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02/05/2019 06B Project 2365 Beech Street Interceptor; Project Completion to\'4\lyy tbxk ik 1 PPP +� PPP d g. P A P p P 1 PPi ittYlltYlt.\ta. BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 6.B. For Meeting of: February 5, 2019 ITEM TITLE: Project Completion and Contract Acceptance for Scout Lake Construction, Inc. - Project 2365 Beech Street Interceptor SUBMITTED BY: Scott Schafer, Director of Public Works Mike Price, Wastewater/Stormwater Manager 249-6815 SUMMARY EXPLANATION: City Project 2365 provided for improvements to the Beech Street Interceptor. The City contracted with Scout Lake Construction, Inc. for the construction of 60 LF of 15-inch gravity sewer main and 2,950 LF of 24-inch gravity sewer main with manholes and appurtenances, removal of an existing structure, connection to the existing sanitary sewer collection system, and a temporary sewage bypass, and restoration. Final inspection for this project was made and the recommendation is that the project be accepted. A final payment of$52,978.49 (5% retainage) is due from the City to Scout Lake Construction, Inc. for the completion of the scope of work associated with the Beech Street I nterceptor. Project Manager: Dana Kallevig Contractor: Scout Lake Construction, Inc. Contract Award: 5/11/2017 Contract Cost: $1,146,454.50 Retainage Due: $52,978.49 The total contract cost is for construction only and does not include engineering and other costs. City Council action is required to accept the project and approve the final construction costs. ITEM BUDGETED: Yes STRATEGIC PRIORITY: Economic Development 2 APPROVED FOR City Manager SUBMITTAL: STAFF RECOMMENDATION: Accept Project BOARD/COMMITTEE RECOMMENDATION: ATTACHMENTS: Description Upload Date Type d Final 12,21,2018 Cover Memo City of Yakima PROJECT TITLE Beech Street Interceptor, Lift Station and Force Main City Engineering Division 129 N 2nd Street City Project No.: 2365 Yakima,WA 98901 TO: Scout Lake Construction, Inc. Progress Estimate No.: FINAL Date Total ''.... Item '....unit Bid Contract To Date %of Amount Previous Previous Quantity Amount '.... ACCt '.... No.., Description QTY I UNIT I Price Amount Quantity Contract Quantity Payments this period '.., Due Oet Al Mobilization, Demobilization,Site Prep&CU 1 LS $95,000.00 $ 95,000.00 1.00 100% $ 95,000.00 1 $ 95,000.00 0 $A2 Construction Survey 1 LS $16,200.00 $ 16,200.00 1 100% $ 16,200.00 1 $ 16,200.00 0 A3 Traffic Control 1 LS $23,600.00 $ 23,600.00 1 100% $ 23,600.00 1 $ 23,600.00 0 A4 Temporary Sedimentation and Erosion Control 1 LS $55,000.00 $ 55,000.00 1 100% $ 55,000.00 1 $ 55,000.00 0 A5 Shoring and Trench Safety 1 LS $16,000.00 $ 16,000.00 1 100% $ 16,000.00 1 $ 16,000.00 0 A6 Extra Trench Excavation 1000 CY $16.80 $ 16,800.00 0 0% $ - 0 $ - 0 A7 Connection to Existing Sanitary Sewer System 1 LS $12,180.00 $ 12,180.00 1 100% $ 12,180.00 1 $ 12,180.00 0 A8 15-inch Sewer Main Deep 63 LF $172.22 $ 10,849.86 63 100% $ 10,849.86 63 $ 10,849.86 0 A9 24-inch Sewer Main Deep 2100 LF $123.23 $ 258,783.00 2100 100% $ 258,783.00 2100 $ 258,783.00 0 MO 24-inch Sewer Main Shallow 846 LF $102.10 $ 86,376.60 846 100% $ 86,376.60 846 $ 86,376.60 0 All 48-inch Manhole 6 to 10 feet deep 2 EA $3,295.45 $ 6,590.90 2 100% $ 6,590.90 2 $ 6,590.90 0 Al2 48-inch Manhole 10 to 19 feet deep 4 EA $4,278.71 $ 17,114.84 4 100% $ 17,114.84 4 $ 17,114.84 0 A13 48-inch Manhole 19+ft deep 2 EA $6,388.38 $ 12,776.76 2 100% $ 12,776.76 2 $ 12,776.76 0 A14 72-inch Specialty Manhole 19+ft deep 1 EA $49,179.46 $ 49,179.46 1 100% $ 49,179.46 1 $ 49,179.46 0 A15 24-inch Sewage Isolation Valve 1 EA $17,461.57 $ 17,461.57 1 100% $ 17,461.57 1 $ 17,461.57 0 A16 Rock Excavation 50 CY $93.70 $ 4,685.00 0 0% $ - 0 $ - 0 A17 Select Backfill 3100 TONS $18.91 $ 58,621.00 323.33 10% $ 6,114.17 323.33 $ 6,114.17 0 A18 Crushed Rock 800 TONS $22.55 $ 18,040.00 2207.48 276% $ 49,778.67 2207.48 $ 49,778.67 0 A19 Controlled Density Fill 100 CY $124.83 $ 12,483.00 22.5 23% $ 2,808.68 22.5 $ 2,808.68 0 A20 Property Restoration at Wash Middle School 1 LS $40,280.00 $ 40,280.00 1 100% $ 40,280.00 1 $ 40,280.00 0 A21 Hot Mix Asphalt Temporary Patch 200 TONS $110.70 $ 22,140.00 0 0% $ - 0 $ - 0 A22 Hot Mix Asphalt Trench Patch 900 TONS $97.20 $ 87,480.00 338.37 38% $ 32,889.56 338.37 $ 32,889.56 0 A23 Miscellaneous Work 1 FA $25,000.00 $ 25,000.00 7.49 749% $ 187,143.28 7.49 $ 187,143.28 0 CO No 1 Hot Mix Asphalt 1 LS $63,442.43 $ 63,442.43 1 100% $ 63,442.43 1 $ 63,442.43 0 SUBTOTAL $ 1,026,084.42 $ 1,059,569.78 $1,059,569.78 TAX8.2% $ 84,138.92 $ 86,884.72 $ 86,884.72 TOTAL $ 1,110,223.34 103% $ 1,146,454.51 $1,146,454.50 Item '....unit Bid Contract To Date 'Ye Or Amount Previous Previous Quantity Amount '.... Acot '.... Description QTY UNIT Price Amount Quantity Contract Quantity Payments this period Due Def RETAINAGE 5% $52,978.49 I hereby certify that the foregoing is a true and correct statement ofthe work performed under this Contract. CITY ENGINEER /s/Brett Sheffield