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~AGE I <br /> <br />PAYMENT FORM <br /> <br />ItONORABLE MAYOR I CITY COUNCIL <br /> ~ITY OF RAMSEY <br /> 15153 NOWTHEN BOULEVARD <br />i iAMSEY, MINNESOTA 55303 <br /> <br /> :E: STREET IMPROVEMENT PROJECT 82-1 <br /> S.A.P. 199-102-01 <br /> REVISED CONTRACT AMOUNT~ $ 201448.56*** <br />m _ AWARD DATEI JULY 12, 1982 <br /> COMPLETION DATE: MAY 20, 1983,*~ <br /> CONTRACTOR: U.D. CONTRACTING, INC. <br /> PERCENT OF COMPLETION: <br />mPAY ESTIMATE NO. 6 (FINAL) <br /> <br /> THE FOLLOWING WORK HAS BEEN COMPLETED BY THE CONTRACTOR, U.D. CONTRACTING, <br /> <br />lid SCHEDULE 1.000 <br /> TREET CONSTRUCTION - 167TH AVENUE <br /> <br /> - ITEM ESTIMATED QUANTITY <br /> <br /> 1. 253IJ502 CONCRETE CURB & GUTTER 1550.00 LINEAR FT <br /> 2. 2105.501 COMMON EXCAVATION 14100.00 CUBIC YDS <br />m 3.2105.50.5 CORE EXCAVATION 6000.00 CUBIC YDS <br /> 4, 2211.501 CLASS V AGGREGATE 6360.00 TON <br /> 5. 2331.508 BITUMINOUS SURFACE (2331) I730.00 TON <br /> 6. 2341.508 BITUMINOUS SURFACE (2341) 2560.00 TON <br />m 7. 2331.504 BITUMINOUS MATERIAL FOR MiX 87.00 TON <br /> 8. ~41.504 BITUMINOUS MATERIAL FOR MIX 154.00 TON <br /> ~ .~0~ BITUMINOUS TACK COAT 1450.00 GALLON <br /> 10. SPEC. CONCRETE DRIVEWAY APRON IS0.00 LINEAR FT <br />m 11. SPEC. CONCRETE DRIVEWAY PAVEMENT 30.00 SQUARE YD <br /> 12. SPEC. BITUMINOUS DRIVEWAY PAVEMENT 400.00 SQUARE YD <br /> 13. SPEC. WATER ~DUST CONTROL) 200.00 GALLON <br /> 1~, 2101.,501 CLEARING 0.50 ACRE <br /> 15. 2101.506 GRUBBING 0.50 ACRE <br /> 16. ~7~.~0~ SOD 7150.00 SQUARE YD <br /> 17. 2575.501 SEEDING 4.00 ACRE <br /> 18. 2575.511 MULCH MATERIAL TYPE 1 8.00 TON <br /> 19. 2575.531 COM. FERTILIZER 20-10-10 0.80 TON <br />m 20.2501.51118, cMP 680.00 LINEAR FT <br /> 21. 2501.515 18" CMP FLARED END SECTION 38.00 EACH <br /> '~' ~' 36" 22.00 LINEAR FT <br /> 22. ~ol.~ll CMP~** <br /> 23. 2501.515 36" CMP FLARED END SECTION~*~ 2.00 EACH <br /> 24. 2503.511 15" ROP CLASS III 46.00 LINEAR FT <br />m 25. 2503.51115, RCF. CLASS III*~ -40.00 LINEAR FT <br /> 26. 2503.511 27" RCP CLASS III*~ 332.00 LINEAR FT <br /> 27. 2503.515 15" RCP FLARED END 8ECTION*~ 1.00 EACH <br /> 28. 250~.515 27" RCP FLARED END SECTIQN~ 1.00 EACH <br />I29. SPEC. GROUTED RIP RAP 21.00 SQUARE YD <br /> 30. ~06.ao~, CATCH BASIN (27") 1.00 EACH <br /> 31. 2506.508 STANDARD MANNOLE (48") 2.00 EACH <br /> 32. 2506.509 CATCH BASIN, 1.00 EACH <br />i 3~. 2506.508 REVISE MANHOLE NO. 2,~ 1.00 EACH <br /> 34. "~-'" ~ 24" <br /> ~vl.~ll CMP*** 10.00 LINEAR FT <br /> 35.~vl.515~ ~%" CMP FLARED END SECTION~*~ 1.00 EACH <br /> 36. 2105.523 COMMON BORROW%%* 4500.00 CUBIC YDS <br /> <br />m <br /> <br />m <br /> <br />m <br /> <br />JULY 5, 1983 <br /> <br />INC., ON THE ABOVE REFERENCE'II PROJECT. <br /> <br />QUANTITY <br />USED TO DATE UNIT PRICE <br /> <br />1550 LF - 5.40/LF <br />15616 CY 1.41/CY <br />8151CY 1.41/CY <br />8950.65 T 3.77/T <br />1842.2 T i0.56/T <br />2975.9 T 10.82/T <br />82.9 T 144.20/T <br />166.6 T 159.65/T <br />625 G 0.62/G <br />160 LF 18.00/LF <br />40 SY ~.O0/SY <br />218.5 SY 4.50/SY <br />12 G 5.00/G <br />.5 AC 100.00/AC <br />.5 AC IO0.O0/AC <br />6555 SY 1.O0/SY <br />4.1 AC I28.~/AC <br />8 T I08.15/T <br />.8 T 350.20/T <br />822 LF 9.5O/LF <br />44 EA 60.O0/EA <br />i2 LF 40.O0/LF <br />2 EA 300.O0/EA <br />46 LF 17.50/LF <br />33 LF 20.O0/LF <br />332 LF 3A.50/LF <br />I EA 188.50/EA <br />1EA 290.O0/EA <br />21 SY i2.50/SY <br />1EA 650.00/EA <br />~ EA 925.00/EA <br />1EA 750.O0/EA <br />1EA 145.O0/EA <br />I0 LF 27.50/LF <br />1 EA 125.00/EA <br />7274 CY 3.05/CY <br /> <br />TOTAL WORk COMPLETED <br /> <br />LESS PAY ESTIMATE NO. 1 <br />LESS PAY ESTIMATE NO. 2 <br />LESS PAY ESTIMATE NO. 3 <br />LESS PAY ESTIMATE NO. 4 <br />LESS PAY ESTIMATE NO. 5 <br /> <br />RECOMMEND PAYMENT OF <br /> <br />EXTENSION <br /> <br />8370.00 <br />22018.56 <br />11492.71 <br />33743.95 <br />19453.63 <br />32199.24 <br />11954.18 <br />26597.69 <br />387.5D <br /> 2880.00 <br /> 880.00 <br /> 983.25 <br /> 60.00 <br /> 50.00 <br /> 50.00 <br /> 6555.00 <br /> 527.88 <br /> 865.20 <br /> 280.16 <br /> 7809.00 <br /> 26~0.00 <br /> 480.00 <br /> 600.00 <br /> 805.00 <br /> 660.00 <br />11~5~.00 <br /> 188.50 <br /> 290.00 <br /> 262.50 <br /> 650.00 <br /> 1850.00 <br /> 750.00 <br /> 145.00 <br /> 275.00 <br /> 125.00 <br /> ~18~,10 <br /> <br />$ 230518.85 <br /> <br />14734.50 <br />63779.10 <br />41305.65 <br />Z7717.7~ <br />10005,27 <br /> <br />22976.54 <br /> <br /> <br />