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HomeMy WebLinkAbout1138 ResolutionRESOLUTION NO. 1138 A RESOLUTION accepting the work done by Mahaffey Excavation and Crane Service under Job No. 77-3-04, Richardson Park Storm Sewer. WHEREAS, the work done by Mahaffey Excavation and Crane Service under Job No. 77-3-04, Richardson Park Storm Sewer, has been examined by the City Engineer and the City Engineer found that the work on said project has been completed in accordance with the plans and specifications of said project, and it appears that the City should now accept the same and concur in the Engineer's recommendation, NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF PASCO: That the City Council concurs in the Engineer's recommendation and finds that the work done under Job No. 77-3-04, Richardson Park Storm Sewer, has been completed in accordance with the plans and specifications of said project and that the same be and is hereby accepted; and That the Department of Labor and Industries and the Washington State Tax Commission be notified of the acceptance of this work. PASSED by the City Council of the City of Pasco, Washington, this 19 day of December 1977. J#e Tidrick, Mayor ATT E.e yn Wells, Deputy City Clerk —.APPB.OVED �A�S �T�O F K4 Michael E. Cooper, City Attorney (SEMI RJi KARDSON PARK STORM SEWER PROGRESS PAYMENT NO. 4 FINAL CONTRACTOR: MAHAFFEY EXCAVATION FROM: October 24, 1977 THRU: November 10, 1977 AS ITEM UNITS OF % OF BID NO. DESCRIPTION QUANTITY UNIT UNIT WORK AMOUNT`"- QUANTITY PRICE COMPLETED COMPLETED - 1. Trench excavation & backfill 30" pipe 3300 L.F. 5.00 3297: :.. 16,485.00--? 99.90 2. Trench excavation & - backfill 24" pipe. 1650 L.F.. 3.80 1650-1 6,270.00 .100% 3. Trench excavation 7 backfill 15" pipe 100 L.F.. 3.80 100 380.00 100% 4.- Trench excavation & backfill 10" pipe 735 L.F. 2.50 710: 1,775:-00=----`-1-00%. 5. Furnish & install 30" alum. pipe 3300 L.F. • • � • 10.49 ---3297 `- 34,585.5.3 100% 6. Furnish & install 24" alum. pipe 1650 L.F. 7.07 1650 11,665:50---':'100% 7. Furnish & install 15" alum. pipe 100 L.F-. 5.40 100 540...00,--.,-; 100% 8. Furnish & install 10" alum. pipe 735 L.F. 3.8.0 710 2,698.00 .96.60 9. Remove 24" conc. pipe 15 L.F. 5.00 15 75.00--100% 10. R & R curb and gutter 96 L.F. 3.80 26 98.80 27%, 11. Const. STD manhold 11 EA. 600.00 12 .7,200.00 109.1% 12. Const. shallow manhole 3 EA. 500.00 2 -1,500.00 100% 13. Additional manhole depth 11 L.F. 50.00 13 650.00 118.2% 14. Const. catch basin. 31, F EA. 240.00 26 6,24.0.00 83.8% t 15. Replace bituminous 11000 S.Y. .85. 9640 8,194.00 87.6% surface 16. R & R asphalt concrete 600 S.Y. 9.50 296 2,812.00 49.3% *PROJECT COMPLETE CHANGE ORDERS 1 through 3 5,432.00 100% OTAL AMOUNT EARNED $ 106,600.83 LESS 6 DAY PENALTY (6 x 100 =.600) -600.00 106,000.83 LESS 10% RETAINAGE - 10,600.08 SUB TOTAL 95,400.75 LESS PREVIOUS PAYMENT - 84,686.43 AMOUNT NOW DUE $ 10,•714.32 k