH Lab Pcs: 5.00 Eqp Pcs: 3.00 Hauling Sub@110% 1.00 8.00 HR 175.000 1,540 1,540 Sawing sub 1.00 60.00 LF 20.000 1,200 1,200 Backhoe -420 - 3017 1.00 8.00 HR 40.140 321 321 Excavator-EX228 - 1022 1.00 8.00 HR 105.230 842 842 Foremans Truck w/tools 1.00 8.00 HR 17.520 140 140 Asphalt Dump Fees 1.00 40.00 CY 8.000 320 320 Concrete Dump Fees 1.00 40.00 CY 8.000 320 320 PipeLayer-Gr Checker (Gro 2.00 16.00 MH 40.770 995 995 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 0.5000 MH/CY 40.00 MH [ 23.81 ] 3,045 2,180 1,303 1,200 7,728 10001 ADDITIONAL MANAGEMENT -TRACKING CHAN Quan: 1.00 LS firs/Shit: 8.00 Cal: 508 WC: NONE SUPO I Superintendent 32.00 8GE040 Gen Set 40 KW 1.00 32.00 HR 8OF ****OFFICE TRAILERS** 1.00 32.00 HR 8TRPU Pickup 2.00 64.00 HR 8TRSUPT Truck-Supt.-PM-Est.(No 1.00 32.00 HR SUG Superintendent -(General) 0.50 16.00 MH SUPENG Project Engineer 1.00 32.00 MH SUPM Project Manager 1.00 32.00 MH $7,587.11 80.0000 MH/LS 80.00 MH CH Prod: 14.000 5.000 15.330 17.520 66.520 37.000 50.500 [ 3864.32 ] > Item Totals: 450 - PCO --DESIGN CHANGE 3-11-21 REVISED 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 33 Marshbank Construction, Inc. Page 2 EMARGWAY-1 BUDGET East Marginal Way 03/17/2021 14:01 ROB GAMMELL Cost for Item 450 Activity Resource Desc Pcs 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 *** Report Totals *** 136.00 MH 9,576 385 2,263 3,748 6,800 22,772 34 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 35 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 Bl#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 36 • 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 $5000. ■ No further information required as our interpretation. The use of the existing measurement and payment as written in FWD#1 will remain the intended payment mechanisms. Please comment or respond to the bulleted list KPG notes, and we can work to moving forward the added costs as indicated above. I am sure the City will have questions or concerns, so a meeting to discuss may be needed to process the added costs in full. Please proceed with potholing for the modular structure verification as requested Call me with any questions or comments to KPG's response to Marshbanks' forward pricing. Thanks! Matt North Resident Engineer KPG SH: -T T_L •• ACO:,;IA • Interdisciplinary Design 2 i v.: W.L% 0: .:_: , 0 20 30 KPG 31 MIS VON From: Rob Gammell <rob@marshbankconst.com> Sent: Monday, March 15, 2021 11:46 AM To: Matt North <matt()kpg.con)> Cc: Kenton Wilde <Kenton@marshbankconst.com>; Alexa Henry <alexa k-rnrr>; Ed Wagner <edw@kpg.co, >; Ernie Hinds <ernieh@marshbankconst.com>; Jacob Williams <iacobwgkpg.com>; Jeff Heglund <Jeff.Heelund@TukwilaWA.eov>; Patrick <Patrick@marshbankconst.com>; Ryan Larson <Rvan.Larson@TukwilaWA.eov>; Chris Rammage <Chris.Rammaee@marshbankconst.com>; Ray Edralin <rav@kpg.com>; Daniel Clark <daniel@kpe.com>; Nelson Davis <Nelson@kpg.com>; Kelly Clark <kellvc@kpg.com> Subject: RE: EMWO: Design Issue Importance: High Matt, Good morning, 3 37 APPLY -A -LINE, LLC 175 Roy Rd SW Bldg C Pacific WA 98047 Tel: 253-299-1200 Fax: 25:3-299-125 mailqltapplyaiine.com LIC. ;4 APPL`tLL834O_J PROPOSAL ATTENTION: ROB- MARSHBANK CONSTRUCTION PROJECT: EAST MARGINAL WAY OUTFALL STORMWATER BID DATE: 3/12/2021 DI$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" SuSNi 3-k — ESTIMATOR PRICES INCLUDE MATERIAL, INSTALLATION & INSURANCE. PRICES GOOD IF CONTRACT IS RECEIVED WITHIN 30 DAYS OF AWARD. AFTER 30 DAYS PRICES MUST BE RENEGOTIATED. 38 GENERAL NOTES 9 133HS OSI- tl1S 3NI1 + tlW 5 cis'' .1 F <n 0 $ WR R E8 g 3 9 1 991: g atca . at 2 cc4 Q) Eg O 0 CO W 00 mm aZ000ha 1 R Intl %,o1 OZOZ/9Z/01 600.101111501001\8 1018 GENERAL NOTES i 81g6 K til RI g $g dog -10 a !t1IIE ggR R? '— j� S rig - iE 0` 3%o H31V L 133HS CONSTRUCTION NOTES is 8 ,4.E S 133HS OS -1.£ V1S 3NI1HO1V11 s S is LCSI! 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Lel N 0 v6 0� S'91 g 'g + 6'9l 6'66 g 6'9 691' A 9 69l E MARGINAL WAY OUTFALL H U w O a HN LL Z Oa 0- w 0 � z Lu • 0 2 IL 1--- O 2 LLD 00 O 0 a 3 3 S 3 RV 0591 0202/92/01 6p'IUM tsrn011\1'+,0\s6uso9\X0530\Ipl,MN3-SI0,1\olWMILL\ GENERAL NOTES Viimi:N1911 ala dii:E z Wt Eo6a S' R . 3 R $1 IRF X g gs El k' -.x m . to g- ^ . n ��, �a Ew F�+� '� GS gra $ A g ! a WX ! 6 ,I . �8 0O og lig rs .1w o €! 1 il le 0 P " g Jaz 01"a q.ft I zi Nth ppi ., d o m 9 1331 -IS 09+2 919 311!1 93199 E MARGINAL WAY OUTFALL 0 O W O CC a 1L z O X a- l— W W < 0 2 0 H- U) 0) w H 2 w 0? Z 0 0 0 0 0 ld 1l� Rg 1.0 tn 8 a NY il5 IZ02/II/i 6Yp'IONILLSSIOYI\I \s6wup\oos3O\INliro MM3 -on! \VIMIMNI\SrO?a GENERAL NOTES iiiMUMi diiiB L 133HS 00+9 41S *1 H31VW L_ mR it S 1331 -IS OS+f V1S 3NI1 HOlVN CONSTRUCTION NOTES '231 0 6 Y• ip Oss'. 8 cal m OSSI. cat llran to dot 01 .S mot asts %U1= 09'11 1131 emu ION 03 • t 04 orm N01 ranrm xoreer a, 5 t¢ 09'11 L"a1 ossl e aI 8 8 OS'SL L'aL r+ ; N PIPE STATION PROFILE 10z111/c 6xn mnwssimiUNnxeo\:6Wx^m\xx 30\0,nro V E MARGINAL WAY OUTFALL 0 O w O a- a Fu, • z 0"-- d • LI, w C7 • Q • Z w Q ❑ 0 I— o� • z � w O D O O O ❑ 3-61011\VONNOLL\S137013e 4 uv 8 133HS OS+ZI VIS 3N11 HOIYM 9 133HS 00+9 VIS 3911 1-131011 CONSTRUCTION NOTES 1.0 N o Z6 91 6301.10 A1N is Lai 01 ,Slob Bl 9847 Tau 09 l •— V on w 110.0141:1•0 1.0 Erc1 8 53: OS'S1 {i 881 {i Amur do m1 06 f 00602334:4._33 0 33315310 0233 > {P 6'ON fld 4:4. 60N0301 0061*Y 9901 8 L'6l i'. OSSI 8 0'91 All UN G 601. 01 .18 06630 13315 5 OL ON 00 301 061NO0 NOI1YJ01"XOtlddtl 0531 8 68 a I 100 NI 300630 00103 II ON Nd 031133NOJ 1NO.301 'X0WeV 0401 8 i L81 n o v o { PIPE STATION PROFILE E MARGINAL WAY OUTFALL 0 O W 0 a- CL H Z Z 0 CC f:L �w WZ W < 0 0 CO W Z 2 00 0 0 33 3 3 3 E nY try 22/8/299,4•991S00099992'0,4994,9782,998.9' MHE,l\YOWYMs103 0Na45 GENERAL NOTES all CONSTRUCTION NOTES Iiiirn:vbIro 6 It3 1; -X g aR38 e 6� g $a 4e 4 Ko ED ED 8 SIGNAL GENERAL NOTES 5 FigP g A 0 $� 0� of N, gym$ <a IP g 171 ;_ Vii PP Ng E qq a ; gae HI g: ja gi Im! 6 133HS OS+91 VIS 3611 63166 SIGNAL CONSTRUCTION NOTES sg.0 2 gg IX fig g0 W!: geilw 89 V PEI ii;ii �g� za 141.1 2g,2 s s,,,ag- w--4 I!! R W �a U ai@i E5ig waw o R 2 0'20 v+ W ;o d01 m 01 011520 13315 .1 f '0!! Nd 10 0200100 1100 VJC1 100140 Bet A 6'21 L 133HS OS+ZI 61S 3NIl HJ116 PIPE STATION PROFILE E MARGINAL WAY OUTFALL F- H H z Oet ng W Q W < E 0 F- O co wI— w 0 Z O O O 0 0 3 3 'z 3 MV \S $ V!0\x9530\INI1^0 MN3-500110\OOV110 6\5031'0X1\4b 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 I SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com �J KP H ORESTF I 1 47 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 48 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 I SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 7", KP 30 MARS STE From: Rob Gammell <rob@marshbankconst.com> Sent: Wednesday, March 10, 2021 5:28 PM 3 49 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 50 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 <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>; 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 I SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 5 51 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 30 KP Hd EAASSTRQ96 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> 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 52 Ings\Contract\14015STRMOI. dwg 3/11/2021 8:13 AM \PROJECTS\TUKVOLA\14015—EMW Outfall\DESIGN\Dra IE 14.0 W, 8 CP IE 13.7 N, 18" CPP IE 13.7 5, 18" CPP z 0 .... .... 1+00 N: 195684.94 E: 1277249.83 SDMH 5706 mnnnn1�11111 1 1 1 11111 1 1 1 1 1 1 �I� 1 1 1 1 1 �w 111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllll IE INACCESSIBLE, 5, 18 C IE 9.9 N, 18" CPP IE 9.5 W, 24" CONC - SIZE/TYPE Pb1 (CERTAIN IE ' F: PIPE PEUGGED W/CO.NC . .. . . "CR FULL OF WATER 12/2019 2+00 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) EAST MARGINAL WAY SOUTH PLAN 0 10 20 40 SCALE IN FEET OEXIST CB TYPE 2-48" STA 1+20.31, 0.00' RIM 18.58 IE IN 9.89 (18"NW) IE OUT 13.96 (18"5) EX PLUGGEDIE OUT 8.40 (24"W) IE OUT 8.40 (24"E) EXIST 18" SD rc 0+00 1+00 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE PK -F1.3 N: 195999.02 E: 1277168.49 ELEV: 18.72 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 U11U11ES, 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 THE ENNROIMIENT: 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. 2 2 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) IE 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 CONSTRUCTION NOTES 0 REMOVE OR ABANDON EXISTING STORM DRAIN PIPE. O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. u 3 F u 0 DRAIN PIPE PER Di I 4OINSTALL FLOW SPLITTER AND PUMP STATION IN 72" DIAMETER STRUCTURES, SEE DETAIL SHEET 2. 0 SEE ELECTRICAL DETAILS FOR PUMP POWER AND CONTROLS. © REMOVE AND REPLACE NEW CURB AND GUTTER. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 0 REMOVE AND REPLACE EXISTING MONUMENT. PIPE STATION PROFILE b P T LLIC 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 IKPQ 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 Ww a.kpg.coo CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS p 5 ` 16 file no 03/11 FD NO. 01 scale AS SHOWN no date revisions 63 06/20 w Cr) u� N, I- V) z J Kct LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE CB 1099 RIM 17.99' PK -F1_10 N: 196215.55 E 1276963.84 ELEV: 17.17 CB 15 RIM 8. 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" OF TEE GB 1097 CB 1098 E 12.6 SW, 8" CPP CB 1100 10.9 SE, SIZE TYPE 06640 CB 1096 RIM 18.OYRIM 17.99' / RIM 18.01' E 11.6 NW, 18" CPP RIM 17.96' CO 1102 10.9 NW, SIZE/TYPE CPP RIM 18.06' IE 11.5 SW, 18" CPP RIM 18.01' 12.4 DATA SW, SIZE21115E UNKN�IWN P FROM 2015; STCR FULL OF WATER 12/2019' STCR FULL OF WATER, 12/2019 7' xHLK x , D x x Allino_ GATE +� DTS"'�J x DT12" x� T4 x (. �DT4" �_x _ n o D DTs.q T3 x 0x �✓ "�IIIIIII,IIIIIIIIIIII'illllllllllllllllllllllllllllllllllllllllllllllllll@IIIIIIIIIIIIIIII!�111111 a���� IIIIIIIIIIIIIIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !! !I �� "'"" 11111111111111111111111111111111111111111111 IIIIII IIIIIIIIIIIIIIIIIII1111IIII IIIIIIIJIIIIIIIIII ,,,,,111111,11111�11111111111111t11i111L11111111�11111111 IIIII 10111IIIINIIIIIIIIIIIII�11■��Il�illll�llllll�llllllllllllllllllll��!IIIIIIIIi��lllllllllllllllllllllllllllll�lllllll�llllllllllllllllllllllllllllllllllll �„ ,,,,,,,,,,,,1 t t _ T 17, WY � —: T CB 1564 RIM 17.95' — SD SD — - T --- EAST MARGINAL WAY SOUTH N: 196081.90 E. 1277100.38 CB 1494 CB 1489 RIM 18.19' RIM 18.05' CB 1090 8601807 CB 1089 RIM 18.04' CB 1088 RIM 18.10' CB 1087 RIM -893' PLAN CB 1086 RIM 18.08' 0 10 20 40 SCALE IN FEET 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 UTIUTIES 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 THE ENIRONI BIT• 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) . D • 3+50 TOP OF FM ± EXISTING GROUND •L co • 5+00 .U) 6+00 EXISTING TELEPHONE X—ING— ^ 7+00 Es U) .U) 30 25 20 15 10 5 0 8+00 \PROJECTS\TUKWLA\14015—EMW Outfall \DESIGN\Drawings\Contract\ 14015STRM01. dwg 3/11/2021 8 PIPE STATION PROFILE CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. P ZJSLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 MPG. 3131 ElliottAve 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 6 ` 16 file no 03/11 FD NO. 01 scale AS SHOWN no dale revisions (54 06/20 / \PROJECTS\TUKWLA\14015—EMW Outfall \DESIGN\Drawings\Contract\ 14015STRM01. dwg 3/11/2021 8 CB 1562 RIM 17.92' CB 1561 RIM 18.00' PK -FLIT N: 196423.67 E 1276843.24 ELEV: 17.25 CB 1559 RIM 18.00' CB 1558 RIM 17.9 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE 'OM Ic- \ CE 15:5 RIM 18.00' IE 13-4 SE, 12" CPP (UNCERTAIN) STCR FU8Q908551EATE12/2019 RIM 18.08' CB 1552 RIM 18.12' PEDESTRIAN TUNNEL CB 2232 RIM 18.10' W �1MRl�I�IMA 111111Y■IIVIII..wwwm111lE11111�IIIII.IIIIIII111111111116. I� ll��a0�1111111o111 pIIIIIIY,lllllllllllllllllllflllllllll11111lllllllllllllllllllllll�nom lllllllllllllllll�l�lll SD -9+00 0 NOV IIIIIIIII��1i11111111111111111111111111111111111 X111111 N: 196645.35 /E: 1276737.92 EAST MARGINAL WAY SOUTH CB 1833 RIM 18.12' CB 1831 RIM 18.09' CB 1830 RIM 18.10' SUN #1829 RIM 18.68' CB 1827 RIM 18.14' CB 1818 RIM 17.95' PEDESTRIAN TUNNEL CB 1832 RIM 18.08' CB 1828 RIM 18.04' PLAN 0 10 20 40 SCALE IN FEET 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 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 0 301.78' (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 20 5.8' BGS 30 25 ▪ Le) 8+00 TOP OF FM ± EXISTING GROUND —EXISTING TEL X—ING a ro ao ¢ v a ^ro 9+00 10+00 EXISTING SD X-ING o 0 0 CO ° ▪ N IT ro N ro ,i Q- 11+00 F two co o c r ri EL. ±13.6 0 PIPE CROSSING EX UNDERGROUND PEDESTRIAN TUNNEL m PO 15 10 5 0,03 46 12+00 12+50 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. 2 P ZJ.SLIC' WORKS 113,1='"1 - . PT* ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 MPG. 3131 ElliottAve 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 .1 If 3F u o- F v 7 ` 16 file no 03/11 FD NO. 01 scale AS SHOWN no date revisions e55 06/20 J CO \PROJECTS\TUKOILA\14015—EMW Outfall \DESIGN\Drawings\Contract\14015STR LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE 2231 18.15' CB 2230 RIM 18.11' CB 2229 RIM 18.08' 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" CONC 1�9IIIIIIIIIJIIIIIIIHIIIIIIIIIIIIIIIIIIIIIIII !111111111 1111111111 111111 1111 - N:-196754.26 T -- - - E: 1276,647.54® 196789-26 E 127.6616.83_ CB 2543 RIM 18.07 E 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 0 a ItS 111 1 111111 a 11 1 1 1 I 1 111 1gmi�iul�ouni q�ommi rr�iniminuOhlgiuigiiiq�j�;��iiulli i�;��iiipliffii■Istompli0 ip 0011p0111 1p IPI PILIS J 0 - co co co • • COORDINATE EXISTING 36" DIAM. CURED -IN-PLACE PIPE LINING OF EXISTING Z -LINE OUTFALL SYSTEM (450 LF) ON BOEING PROPERTY SEE SHEET NO. 11 EAST MARGINAL WAY SOUTH 14+00 15+00 -- 00 F0 T C8 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 2526 RIM 17.5 IE 14.9 I 116+00 F0 FO CB 2265 RIM 18.07' CB 2266 x CB 2264 RIM 18.24' 8CHLK 18/8AR8E0 WIRE N: 196769.31 0 E: 1276664.55 3 c CB 2263 RIM 1831' N: 196804.08 O E: 1276633.26 '0 CB 2262 RIM 18.24 IE 12.3 NW, 12" CPP IE 12.2 SE, 12" CPP 080850501' 710881 885 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 SDMH 5812 RIM 19.12 IE 12.3 E. 12" CONC IE 12.3 W, 12" CPP IE 11.8 SE, 12" CPP IE 7.3 SW, 18" CPP (TYPE UNCERTAIN) 0 10 20 40 SCALE IN FEET P eAC 8 CHLK W/BARBED WIRE CB 5813 RIM 18.43 2 IE 12.5 NW, 12" CPP IE 12-5 E, 12" CPP BARK T A ;jp0zh1.. / T 60 30 25 20 15 10 14 LF 12" SD S=0.50% 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(112"NW, rrt 30 LF 12" SD S=0.36% /7.ZCB 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) 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 11.59 (12"E) EXISTING SD X-ING 199 LF 12" SD S=0.57% CB TYPE 2-48" 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-\ 03 12+50 13+00 14+00 PIPE STATION PROFILE 15+00 15+50 15 10 5 0 RIM 16.44 IE 12.9 NW, 12" CPP IE 12.9 50, 12" CPP CONNECT NEW PIPE TO EXISTING STRUCTURE P CB 58177"--- RIM 815 RIM 17,41 E 13.2 SE, 12" 12" GENERAL NOTES FOR GENERAL NOTES 1-9 SEE PREVIOUS SHEET. 10 PRO1EC71ON CF 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. CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM DRAIN PIPE PER CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. O7 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. 19 POTHOUNG REVEALED SIGNIFICANT ALIGNMENT 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 11MEUNE 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 HATH 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. 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. VIRTUAL DETECTION ZONE SHOWN FOR REFERENCE ONLY. ALL FINAL ZONE LOCATIONS L'U SHALL BE DETERMINED IN THE FIELD BY THE CITY TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. P ZJSLIC' 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 ElliottAve Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.con) CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 03/11 FD NO. 01 8 ` 16 file no ❑1 12/20 RF1 NO. 004 scale AS SHOWN no dale revisions 66 06/20 J 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) 57 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. 58 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 59 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 60 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 61 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/a05106 / 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 PO Box 97, Lake Stevens WA 98258 62 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_5114jpg; IMG_5117.jpg; 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 81St 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 I SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 7"41, KPG 30)EAM STEMB 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 63 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 I 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 HG'FEAE STFb.96 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 64 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 65 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 66 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Cw,,. Lk A4ARSNCH051061 OBE/MBE No. 0.100,1307 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 U 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 ROYCE JOHANNES 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 SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 3,340.64 $ 701.53 $ 4,042.17 MATERIALS MATERIALS / SERVICE DESCRIPTION / SERVICE QUANTITY UNIT PRICE 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% $ - SHEET TOTAL: $ 12,310.06 67 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lc. MARSHC/.05106/ DEEM. No. 01N0011507 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 ROYCE JOHANNES 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 EQUIPMENT SUBTOTAL 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 68 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM LM. MARB140,51. / OBE/MBE . 011410011507 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 L LT L 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'-12'1STEEL 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 Vactor Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL EQUIPMENT 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 69 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM LM. MARB140,51. / OBE/MBE . 011410011507 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 L LT L 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'-12'1STEEL 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 Vactor Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL EQUIPMENT 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 70 MARSHBANK SHEET NO: CONSTRUCTION Con( Lac. MAPSHCl.0.5106 / 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: 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 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 71 MARSHBANK SHEET NO: CONSTRUCTION ConL L... MARSHC1+05106 / OBE/MBE N,,. 011140.9115497 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 H LT H 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 LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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 SUBTOTAL EQUIPMENT 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 72 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Can(. [b. MAHSHCIOSI06/OBE/MBE No. O>M0011607 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 U 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 ROYCE JOHANNES 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 LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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 73 MARSHBANK SHEET NO 20118-01 CONSTRUCTION Cont Lia. MARSH,05105 / BBbMBE Na. BIM001I507 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 $ - JSUTIN TRUMAN DUMP $ 83.50 $ 112.37 $ - LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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 SFS 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 EQUIPMENT SUBTOTAL - 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% $ - I SHEET TOTAL: $ 1,112.35 74 Marshbank Construction, Inc. Page 1 EMARGWAY-1 BUDGET East Marginal Way 03/22/2021 14:05 ROB GAMMELL Cost for Item 460 Activity Resource Desc Pcs Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Matl/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 SUPOI Superintendent 8.00 CH Prod: 1.0000 S Lab Pcs: 2.50 Eqp Pcs: 2.50 8TRPU Pick up 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 75 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 Scope LS Value Prey. % Prey. Amt Total % Current Co... Construction Surveying Control Establish Survey Control Project Network Site Preparation Staking Storm Staking Change Order #01 Site Preparation Staking Storm Staking Bid Item: 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%) 918.00 432.00 1,782.00 5,400.00 1,755.00 100.00% 100.00% 50.00% 41.50% 100.00% 918.00 432.00 891.00 2,241.00 1,755.00 3,996.00 -199.80 Total Payments/Credits I Balance Due $3,796.20 $0.00 $3,796.20 76 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 77 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 LS $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 p, 'W,'att Zona 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 78 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 p, 'W,'att Zona 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 78 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 79 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. B• iowClean A twtrra Cly Jeff Pierce Regional Sales Manager Pacific Northwest 1 80 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) po.;.;nit, 3 9708 377-13:'09 9 !_a .::.,.a fir:.:- W:• 9i:258 81 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. 82 MARSHBANK CONSTRUCTION •d., f/f'':� �.i Ffrl'! 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 ()pportorirc.,:t-;' alr ove Ph, 3 08 Fax '4. i'j jun 70 S _w,ren:5 9.3258 83 MARSHB ANK CONSTRUCTION DEE " 1,' :E 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 08 i;? C , ns 84 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) 85 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. 86 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 87 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 88 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 89 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/a05106 / 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 PO Box 97, Lake Stevens WA 98258 90 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_5114jpg; IMG_5117.jpg; 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 81St 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 Bl#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 I SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 7"41, KPG 30)EAM STEMB 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 91 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 I 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 HG'FEAE STFb.96 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 92 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 93 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 94 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Cw,,. Lk A4ARSNCH051061 OBE/MBE No. 0.100,1307 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 U 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 ROYCE JOHANNES 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 SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 3,340.64 $ 701.53 $ 4,042.17 MATERIALS MATERIALS / SERVICE DESCRIPTION / SERVICE QUANTITY UNIT PRICE 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% $ - SHEET TOTAL: $ 12,310.06 95 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lc. MARSHC/.05106/ DEEM. No. 01N0011507 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 ROYCE JOHANNES 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 EQUIPMENT SUBTOTAL 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 96 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM LM. MARB140,51. / OBE/MBE . 011410011507 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 L LT L 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'-12'1STEEL 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 Vactor Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL EQUIPMENT 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 97 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM LM. MARB140,51. / OBE/MBE . 011410011507 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 L LT L 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'-12'1STEEL 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 Vactor Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL EQUIPMENT 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 98 MARSHBANK SHEET NO: CONSTRUCTION Con( Lac. MAPSHCl.0.5106 / 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: 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 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 99 MARSHBANK SHEET NO: CONSTRUCTION ConL L... MARSHC1+05106 / OBE/MBE N,,. 011140.9115497 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 H LT H 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 LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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 SUBTOTAL EQUIPMENT 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: $ 6,185.05 100 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Can(. [b. MAHSHCIOSI06/OBE/MBE No. O>M0011607 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 U 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 ROYCE JOHANNES 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 LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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: $ 12,481.69 101 MARSHBANK SHEET NO 20118-01 CONSTRUCTION Cont Lia. MARSH,05105 / BBbMBE Na. BIM001I507 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 $ - JSUTIN TRUMAN DUMP $ 83.50 $ 112.37 $ - LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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 SFS 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 EQUIPMENT SUBTOTAL - EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 919.30 $ 193.05 $ 1,112.35 MATERIALS MATERIALS / SERVICE DESCRIPTION / 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% $ - I SHEET TOTAL: $ 1,112.35 102 Marshbank Construction, Inc. Page 1 EMARGWAY-1 BUDGET East Marginal Way 03/22/2021 14:05 ROB GAMMELL Cost for Item 460 Activity Resource Desc Pcs Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Matl/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 SUPOI Superintendent 8.00 CH Prod: 1.0000 S Lab Pcs: 2.50 Eqp Pcs: 2.50 8TRPU Pick up 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 1,675 103 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 Scope LS Value Prey. % Prey. Amt Total % Current Co... Construction Surveying Control Establish Survey Control Project Network Site Preparation Staking Storm Staking Change Order #01 Site Preparation Staking Storm Staking Bid Item: 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%) 918.00 432.00 1,782.00 5,400.00 1,755.00 100.00% 100.00% 50.00% 41.50% 100.00% 918.00 432.00 891.00 2,241.00 1,755.00 3,996.00 -199.80 Total Payments/Credits I Balance Due $3,796.20 $0.00 $3,796.20 104 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 $2,628.36 105 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 LS $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 p, 'W,'att Zona 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 1-09.7 106 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 p, 'W,'att Zona 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 1-09.7 106 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 2 107 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. B• iowClean A twtrra Cly Jeff Pierce Regional Sales Manager Pacific Northwest 1 108 MARSHBANK CONSTRUCTIC i�rti,or`i.�r '�G �??[-��<Itt o. 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. • $10981.00 109 v 98 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. 110 s 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 c9ppol.un lv f::itipfriyer 3 i,1.' 377-0709 ns wh ',825 111 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 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 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 (Gm 2.00 20.00 MH 40.770 1,244 1,244 OP2 Operator -(Group 1) 2.00 20.00 MH 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 i' REMOVE PIPE PER FOOT -MINIMUM 20' Quan:: I00.00 LF IIrs/Slft 8.00 Cab 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 105.230 842 842 112 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. 113 Ings\Contract\14015STRMOI. dwg 3/11/2021 8:13 AM \PROJECTS\TUKVOLA\14015—EMW Outfall\DESIGN\Dra IE 14.0 W, 8 CP IE 13.7 N, 18" CPP IE 13.7 5, 18" CPP z 0 .... .... 1+00 N: 195684.94 E: 1277249.83 SDMH 5706 mnnnn1�11111 1 1 1 11111 1 1 1 1 1 1 �I� 1 1 1 1 1 �w 111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllll IE INACCESSIBLE, 5, 18 C IE 9.9 N, 18" CPP IE 9.5 W, 24" CONC - SIZE/TYPE Pb1 (CERTAIN IE ' F: PIPE PEUGGED W/CO.NC . .. . . "CR FULL OF WATER 12/2019 2+00 • 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) EAST MARGINAL WAY SOUTH PLAN 0 10 20 40 SCALE IN FEET OEXIST CB TYPE 2-48" STA 1+20.31, 0.00' RIM 18.58 IE IN 9.89 (18"NW) IE OUT 13.96 (18"5) EX PLUGGEDIE OUT 8.40 (24"W) IE OUT 8.40 (24"E) EXIST 18" SD rc 0+00 1+00 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE PK -F1.3 N: 195999.02 E: 1277168.49 ELEV: 18.72 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 U11U11ES, 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 THE ENNROIMIENT: 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. 2 2 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) IE 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 CONSTRUCTION NOTES 0 REMOVE OR ABANDON EXISTING STORM DRAIN PIPE. O REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. u 3 F u 0 DRAIN PIPE PER Di I 4OINSTALL FLOW SPLITTER AND PUMP STATION IN 72" DIAMETER STRUCTURES, SEE DETAIL SHEET 2. 0 SEE ELECTRICAL DETAILS FOR PUMP POWER AND CONTROLS. © REMOVE AND REPLACE NEW CURB AND GUTTER. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 0 REMOVE AND REPLACE EXISTING MONUMENT. PIPE STATION PROFILE b P T LLIC 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 IKPQ 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 Ww a.kpg.coo CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS p 5 ` 16 file no 03/11 FD NO. 01 scale AS SHOWN no date revisions dlo4 06/20 w N u� N, I- V) z J LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE CB 1099 RIM 17.99' PK -F1_10 N: 196215.55 E 1276963.84 ELEV: 17.17 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" OF TEE GB 1097 CB 1098 E 12.6 SW, 8" CPP CB 1100 10.9 SE, SIZE TYPE 06640 CB 1096 RIM 18.OYRIM 17.99' / RIM 18.01' E 11.6 NW, 18" CPP RIM 17.96' CO 1102 10.9 NW, 18" CPP RIM 18.06' IE 11.5 SW, 18" CPP RIM 18.01' 1 DATA SW, SIZE21115E UNKNOWN Allnil P FROM 2015; STCR FULL OF WATER 12/2019 ' STCR FULL OF WATER, 12/2019 7' xHLK x , D x x _ GATE +� DTS"'�J x DT12" x� �T4 x (. �DT4" ,_x _ n o D DT5. if T3 x 0x �✓ • "IIIIIII,IIIIIIIIIIII'illlllllllllllllllllllllllllllllllllllllllllllll@1IIIIIII1IIIIIIIII!�111111 a Pi ���aIIIIIIIIIIIIIIIIIIIIIIIIIIIICdlllllllllllllllllllllllllllllllll "' "" IIIIIIIIIIIIIIIIIIIII. l l lIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIIII ,,,,,111111,11111�11111111111111t11i111LwIIIIIIII�II�IIIINIIIIIIIIIIIII�11■��Ilmillll�llllll�llllllllllllllllllll�!IIIIIIIIi��lllllllllllllllllllllllllllll�lllllll�llllllllllllllllllllllllllllllllllll � � � � �„ ,,,,,,,,,,,,1 tt T WY a �� CB 1564 RIM 17.95' CB 15 RIM 8. - SD SD - - T --- EAST MARGINAL WAY SOUTH - N: 196081.90 E. 1277100.38 CB 1494 CB 1489 RIM 18.19' RIM 18.05' CB 1090 80 18 0/ CB 1089 RIM 18.04' CB 1088 RIM 18.10' CB 1087 RIM '893' PLAN CB 1086 RIM 18.08' 0 10 20 40 SCALE IN FEET 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 UTIUTIES 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 THE ENIRONIENT• 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 99.42' (THIS SHEET) 350.88' (THIS SHEET) STANDARD PAVEMENT RESTORATION PERMEABLE PAVEMENT RESTORATION 4" FORCE MAIN (PVC) . c • 0 3+50 TOP OF FM ± EXISTING GROUND �U) 4+00 •L co • �U) 5+00 6-3 . 6+00 EXISTING TELEPHONE X—ING— ^ 7+00 o . 30 25 20 15 10 5 0 8+00 \PROJECTS\TUKWLA\14015—EMW Outfall \DESIGN\Drawings\Contract\ 14015STRM01. dwg 3/11/2021 8 PIPE STATION PROFILE CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. P ZJSLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 MPG. 3131 ElliottAve 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 6 ` 16 file no 03/11 FD NO. 01 scale AS SHOWN no dale revisions d185 06/20 J 721 dwg 3/26\2021 K: \PROJECTS\TUKWILA\14015—EMW Outfall\DESIGN\Drawings\Contract\14 CB 1562 RIM 17.92' CB 1561 PK—FL11 N: 196423.67 E 1276843.24 ELEV 17.25 CB 1559 RIM 18.00' RIM 18.00' {���`, 111111111111LIIIIIL IIIIIII 11I111111J1111 1111111 111111III111111111111 1111111®II■IIIIIII�11111■IIII■IIII■IMI■III■1111111111111;11111111�1►111� 1} I I �I1�11►111 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!Ihllllllllllllllllll'lll'� T-- —worms wow CB 1558 RIM 17.98 CB 1555 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS RIM 10.00' \ APPROXIMATE 251557 —, RIO 1797' \ IE 13.4 SE, 12" CPP (UNCERTAIN) 5TCR FUl5B0f55 TE= 12/2019 RIM 18.08' CB 1552 RIM 18.12' PEDESTRIAN TUNNEL 08 2232 RIM 18.10' 4 4 a Ipllpppppllllllrllllpllllpllllllllllllllllllllllllllllllll EAST MARGINAL WAY SOUTH N: 196652.80 E: 1276747.39 —G a 4 CB 1818 RIM 17.95' CB 1833 RIM 1812' CB 1831 RIM 18.09' CB 1830 RIM 18.10' SMH 01829 RIM 18.68' CB 1827 RIM 18.14' 30 25 20 15 10 CB 1832 CB 1828 RIM 18.04' PEDESTRIAN TUNNEL RIM 18.08 PLAN 0 10 20 40 SCALE IN FEET 60 301.78' (THIS SHEET) 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. 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 UTIUIIES, 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 TIE ENIARONMENT: 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 APPROX. 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 OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 86:0 REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. 4" FORCE MAIN (PVC) EL ±13.6 ® PIPE CROSSING TOP OF FM ± EXISTING GROUND EX UNDERGROUND PEDESTRIAN TUNNEL 10+00 11+00 PIPE STATION PROFILE 12+00 12+50 2 PUBLIC' WORKS 17.)__F>7 - . _PT* ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng prof dir field bk no by date WRE 05/20 WRE 05/20 NJD 06/20 WRE 06/20 MPG. 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 2861640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 eMm.kpg.cam 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 dlt6 06/20 act\14015STRM01_031721.dwg 3/26/2021 3:45 PM K: \PROJECTS\TUKWILA\14015—EMW Outfall\DESIGN\Drawings\Con '23 615' CB 2230 RIM 18.11' LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE LOCATION OF 4" STEEL CONDUIT IS APPROXIMATE CB 2229 CB 2543 CB 2542 ii RIM 18.08' RIM 18.07 RIM 18.05 IE 13.2 SE,W 12"� IE 13.9 SE, 12" CPP rIE 13.2 NW, 12' IE 13.7 NE, 12"CPP I1 111. 11111111111111111111111,•1111111111111111111111111111,111111 1 '_ III1111I111II111111111I1I111I 1111111``` „�1`:��rrrrri r�rr ,IIIA 1r rr, �rrr ii r,1_. 111111 11 1111111 11 111111 111,,,1111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! "''III '111 'I Illll�lllllllllllllllllia ■ 11,1,111,1,,,,,,,,,1,1,1,111111111111111111111,11111, IIIIIII1, 11111111111111�IIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111 1 1111111.1,1,111 _ 1 1 1 1 1 1 1 1 I `11111 1 1 1 1 1 1 1 1 I I 1 1 1_� A , r �� SDMH 2527 RIM 18.59 IE 13.1 SE, 12" CONE IE 7.6 NW, 12" CONC IE 7.6 SW, 18" CONC IE 7.6 NE, 18" CONC Ni 47.01 E: -1276639,37 r J 0 COORDINATE EXISTING CURED -IN-PLACE PIPE LINING OF EXISTING Z UNE OUTFALL SYSTEM (450 LF) ON BOEING PROPERTY SEE SHEET NO. 11 CB 2521 RIM 18.01 IE 16.1 NE, 8" CONC SDMH 2520 RIM 15.17 IE 16.3 SW, 8" CONC IE 11.2 NE, 12" CONC CB 252: RIM 17,_` IE 14.9 s 36" DIAM. r.11 MITT .11111 Asinwiliiii" 'I" 'VAN T r /T Aft fit 14+00 15+00 FO - 30 25 20 15 10 0 CB 2264 x RIM 18.24' 8' CHLK W/BARBED WIRE N: 196769.31 E: 1276664.55 CB 2263 M 1831' N: 196804.08 (70 E: 1276633.26 3 ` • ID 0 (TP (TWA T r► BARK SD ® .I•�'� 4;ALS& (TYP) D ' c r.. 16+00 FO � FO EAST MARGINAL WAY SOUTHI 1 CD 2262 RIM 18.24 IE 12.3 NW, 12" CPP IE 12.2 SE, 12" CPP EMERGENCY. SIGNAL.OH D CB 5811 RIM 19.07 If 12.2 SE, 12" CPP IE 12.0 NW, 12" CPP If 13.3 SW, 12" CPP 300.16' THIS SHEET) PLAN SDMH 5812 RIM 19.12 IE 12.3 E, 12" CONC IE 12.3 W, 12" CPP IE 11.8 SE, 12" CPP If 7.3 SW, 18° CPP (TYPE UNCERTAIN) 0 10 20 40 SCALE IN FEET 60 AC 8' CHLK W/BARBED WIRE CB 5813 RIM 18.43 IE 12.5 NW, 12" CPP IE 12.5 E, 12" CPP 12+50 CB TYPE 2-48" STA 12+68.84, 9.93' LT RIM 18.72 IE IN 15.16 (12"NE) IE OUT 15.16 (12"NW) STANDARD PAVEMENT RESTORATION 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) EXISTING GROUND EXISTING POWER X-ING- 00 a 0 .N 13+00 14+00 15+00 0 0 a " CB 5814 F0 T - 4 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) 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 P CB 581x5--- RIM 815 RIM 17.41 IE 13.2 SE, 12" 30 25 12' 12 LF 12" SD S=0.22% STRUCTURE 21 TO STRUCTURE 24 20 15 10 5 0 PIPE STATION PROFILE rL 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 PROTECTIGI 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. CONSTRUCTION NOTES REPLACE EXISTING ROADWAY MARKINGS. TRENCH 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 QUALITY TREATMENT VAULT, SEE DETAIL SHEET 3. 0 INSTALL DROP CONNECTION INSIDE STRUCTURE WITH CHANNEL BOTTOM. SEE DETAIL SHEET 2 FOR DISCHARGE PIPING. 19 POTHOLING REVEALED SIGNIFICANT ALIGNMENT 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 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 A FURNISH 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. A EXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED. EXISTING HOME RUN 2CS \ WIRING TO CONTROLLER SHALL REMAIN. LABEL LOOP WIRES AND DISCONNECT LOOP SPLICES 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 proj eng proj dir field bk no by date WRE 05/20 WRE 05/20 NJD 06/20 WRE 06/20 IKPQ 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 W,nv.kpg.cOm CONFORMED DOCUMENTS E MARGINAL WAY OUTFALL STORMWATER RETROFIT PROJECT DRAINAGE PLANS 0 ❑1 03/11 FD NO. 01 If 3F u 0 o- F v 8 \ 16 file no 12/20 RFI NO. 004 scale AS SHOWN no date revisions dlt7 06/20 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: $192,822.66 118 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: 120 IND IH P END IEI;NT COST IFISTIMAT IH SL 008- Supplemental Costs Compiled - Review Overhead Rate - Onsite Equipment & Management if no FA Overhead Rate Rate Units Total Force Account Days - Per Rate Sheets Rate Units Total Temp Traffic Control - LS Rate Units Total ESC LUMP SUM ITEM Rate Units Total 3/9/2021 2197 1 $ 2,197.00 3/9/2021 - Sheet attached - Need Invoices 10552.05 1 $ 10,552.05 3/9/2021 1250 1 $ 1,250.00 3/9/2021 250 1 $ 250.00 3/10/2021 2197 1 $ 2,197.00 3/10/2021- Sheet attached - Need Invoices 7899.28 1 $ 7,899.28 3/10/2021 1250 1 $ 1,250.00 3/10/2021 250 1 $ 250.00 3/11/2021 3306.6 1 $ 3,306.60 $ - 3/11/2021 1250 1 $ 1,250.00 3/11/2021 250 1 $ 250.00 3/12/2021 3306.6 1 $ 3,306.60 $ - 3/12/2021 1250 1 $ 1,250.00 3/12/2021 250 1 $ 250.00 3/15/2021 2197 1 $ 2,197.00 3/15/2021- Sheet attached - Need Invoices 3758.93 1 $ 3,758.93 3/15/2021 1250 1 $ 1,250.00 3/15/2021 250 1 $ 250.00 3/16/2021 3306.6 1 $ 3,306.60 $ - 3/16/2021 1250 1 $ 1,250.00 3/16/2021 250 1 $ 250.00 3/17/2021 2197 1 $ 2,197.00 3/17/2021- Patrick to Send - Need Invoices 12000 1 $ 12,000.00 3/17/2021 1250 1 $ 1,250.00 3/17/2021 250 1 $ 250.00 3/18/2021 3306.6 1 $ 3,306.60 $ - 3/18/2021 1250 1 $ 1,250.00 3/18/2021 250 1 $ 250.00 3/19/2021 3306.6 1 $ 3,306.60 $ - 3/19/2021 1250 1 $ 1,250.00 3/19/2021 250 1 $ 250.00 3/22/2021 3306.6 1 $ 3,306.60 $ - 3/22/2021 1250 1 $ 1,250.00 3/22/2021 250 1 $ 250.00 3/23/2021 3306.6 1 $ 3,306.60 $ - 3/23/2021 1250 1 $ 1,250.00 3/23/2021 250 1 $ 250.00 3/24/2021 3306.6 1 $ 3,306.60 $ - 3/24/2021 1250 1 $ 1,250.00 3/24/2021 250 1 $ 250.00 3/25/2021 3306.6 1 $ 3,306.60 $ - 3/25/2021 1250 1 $ 1,250.00 3/25/2021 250 1 $ 250.00 3/26/2021 2197 1 $ 2,197.00 3/26/2021- Sheet attached - Need Invoices 8000 1 $ 8,000.00 3/26/2021 1250 1 $ 1,250.00 3/26/2021 250 1 $ 250.00 3/29/2021 3306.6 1 $ 3,306.60 $ - 3/29/2021 1250 1 $ 1,250.00 3/29/2021 250 1 $ 250.00 3/30/2021 3306.6 1 $ 3,306.60 $ - 3/30/2021 1250 1 $ 1,250.00 3/30/2021 250 1 $ 250.00 3/31/2021 3306.6 1 $ 3,306.60 $ - 3/31/2021 1250 1 $ 1,250.00 3/31/2021 250 1 $ 250.00 4/1/2021 3306.6 1 $ 3,306.60 $ - 4/1/2021 1250 1 $ 1,250.00 4/1/2021 250 1 $ 250.00 4/2/2021 3306.6 1 $ 3,306.60 $ - 4/2/2021 1250 1 $ 1,250.00 4/2/2021 250 1 $ 250.00 38569.6 $ 57,277.40 $ 42,210.26 $ 23,750.00 $ 4,750.00 Additional Costs to be assessed $ 86,640.17 $ 39,679.20 $ 126,319.37 $ 126,319.37 Re-Sawcutting: $ Re -Survey: $ Structures Revisions: $ Pothole Above 6 EA $ Restoration of MH34 to MH25: $ Sealant or Pave Restorations: $ TBD TBD TBD TBD TBD TBD RCSBC part incidental part add to Added costs RCSBC rock to BI #11 Proposed CO Pricing: $ 127,987.66 Pay to BI #4 on PE#1 $ - Pay to CO #2 added costs on PE#2 CO#2 Totals: $ 127,987.66 25000 $102,987.66 122 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 WSDOT Local Agency Guidelines M 36-63.18 October 2012 124 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 04/29/2021 RFI #17.1 Force Account #02 129 CY x $42 for backup = $5,140 0.21 0.02 See FA sheet - Pay $573.48 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 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: '�46- 7 /47 9 vat 7; 05/11/2021 Verified/Checked By: Matt North, Resident Engineer Date: Signature: 126 Invoice #: 3506 Project Name: fj4T Awl' Wit WAti 0 w Field Construction Kecora Project No.: c4 i 2_6, 4 - Bid Item No.: 1 Item Description: M,,,40,1_ e...14 -006 -- Start Date of Work: Start Lq —/ '2-4 End Date of Work: 4 -.3o - Z% L iL —4 ZI KO 1i'• _-r d_ a1 - . - if- Rue! 15 (!J F1 *NIe-7 __I ,r /Vr �cvI-- RAWMsr t 3 _Fel� i 'a i S��(r �/.1) /7f frA6 Ji v70 734- 77 A& o cl =I4/i0 'RFC -E---2- 01 A. I 11 , coo may- s - F4- 4 4 -54 -r54- -d -W- -&oma--= O.2 16,4 How was quantity measured? s r e g.-Fi - I . I / w fi-6tLc-D a IN F H -i> 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_ ivi3i �' 2- /4 A_ lA kr-i- J f *f- S 4-2-1 ,I Inspector Title Date Contractor Title Date Date: Calculations Verified/Checked by: 127 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: imaae001.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 II 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. 128 MARSH BAN K C NJ STI L C_-_TI(DI NJ 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." FJ STING PAVFIENT. DEP1H VARIES Weir 7 WINK, PERMEAGLE PAVEMENT SECiiON, Asphaii Removal AperoaomaleIy 9 I,Bi Item ?;o A" PER1(ABLE HMA, PG 70-22 t' PERMEABLE ASPHALT TREATED BASE 12" PERI BLE BALLAST NTS Concrete ReI mMal Appru-xirnaloly. 9" Paid ilnrn I Road Base Rernmal Acs roxirrakefy 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: DA'Z'E: 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. nate 71.44a 05/04/2021 129 PRIME LABOR PRIME EQUIPMENT I MATERIALS cc U m Ui w 0 a_ 7 a w m c, 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. Ds Marshbank Sub Contractor: N/A Date 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 11S) 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 $ 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 I $ Force Account Sheet By: Approval of Force Account Worked: SHE WIE HERE, KPG Office Engineer Ds NAME HERE, KPG Resident Engineer Date ET TOTAL: $ 573.48 130 Quantities as measured in the field 11PC Es' 141w SEATTLE ThCOMA alms 1111110061 • Invoice #: 774 FA No.: DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: Bid item No.: Description of Work: Prime Contractor: NAME f1• I AN OCCUPATION Project No: Date: • Work by Subcontractor?: Sub -Contractor: LABOR STRAIGHT TIME HOURS 111E11111•11111•11� c 4) A .._ OVERTIME HOURS . • 74" ":":774'7".' 4 4, II COMMENTS EQUIPMENT OR ATTACHMENTS Mop STRAIGHT HOURS STANDBY HOURS COMMENTS MATERIALS QUANTITY UNIT COMMENTS INVOICES QUANTITY UNIT DOLLAR AMOUNT Verification of Hours Worked: AP- eV);Q Marshbank Construction Inc. Foreman's Report of Force Account Worked 5115 Date I !Job # I / ,; Weather I Auth. By I 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: 132 SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 5 133 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 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 115) 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 / 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 vi/ 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 I MATERIALS EQUIPMENTORATTACHMENTS 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 $ - $ - SUBISERVICE 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 $ Force Account Sheet By: Approval of Force Account Worked: SHEET TOTAL: $ 2,198.18 1ME HERE, KPG Office Engineer Dt NAME HERE, KPG Resident Engineer Date 133 Marshbank Construction Inc. Foreman's Report of Force Account Worked 5113 Date I I Job # Weather I 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: 134 SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 6 135 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 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION Chris Rammage I'tH I UK - LUNt 1/UKUU1' 1+ (MU I KAUt 1 U e tKIN I tNUtN I I UK 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 I 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 I MATERIALS EQUIPMENTORATTACHMENTS 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 $ - $ - SUBISERVICE 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 $ 111. Force Account Sheet By: Approval of Force Account Worked: SHEET TOTAL: $ 2,321.70 1ME HERE, KPG Office Engineer Dt NAME HERE, KPG Resident Engineer Date 135 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: 136 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 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: 4 677-a- 7Ve7 Vex Zoom 05/11/2021 Verified/Checked By: Matt North, Resident Engineer Date: Signature: 137 MARSHBANK CONSTRUCTIO i�rti,or`i.�r '�G �??[-��<Itt o. 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. 138 38 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 lea 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. 139 s 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 c9ppol.un lv f::itipfriyer 3 i,1.' 377-0709 ns wh ',825 140 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 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 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 (Gm 2.00 20.00 MH 40.770 1,244 1,244 OP2 Operator -(Group 1) 2.00 20.00 MH 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 i' REMOVE PIPE PER FOOT -MINIMUM 20' Quan:: I00.00 LF IIrs/Slft 8.00 Cab 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 105.230 842 842 141 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. 142 .86 act \14015STRM01.dwg 3/11/2J. \ PROJECTS \TUKWLA\14015—EMW Outfall \ DESIGN \Dm g SDMH 5707 0 IE 14.0 W, 8 CP IE 13,7 N, 18" CPP IE 13.7 S, 18' CPP g g N: 195684.94 E: 1277249.83 O O O 1+00 SDMH 5706 IE INACCESSIBLE, S, 18 IE 9.9 N, 18" CPP IE 9.5 W, 24' CONC - SIZE/TYPE 19CERTAIN ' IE • E; PIPE 6606GE0 W/CONC . . . . STCR FULL OF WATER 12/2019 • 2+00 CR 1094 RIO 1810' .nnm 1�1111111111111111i11d11111�1e111111�1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIICIIIIIIIIIIIIIIillllllllllllllllll I1 tl ���I111111�1.1�111 ��..., See RAM 017 EAST MARGINAL WAY SOUTH 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) PLAN LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE PK-FL3 N: 195999.02 E: 1277168.49 ELEV: 18.72 0 10 20 40 SCALE IN FEET OEXIST 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 PLUGGEDIE 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 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. 2 EXIST SDMH N: 195958.35 E: 1277133.29 PIPE STA 2+97.26 RIM 18.56 IE OUT 10.82 (12"E) IE IN 10.86 (18"NW) IE 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. 20 LF 12" SD S=0.45% EXISTING GROUND - 0 REPLACE EXISTING ROADWAY MARKINGS. OTRENCH AND PAVEMENT RESTORATION FOR STORM CITY OF TUKWILA STANDARD DETAIL NO. DS -14B. 3 1- 11 DRAIN PIPE PER Dm 1- li 4OINSTALL FLOW SPLITTER AND PUMP STATION IN 72" DIAMETER STRUCTURES, SEE DETAIL SHEET 2. 0 SEE ELECTRICAL DETAILS FOR PUMP POWER AND CONTROLS. 0 REMOVE AND REPLACE NEW CURB AND GUTTER. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 0 REMOVE AND REPLACE EXISTING MONUMENT. PIPE STATION PROFILE ro b P ZJSLIC' 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 e*ee kpg cam 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 d4t3 06/20 w Cr) u� N, I- V) z J Kct LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE CB 1099 RIM 17.99' PK -F1_10 N: 196215.55 E 1276963.84 ELEV: 17.17 CB 15 RIM 8. 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" OF TEE GB 1097 CB 1098 E 12.6 SW, 8" CPP CB 1100 10.9 SE, SIZE TYPE 06640 CB 1096 RIM 18.OYRIM 17.99' / RIM 18.01' E 11.6 NW, 18" CPP RIM 17.96' CO 1102 10.9 NW, SIZE/TYPE CPP RIM 18.06' IE 11.5 SW, 18" CPP RIM 18.01' 12.4 DATA SW, SIZE21115E UNKN�IWN P FROM 2015; STCR FULL OF WATER 12/2019' STCR FULL OF WATER, 12/2019 7' xHLK x , D x x Allino_ GATE +� DTS"'�J x DT12" x� T4 x (. �DT4" �_x _ n o D DTs.q T3 x 0x �✓ "�IIIIIII,IIIIIIIIIIII'illllllllllllllllllllllllllllllllllllllllllllllllll@IIIIIIIIIIIIIIII!�111111 a���� IIIIIIIIIIIIIIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !! !I �� "'"" 11111111111111111111111111111111111111111111 IIIIII IIIIIIIIIIIIIIIIIII1111IIII IIIIIIIJIIIIIIIIII ,,,,,111111,11111�11111111111111t11i111L11111111�11111111 IIIII 10111IIIINIIIIIIIIIIIII�11■��Il�illll�llllll�llllllllllllllllllll��!IIIIIIIIi��lllllllllllllllllllllllllllll�lllllll�llllllllllllllllllllllllllllllllllll �„ ,,,,,,,,,,,,1 t t _ T 17, WY � —: T CB 1564 RIM 17.95' — SD SD — - T --- EAST MARGINAL WAY SOUTH N: 196081.90 E. 1277100.38 CB 1494 CB 1489 RIM 18.19' RIM 18.05' CB 1090 8601807 CB 1089 RIM 18.04' CB 1088 RIM 18.10' CB 1087 RIM -893' PLAN CB 1086 RIM 18.08' 0 10 20 40 SCALE IN FEET 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 UTIUTIES 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 THE ENIRONI BIT• 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) . D • 3+50 TOP OF FM ± EXISTING GROUND •L co • 5+00 .U) 6+00 EXISTING TELEPHONE X—ING— ^ 7+00 Es U) .U) 30 25 20 15 10 5 0 8+00 \PROJECTS\TUKWLA\14015—EMW Outfall \DESIGN\Drawings\Contract\ 14015STRM01. dwg 3/11/2021 8 PIPE STATION PROFILE CONSTRUCTION NOTES O REPLACE EXISTING ROADWAY MARKINGS. OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 8REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. P ZJSLIC' WORKS DEPT_ * ENGINEERING *STREETS *WATER* SEWER*BUILDING * designed drawn checked proj eng proj dir field bk no by WRE WRE NJD WRE date 05/20 05/20 06/20 06/20 MPG. 3131 ElliottAve 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 6 ` 16 file no 03/11 FD NO. 01 scale AS SHOWN no dale revisions 44 06/20 J 721 dwg 3/26\2021 K: \PROJECTS\TUKWILA\14015—EMW Outfall\DESIGN\Drawings\Contract\14 CB 1562 RIM 17.92' CB 1561 PK—FL11 N: 196423.67 E 1276843.24 ELEV 17.25 CB 1559 RIM 18.00' RIM 18.00' {���`, 111111111111LIIIIIL IIIIIII 11I111111J1111 1111111 111111III111111111111 1111111®II■IIIIIII�11111■IIII■IIII■IMI■III■1111111111111;11111111�1►111� 1} I I �I1�11►111 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!Ihllllllllllllllllll'lll'� T-- —worms wow CB 1558 RIM 17.98 CB 1555 LOCATION OF ZAYO FIBER OPTIC CONDUIT IS RIM 10.00' \ APPROXIMATE 251557 —, RIO 1797' \ IE 13.4 SE, 12" CPP (UNCERTAIN) 5TCR FUl5B0f55 TE= 12/2019 RIM 18.08' CB 1552 RIM 18.12' PEDESTRIAN TUNNEL 08 2232 RIM 18.10' 4 4 a Ipllpppppllllllrllllpllllpllllllllllllllllllllllllllllllll EAST MARGINAL WAY SOUTH N: 196652.80 E: 1276747.39 —G a 4 CB 1818 RIM 17.95' CB 1833 RIM 1812' CB 1831 RIM 18.09' CB 1830 RIM 18.10' SMH 01829 RIM 18.68' CB 1827 RIM 18.14' 30 25 20 15 10 CB 1872 CB 1828 RIM 18.04' PEDESTRIAN TUNNEL RIM 18.08 PLAN 0 10 20 40 SCALE IN FEET 60 301.78' (THIS SHEET) 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. 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 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 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 TIE ENIARONMENT: 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 APPROX. 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 OINSTALL 4" FORCE MAIN (PVC 900), SEE DETAIL SHEET 3 FOR TRENCH AND PAVEMENT RESTORATION. 86:0 REMOVE EXISTING PAVEMENT SECTION AND INSTALL PERMEABLE PAVEMENT SECTION, SEE DETAIL SHEET 3. 4" FORCE MAIN (PVC) EL ±13.6 ® PIPE CROSSING TOP OF FM ± EXISTING GROUND EX UNDERGROUND PEDESTRIAN TUNNEL 10+00 11+00 PIPE STATION PROFILE 12+00 12+50 2 PUBLIC' WORKS 17.)__F>7 - . _PT* ENGINEERING *STREETS *WATER* SEWER*BUILDING* designed drawn checked prof eng proj dir field bk no by date WRE 05/20 WRE 05/20 NJD 06/20 WRE 06/20 MPG. 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 2861640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 eMm.kpg.cam 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 46 06/20 act\14015STRM01_031721.dwg 3/26/2021 3:45 PM K: \PROJECTS\TUKWILA\14015—EMW Outfall\DESIGN\Drawings\Con '23 615' CB 2230 RIM 18.11' LOCATION OF ZAYO FIBER OPTIC CONDUIT IS APPROXIMATE LOCATION OF 4" STEEL CONDUIT IS APPROXIMATE CB 2229 CB 2543 CB 2542 ii RIM 18.08' RIM 18.07 RIM 18.05 IE 13.2 SE,W 12"� IE 13.9 SE, 12" CPP rIE 13.2 NW, 12' IE 13.7 NE, 12"CPP I1 111. 11111111111111111111111,•1111111111111111111111111111,111111 1 '_ III1111I111II111111111I1I111I 1111111``` „�1`:��rrrrri r�rr ,IIIA 1r rr, �rrr ii r,1_. 111111 11 1111111 11 111111 111,,,1111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII! "''III '111 'I Illll�lllllllllllllllllia ■ 11,1,111,1,,,,,,,,,1,1,1,111111111111111111111,11111, IIIIIII1, 11111111111111�IIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111 1 1111111.1,1,111 _ 1 1 1 1 1 1 1 1 I `11111 1 1 1 1 1 1 1 1 I I 1 1 1_� A , r �� SDMH 2527 RIM 18.59 IE 13.1 SE, 12" CONE IE 7.6 NW, 12" CONC IE 7.6 SW, 18" CONC IE 7.6 NE, 18" CONC Ni 47.01 E: -1276639,37 r J a COORDINATE EXISTING CURED -IN-PLACE PIPE LINING OF EXISTING Z UNE OUTFALL SYSTEM (450 LF) ON BOEING PROPERTY SEE SHEET NO. 11 CB 2521 RIM 18.01 IE 16.1 NE, 8" CONC SDMH 2520 RIM 15.17 IE 16.3 SW, 8" CONC IE 11.2 NE, 12" CONC CB 252: RIM 17,_` IE 14.9 s 36" DIAM. r.11 MITT .11111 Asinwiliiii" 'I" 'VAN T r /T fitAft 14+00 15+00 FO - 30 25 20 15 10 0 CB 2264 x RIM 18.24' 8' CHLK W/BARBED WIRE N: 196769.31 E: 1276664.55 CB 2263 M 1831' N: 196804.08 (70 E: 1276633.26 3 ` • ID 0 (TP (TWA T r► BARK SD ® .I•�'� 4;ALS& (TYP) D ' c r.. 16+00 FO � FO EAST MARGINAL WAY SOUTHI 1 CD 2262 RIM 18.24 IE 12.3 NW, 12" CPP IE 12.2 SE, 12" CPP EMERGENCY. SIGNAL.OH D CB 5811 RIM 19.07 If 12.2 SE, 12" CPP IE 12.0 NW, 12" CPP If 13.3 SW, 12" CPP 300.16' THIS SHEET) PLAN SDMH 5812 RIM 19.12 IE 12.3 E, 12" CONC IE 12.3 W, 12" CPP IE 11.8 SE, 12" CPP If 7.3 SW, 18° CPP (TYPE UNCERTAIN) 0 10 20 40 SCALE IN FEET 60 AC 8' CHLK W/BARBED WARE CB 5813 RIM 18.43 IE 12.5 NW, 12" CPP IE 12.5 E, 12" CPP 12+50 CB TYPE 2-48" STA 12+68.84, 9.93' LT RIM 18.72 IE IN 15.16 (12"NE) IE OUT 15.16 (12"NW) STANDARD PAVEMENT RESTORATION 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) EXISTING GROUND EXISTING POWER X-ING- 00 a 0 .N 13+00 14+00 15+00 0 0 a " CB 5814 F0 T - 4 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) 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 P CB 584--- RIM 815 RIM 17.41 IE 13.2 SE, 12" 30 25 12' 12 LF 12" SD S=0.22% STRUCTURE 21 TO STRUCTURE 24 20 15 10 5 0 PIPE STATION PROFILE rL 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 PROTECTIGI 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. CONSTRUCTION NOTES REPLACE EXISTING ROADWAY MARKINGS. TRENCH 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 QUALITY TREATMENT VAULT, SEE DETAIL SHEET 3. 0 INSTALL DROP CONNECTION INSIDE STRUCTURE WITH CHANNEL BOTTOM. SEE DETAIL SHEET 2 FOR DISCHARGE PIPING. 19 POTHOLING REVEALED SIGNIFICANT ALIGNMENT 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 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 A FURNISH 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. A EXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED. EXISTING HOME RUN 2CS \ WIRING TO CONTROLLER SHALL REMAIN. LABEL LOOP WIRES AND DISCONNECT LOOP SPLICES 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 proj eng proj dir field bk no by date WRE 05/20 WRE 05/20 NJD 06/20 WRE 06/20 IKPQ 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 03/11 FD NO. 01 If 3F u 0 o- F v 8 \ 16 file no ❑1 12/20 RFI NO. 004 scale AS SHOWN no date revisions c46 06/20 Serial Letter 09 Pricing Breakdown Rob's #'s: Item: Total Total Paying on PE 02 Replacing Monument $4,282.00 $2,141.00 4282 Added Striping Install/Removals and Subsequent Layout $3,176.00 $0.00 3176 Modular Stucture Relocation/Added Saw-cutting/Safety Shoulder $25,419.80 $29,232.77 26050 Additional Days/Overhead $3,306.60 $3,306.60 10708 Structures 21, 24, 25 and Added 4' of trench width and incidentals $10,981.00 $10,981.00 10981 Structure #25 - #34 Restoration $2,036.00 $2,036.00 2036 Bid Item #2 $166.67 $166.67 1500 Bid Item #5 $1,000.00 $1,000.00 7500 Pipe Removal Per Foot $1,336.00 $1,336.00 1336 Total $51,704.07 $50,200.04 $67,569.00 Remaining $5,317.00 Mon & Striping $5,317.00 147 PRIME LABOR PRIME EQUIPMENT I MATERIALS ce 0 U I- 0 U U) w Q SUB EQUIPME 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 Ramma a 9 AUYtKIN I tNUtN I / UYtKA I UK - LUNt 1/IUKUUY l+ (MUI KHUt 1181 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 $ - $ - 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 $ - SUBCONTRACTOR SUBTOTAL $ - PRIME CONTACTOR MARKUP AT 12% SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUP $ - Force Account Sheet By: ME HERE, KPG Office Engineer Approval of Force Account Worked: DE NAME HERE, KPG Resident Engineer Date SHEET TOTAL: $ 1,749.83 148 Invoice #: 971 FA No.: 0 DAILY REPORT OF7"'` FORCE ACCOUNT WORKED SEATTLE • TACOMA Project Name: Bid Item No.: Description of Work: Prime Contractor: 0 Project No: Date: y q r -- ( S,w,i .io[. , 0 Lk 404- 1.1_14!�►t;1 t -f -a P 7A, 5+ OAR, -{ It „A 4 ‘74-(.44,2,6,-e_ it cot. 1Mct..riA,tzt,tk rat Work by Subcontractor?: ; Sub -Contractor: LABOR NAME OCCUPATION STRAIGHT TIME OVERTIME COMMENTS HOURS HOURS LOLL L,i+l e4rzy t C9PeariVr '2 , k9wtt j+1+akV•11,, 1,11 2i -e N" r- 2 Apt r o It, _ 'aper 014-ei ' 2 vhr 1 A/G*4 t4.6.4 li, A Fp v, L4 f: c 2- n.{a1 7 (4W lir 1-6 .Z. EQUIPMENT EQUIPMENT OR ATTACHMENTS STRAIGHT STANDBY COMMENTS HOURS HOURS tk tQ2 V� 1 x+wee44Lt.. j. 9r iCC . 2 - - A 7,04 Kn 41AL{44g., Lde•rr t70 E 1S70 TO(44c744 F44 Alto 1t--r5V 17: P°r`zi.. 2.- * 10 -27 i40 L4 0.1--2 - l:9) ' MATERIALS MATERIALS QUANTITY UNIT COMMENTS 1(x4" geei.se,e, fAzttiry-t . ill (is e'.1 -7-0 (4 Quantities as measured in the field INVOICES INVOICES QUANTITY UNIT DOLLAR AMOUNT Verification • • ., Worked: COMMENTS: , IINSu i1-' 9 131-6-- So.l s _ iii i02. , /}�s - I`l X7'-`7-, P p sr !-'oma! /1111- Ala a PI !'T r—..'— r-041.4 041.4p �U rf' Contractor's Representative Date " �• _ t't 24 Owner's Representative Date Marshbank Construction Inc. Foreman's Report of Force Account Worked 5110 Date (/ T//s/z j Job # - - Za/t tr Weather SUS 7/ ° Auth. By Describe -rWork Performed (Attach/ea&4 [Additional heetsrif Necessary) U A coj./4w�Ie, Ott jat -+Fao571rUc-r�+I-e '"i //,` . - 177 "-3re e.+1 2k' 13 e:C.re . I 1/`I reLle---, Aso 4'..,.c w a. 4:"3 Oft 2y< <r ' — Labor Equipment Hours Name Hours Machine/Machine Number 1 K 7- r,.,� t ion Z C,. i( 1 _ 2 /Z36 LPikkcv. 32D '` 30/,b 2 A aro" Z- 6.)G - A -6.)4-- _ 0 "'rf -n. 0 t r 3a Sr t . /027 Z. 1; .v. Below This Line Attach Invoices or Truck Slips/Tickets If Available Materials (Includes Dump Fees) Subcontractors (Includes Rental Trucks) Quantity Description Invoice No. Subcontractor / r '2)(.4 rrcr/cl OsGAc S;; Iv�,r- 64-1.-.....k .- (i ....cL,....,4- 5424/ Signature: arc Pr, Date Completed: C ' (? -Z( 150 \ND AGREES TO HOLD HARMLESS KANGLEY ROCK & RECYCLING, A DIVISION COMPANY, INC. FOR ANY DAMAGE TO HIS REAL OR PERSONAL PROPERTY i LISTED ABOVE. DETAILS ON REVERSE. 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 (206) 768-1000 MAP LOCATE LEAVE PLANT ARRIVE JOB LEAVE JOB ARRIVE PLANT DATE CUSTOMER NO. ORDER NO. PROJECT CUSTOMER NAME JOB ADDRESS SPECIAL INSTRUCTIONS CUSTOMER P.O. JOB NO. PLANT # DELIVERY TICKET NO. COLLECT ON DELIVERY (C.O.D.) ❑CASH ❑ CHECK # CARD # ❑ VISA ❑ MASTERCARD ❑ DISCOVER ❑ CHARGE EXP. 1 QUANTITY PRODUCT CODE DRIVER TRUCK NO. DISPATCHER TAX CODE RELEASE — CUSTOMER RELEASES OF GARY MERLINO CONSTRUCTION CAUSED BY DELIVERY OF MATERIAL; CUSTOMER SIGNATURE PRINT NAME DESCRIPTION ORDERED BY TIME DUE TONS REMIT PAYMENT TO 9125 10th AVE. S. SEATTLE, WA 98108 TERMS ON REVERSE TOTAL DATE REV 04-2009 CUSTOMER COPY UNIT PRICE SUB -TOTAL AMOUNT SALES TAX BALANCE FORWARD TOTAL AMOUNT 151 PRIME LABOR PRIME EQUIPMENT I MATERIALS cc U m Lir 2 a a v w m c, 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 118) 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 $ 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 $ - 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 $ $ 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 I $ Force Account Sheet By: Approval of Force Account Worked: WE HERE, KPG Office Engineer NAME HERE, KPG Resident Engineer Date SHEET TOTAL: $ 1,140.42 05/11/2021 152 oti Marshbank Construction Inc. Foreman's Report of Force Account Worked 5114 Date _ jJob # Weather I IAuth. By I 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 Materials (Includes Dump Fees) _ Subcontractors (Includes Rental Trucks) Quantity Description Invoice No. Subcontractor Signature: Date Completed: 153 SEATTLE • TACOMA DAILY REPORT OF FORCE ACCOUNT WORKED FA No.: 4 154 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 NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION Chris Rammage (MU I Ut � Uc tKIN I tNUtN I I UI KKH I UK - LUNt I/L,KUUY I+ KH 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 / 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 $ 181.08 SUBCONTRACTOR LAil NAME OCCUPATION ST HOURS WWR OT HOURS WWR EXTENSION - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - - $ - $ - $ - SUBCONTRACTOR LABOR SUBTOTAL SUBCONTRACTOR LABOR TOTAL INCLUDING 29% MARKUP $ - $ - SUB EQUIPMENT I MATERIALS EQUIPMENTORATTACHMENTS 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 $ - $ - SUBISERVICE SUBCONTRACTOR / SERVICE INVOICE UNIT QUANTITY PRICE w/ Tax if appl. EXTENSION $ - $ - SUBCONTRACTOR INVOICE TOTAL $ - - SUBCONTRACTOR SUBTOTAL $ PRIME CONTACTOR MARKUP AT 12% $- 116 SUBCONTRACTOR TOTAL INCLUDING 12% PRIME MARKUPI $ - Force Account Sheet By: Approval of Force Account Worked: 1ME HERE, KPG Office Engineer Di NAME HERE, KPG Resident Engineer Date SHEET TOTAL: $ 181.08 154 Marshbank Construction Inc. Foreman's Report of Force Account Worked Date ( 'Job # 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: 155 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: I From: 3/8/2021 I 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 Material Acceptance Total 5.50 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 Verified/Checked By: Date: 04/01/2021 9. net 710 04/01/2021 Date: Signature: 4 7')-17 Signature: 156 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) po.;.;nit, 3 9708 377-13:'09 9 !_a .::.,.a fir:.:- W:• 9i:258 157 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. 158 MARSHBANK CONSTRUCTION •d., f/f'':� �.i Ffrl'! 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 ()pportorirc.,:t-;' alr ove Ph, 3 08 Fax '4. i'j jun 70 S _w,ren:5 9.3258 159 MARSHB ANK CONSTRUCTION DEE " 1,' :E 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 08 i;? C , ns 160 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) 161 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. 162 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 163 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 164 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 165 MARSHBANK CONSTRUCTION Cont. Lic. MARSHC/a05106 / 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 PO Box 97, Lake Stevens WA 98258 166 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_5114jpg; IMG_5117.jpg; 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 81St 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 I SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com 7"41, KPG 30)EAM STEMB 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> 1 167 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 I 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 HG'FEAE STFb.96 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> 1 168 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 2 169 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 $ 86,640.17 170 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Cw,,. Lk A4ARSNCH051061 OBE/MBE No. 0.100,1307 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 U 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 ROYCE JOHANNES 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 SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 3,340.64 $ 701.53 $ 4,042.17 MATERIALS MATERIALS / SERVICE DESCRIPTION / SERVICE QUANTITY UNIT PRICE 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% $ - SHEET TOTAL: $ 12,310.06 171 MARSHBANK SHEET NO: 20118-01 CONSTRUCTION Cont Lc. MARSHC/.05106/ DEEM. No. 01N0011507 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 ROYCE JOHANNES 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 EQUIPMENT SUBTOTAL 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: $ 10,972.37 172 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM LM. MARB140,51. / OBE/MBE . 011410011507 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 L LT L 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'-12'1STEEL 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 Vactor Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL EQUIPMENT 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: $ 5,565.51 173 MARSH BAN K SHEET NO: 20118-01 CONSTRUCTION COM LM. MARB140,51. / OBE/MBE . 011410011507 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 L LT L 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'-12'1STEEL 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 Vactor Truck $ 141.53 $ 58.53 $ - MCI -0522 8X16 8 $ 1.86 $ 0.42 $ 3.36 SUBTOTAL EQUIPMENT 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: $ 5,565.51 174 MARSHBANK SHEET NO: CONSTRUCTION Con( Lac. MAPSHCl.0.5106 / 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: 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 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: $ 7,700.23 175 MARSHBANK SHEET NO: CONSTRUCTION ConL L... MARSHC1+05106 / OBE/MBE N,,. 011140.9115497 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 H LT H 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 LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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 SUBTOTAL EQUIPMENT 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: $ 6,185.05 176 MARSH BANK SHEET NO: 20118-01 CONSTRUCTION Can(. [b. MAHSHCIOSI06/OBE/MBE No. O>M0011607 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 U 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 ROYCE JOHANNES 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 LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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: $ 12,481.69 177 MARSHBANK SHEET NO 20118-01 CONSTRUCTION Cont Lia. MARSH,05105 / BBbMBE Na. BIM001I507 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 $ - JSUTIN TRUMAN DUMP $ 83.50 $ 112.37 $ - LABOR OVERHEAD 2% 1-09.6 (1) 2020 SUBTOTAL - LABOR: & PROFIT @ 29.00% 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 SFS 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 EQUIPMENT SUBTOTAL - 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% $ - I SHEET TOTAL: $ 1,112.35 178 Marshbank Construction, Inc. Page 1 EMARGWAY-1 BUDGET East Marginal Way 03/22/2021 14:05 ROB GAMMELL Cost for Item 460 Activity Resource Desc Pcs Quantity Unit Perm Constr Equip Sub - Unit Cost Labor Material Matl/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 SUPOI Superintendent 8.00 CH Prod: 1.0000 S Lab Pcs: 2.50 Eqp Pcs: 2.50 8TRPU Pick up 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 1,675 179 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 Scope LS Value Prey. % Prey. Amt Total % Current Co... Construction Surveying Control Establish Survey Control Project Network Site Preparation Staking Storm Staking Change Order #01 Site Preparation Staking Storm Staking Bid Item: 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%) 918.00 432.00 1,782.00 5,400.00 1,755.00 100.00% 100.00% 50.00% 41.50% 100.00% 918.00 432.00 891.00 2,241.00 1,755.00 3,996.00 -199.80 Total Payments/Credits I Balance Due $3,796.20 $0.00 $3,796.20 180 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 $2,628.36 181 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 LS $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 p, 'W,'att Zona 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 1-09.7 182 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 p, 'W,'att Zona 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 1-09.7 182 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 2 183 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. B• iowClean A twtrra Cly Jeff Pierce Regional Sales Manager Pacific Northwest 1 184 MARSHBANK CONSTRUCTION Cont. Lic. MARSHCA05106 / 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 185 MARSHBANK CONSTRUCTION ecvar Lrc krARSh.er.u5, 159Ei,/8E us, ©W O&15a, 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 OCCUPATION STRAIGHT TIME OVERTIME 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: $ LABOR OVERHEAD & PROFIT @ 29% $ 2% 1-09.6 (1) 2020 ADDITION 2% $ LABOR TOTAL $ EQUIPMENT 2,078.33 602.72 41.57 2,722.61 EQUIPMENT AND ATTACHMENTS HOURS WORKING HOURS ADJUSTED STANDBY RATE STANDBY RATE DOLLAR AMOUNT MCI -0132 4X2 1 3/4 310 CONV 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: $ TAX PERCENTAGE 0.00% $ MTRL TAX ONLY 0.00% $ 3,535.63 742.48 4,278.11 8,969.00 SHEET TOTAL: $ 8,969.00 186 Salinas Sawing & Sealing, Inc. 7804 40th Ave W. Mukilteo, WA 98275 I 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 $8,790.68 187 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 2,535.75 188 Patrick From: Rob Gammell Sent: Wednesday, March 31, 2021 3:07 PM To: Patrick Subject: FW: EMWO: SL 008- Supplemental Costs Compiled - Pending Response 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: Tuesday, March 23, 2021 6:53 PM To: Rob Gammell <rob@marshbankconst.com> Cc: Jacob Williams <jacobw@kpg.com>; Patrick <Patrick@marshbankconst.com>; Ray Edralin <ray@kpg.com>; Nelson Davis <Nelson@kpg.com>; Alexa Henry <alexa@kpg.com>; Jacob Williams <jacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Ernie Hinds <ernieh@marshbankconst.com>; Eric Pritchard <Eric.Pritchard@TukwilaWA.gov> Subject: EMWO: SL 008- Supplemental Costs Compiled - Pending Response Hello Rob, As discussed over the phone earlier this evening, please proceed as planned the potholing of the proposed location of Structure #100 on Friday 3/26 as discussed. Additionally we will look to see if there is a sewer manhole in the NW corner area of the intersection of S 81' PL & EMW to determine if there is a line that runs south. If there is a sewer line to be found running south, an additional pothole may be directed on Friday at or near the location of structure #25. Once this information is ascertained, KPG can issue the proposed plan set in response the design conflicts with the found communication lines. The attached are the most recent storm designs to avoid Zayo's found lines. Plan pages #7 & #8 in re -design, are not yet official, and currently "Not for Construction" Attachments: 1 189 • Structure 100 & 25 - Proposed Plan - Not for Construction.pdf It is understood the implications of Marshbank's Serial Letter #008 by KPG and the City. It is known Marshbank's position to incurring daily costs and impacts provided in serial letter #008. 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. Thanks! Matt North Resident Engineer KPG I SEATTLE • BELLEVUE • TACOMA • WENATCHEE Interdisciplinary Design 2502 Jefferson Ave Tacoma WA 98402 0: 253 627 0720 C: 206 595 1733 www.kpg.com From: Rob Gammell <rob@marshbankconst.com> Sent: Monday, March 22, 2021 3:56 PM To: Matt North <matt@kpg.com>; Patrick <Patrick@marshbankconst.com>; Ray Edralin <ray@kpg.com>; Nelson Davis <Nelson@kpg.com>; Alexa Henry <alexa@kpg.com>; Jacob Williams <iacobw@kpg.com>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Ryan Larson <Ryan.Larson@TukwilaWA.gov>; Ernie Hinds <ernieh@marshbankconst.com>; Davis (US), John C <John.C.Davis4@boeing.com> Subject: RE: Onsite Z -Line Meeting - Boeing Property & RFI #20 questions to be answered at meeting Matt, 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. 2 190 As we are CCTV'ing the line tomorrow as we discussed in Friday's meeting. It is important to note that this work is not critical path work and would have taken place concurrently with critical path work. Therefore we should continue not to be charges working days. 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 3 191 192 TO: FROM: DATE: SUBJECT: City of Tukwila Allan Ekberg, Mayor INFORMATIONAL MEMORANDUM Transportation & Infrastructure Services Committee Laurel Humphrey, Legislative Analyst August 3, 2021 School Zone Automated Traffic Safety Camera Revenue ISSUE The proposed resolution states that revenues generated by school zone automated traffic cameras, beyond those needed to fully fund the program, should be directed only to school traffic and pedestrian safety initiatives. BACKGROUND Ordinance 2612, adopted in August 2019 after a rigorous year-long public meeting and outreach process', authorizes the use of automated traffic safety cameras in school speed zones in accordance with the requirements of Chapter 46.63 RCW. In August 2020 the City Council authorized a contract with NovoaGlobal Inc. for implementation of the program, which is intended to be cost neutral to the City, with personnel, vendor, equipment, and adjudication all covered by program revenues. The pilot program initially proposed to place two cameras, westbound and eastbound, located between the 4200 and 4600 blocks on South. The Community Services & Safety Committee received a program update last month, including a staff recommendation that two additional cameras be placed on 42nd Avenue South. The program will begin this year with the return to in-person school. September will serve as an educational phase-in with infractions beginning in October. During the August 2020 discussion of the contract, the City Council made clear that the program goal should be behavioral change, not punishment or revenues, with the end result being significantly improved safety for our community members. At that time the Council requested the preparation of a policy that would direct any revenue above the cost of the program be used exclusively for school zone traffic safety improvements, including infrastructure and driver education. There are many unknowns with this pilot program, and staff is recommending this policy direction be captured in a resolution that makes the intent clear but provides future flexibility to adjust as new information becomes available. It is difficult to predict program revenue at this time and the City Council can adjust based on the first year of implementation. ATTACHMENTS Draft resolution 1 Extensive background information can be found in the 7/22/19 COW presentation 193 DRAFT A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, RELATING TO REVENUES GENERATED FROM THE USE OF AUTOMATED TRAFFIC SAFETY CAMERAS IN SCHOOL ZONES. WHEREAS, vehicles speeding through school zones is an ongoing problem of great concern to the Tukwila community; and WHEREAS, the Washington State Legislature has adopted Chapter 46.63 RCW, which authorizes local jurisdictions to use automated traffic safety cameras in school speed zones; and WHEREAS, the Tukwila City Council adopted Ordinance No. 2612, codified at Tukwila Municipal Code Chapter 9.53, authorizing the use of automated traffic safety cameras in school zones; and WHEREAS, the City Council's goal relating to use of the cameras is behavioral change leading to a safer environment for all members of the community; and WHEREAS, the City Council intends that revenues generated by the automated traffic safety cameras be used principally to cover the costs of the enforcement program, with any surplus revenues to be used only to expand efforts to improve traffic and pedestrian safety in school zones; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, HEREBY RESOLVES AS FOLLOWS: Section 1. Revenues generated by automated traffic safety cameras in school zones shall be used to pay the costs of administering the automated traffic safety camera program including, but not limited to, the following: - personnel costs; - vendor costs; and CC: Legislative Development\Traffic Safety Cameras --Revenues 7-22-21 LH:bjs Page 1 of 2 194 - equipment costs associated with installation, administration, enforcement, operations, maintenance, adjudication, and technology infrastructure security and integration. Section 2. Revenues in excess of costs described in Section 1 shall be directed towards school traffic and pedestrian safety, including school zone infrastructure projects and driver education campaigns. Distribution of revenues between school zone infrastructure projects and driver education campaigns shall be evaluated following the first year of school zone automated traffic safety camera implementation. Section 3. Revenues from fines for traffic infractions under Tukwila Municipal Code Chapter 9.53 shall not be diverted to non -traffic -safety purposes. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Special Meeting thereof this day of , 2021. ATTEST/AUTHENTICATED: Christy O'Flaherty, MMC, City Clerk Kate Kruller, Council President APPROVED AS TO FORM BY: Filed with the City Clerk: Passed by the City Council: Resolution Number: Office of the City Attorney CC: Legislative Development\Traffic Safety Cameras --Revenues 7-22-21 LH:bjs Page 2 of 2 195