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IAGE 1 <br /> <br />PAYMENT FORM <br /> <br />File Copy <br /> <br />AUGUST 18, 1982 <br /> <br />JONORABLE MAYOR & CITY COUNCIL <br />:ITY OF RAMSEY <br />L5153 NOWTHEN BOULEVARD <br />RAMSEY, MINNESOTA 55303 <br /> <br />IHE <br /> <br />STREET IMPROVEMENT PROJECT 82-1 <br />S.A.P. 179-102-01 <br />REVISED CONTRACT AMOUNT: $ 186775,56~ <br />AWARD BATE: JULY 12, 1982 <br />COHPLETION BATEI NOVEMBER 4, I982 <br />CONTRACTOR: U.D. CONTRACTING, INC. <br />PERCENT OF COMPLETION: 8.30% <br />PAY ESTIMATE NO. 1 <br /> <br />FOLLOWING WORK HAS BEEN COHPLETED BY THE CONTRACTOR, U,B. CONTRACTING, INC,, ON THE ABOVE REFERENCED PROJECT. <br /> <br />i)iD SCHEDULE 1,000 <br /> ]TREET CONSTRUCTION - 16ZTH AVENUE <br /> QUANTITY <br /> ITEM ESTIMATED QUANTITY USED TO DATE UNIT PRICE <br /> <br /> 1. 2531.502 CONCRETE CURB & GUTTER I550.00 LINEAR FI LF 5.40/LF <br /> 2. 2105.501COMHON EXCAVATION 14100.00 CUBIC YDS 8000 CY 1.41/CY <br /> 3. 2105.505 CORE EXCAVATION 6000.00 CUBIC YDS 3000 CY 1.41/CY <br />m 4. 2211.50! CLASS v AGGREGATE 6360.00 TON T 3.ZZ/T <br /> 5. 2331.508 BITUMINOUS SURFACE (2331) 1730,00 TON T 10.56/T <br /> 6. 2341.508 BITUMINOUS SURFACE (2341) 2560.00 TON T I0.82/T <br /> Z. 2331.504 BITUMINOUS MATERIAL FOR HIX 87.00 TON T 144.20/T <br />m 8. 2341.504 BITUMINOUS MATERIAL FOR MIX 154.00 TON T 159.65/T <br /> 9. 2357.502 BITUMINOUS TACK COAT 1450.00 GALLON G 0.62/G <br /> 10. SPEC. CONCRETE DRIVEWAY AF'RON 150.00 LINEAR FT LF 18.00/LF <br /> 11. SPEC. CONCRETE DRIVEWAY PAUEHENT 30.00 SQUARE YP SY 22.00/SY <br /> 12. SPEC. BITUHINOUS DRIVEWAY PAVEMENT 400.00 SQUARE YD SY 4.50/SY <br />I 13. SPEC. WATER (DUST CONTROL) 200.00 GALLON G 5.00/G <br /> 1~. 210t.501 CLEARING 0.50 ACRE AC IO0.O0/AC <br /> 15. 2101.506 GRUBBING 0.50 ACRE AC iO0.O0/AC <br /> 16. 2575.505 SOD 7150,00 SQUARE Y~ SY 1.O0/SY <br />I I7. 2575.50i SEEDING 4.00 ACRE AC 128.75/AC <br /> 18. 25Z5.511 MULCH ~ATERIAL TYPE 1 8.00 TON T 108.15/T <br /> I?. 2~75.531 COM. FERTILIZER 20-10-10 0.80 TON T 50.20/T <br /> 20. 2501.511 18" CMP 680.00 LINEAR FT LF 9.50/LF <br />m 2i. 2501.515 18, cMP FLARED ENB SECTION 38.00 EACH EA 60.O0/EA <br /> 22. 2501.511 30" CMP 32.00 LINEAR FT LF 16.00/LF <br /> 23. 2501.515 30" CMP FLARED ENB SECTION 3.00 EACN EA i~O.O0~A <br /> 24. 2503.511 15" RCP CLASS III 46.00 LINEAR FT LF 17.50/LF <br /> 25. 2503.511 18" RCP CLASS III 60.00 LINEAR FT LF 21.00/LF <br />m 26. 2503.511 21,, RCP c~ss iii 2?0.00 LINEAR FT LF 25.50/LF <br /> 18" RCP FLAREB EN~ SECTION 1.00 EAC~ EA 1BB.50/EA <br /> 27. 2503.515 21" <br /> 28. 2503.515 RCP FLARE8 END SECTION 1.00 EACH EA 200.O0/EA <br /> 29. SPEC. GROUTED RIP RAP 21.00 SQUARE YB SY 12.50/SY <br />m 30, 2506.509 CATCH BASIN (27") 1.00 EACH EA 650.O0/EA <br /> 31. 2506.50B STANBARB HANHOLE (4B") 2.00 EACH EA 925.00/EA <br /> <br />EXTENSION <br /> <br />0.00 <br />11280.00 <br />4230.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br /> <br />TOTAL WORK COMPLETED <br />LESS 5I RETAINAGE <br /> <br />15510.00 <br /> <br /> 775.50 <br /> <br /> WE RECO~MEN~ PA~ENT OF <br />ILEASE VERIFY THE AMOUNT OF PREVIOUS PAYMENTS, IF ANY, BEFORE MAKING PAYMENT TO THE CONTRACTOR. <br /> <br />$ 14734.50 <br /> <br />t REVISED AS PER CHANGE ORDER NO. 1. <br /> <br /> <br />