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PAGE <br /> <br />BIDDERS NAME~ <br /> <br />U.D. CONTRACTING <br /> <br />BID SCHEDULE 1.000 <br />STREET CONSTRUCTION - 167TH AVENUE <br /> <br /> ITEH <br /> <br /> 1. 2531.502 CONCRETE CU~ & GUTTER <br /> 2. 2105.501 COMMON EXCAVATION <br /> 3. 2105.505 CORE EXCAVATION <br /> 4. 2211.501 CLASS V AGGREGATE <br /> 5. 2331.508 BITUMINOUS SURFACE (2331) <br /> 6. 2341.508 BITUMINOUS SURFACE (2341) <br /> 7. 2331.504 BITUMINOUS ~ATERIAL FOR NIX <br /> 8, 2341,504 BITUMINOUS ~ATERIAL FOR MIX <br /> 9. 2357.502 BITUMINOUS TACK COAT <br />10. SPEC. CONCRETE DRIVEWAY APRON <br />11. SPEC. CONCRETE DRIVEWAY PAVEMENT <br />12. SPEC, BITUMINOUS DRIVEWAY PAVEMENT <br />13. SPEC. WATER (DUST CONTROL) <br />14. 2101.501 CLEARING <br />15. 2101.506 GRUBBING <br />16, ~u7u.~Ou SOO <br />17. 2575.501 SEEDING <br />18. 2575.511 MULCH MATERIAL TYPE I <br />19. 2575.531 COM. FERTILIZER 20-I0-10 <br />20. 2501.511 18" CMP <br />21. 2501.515 18" CMP FLARED END SECTION <br />22. 2501.511 30" CMP <br />23. 2501.515 30" CMP FLARED END SECTION <br />24. 2503.511 15" RCP CLASS III <br />25. 2503.511 18" RCP CLASS III <br />26. 2503.511 21" RCP CLASS Iii <br />27. 2503.515 18" RCP FLARED ENO SECTION <br />28. 2503.515 21" RCP FLARED END SECTION <br />29. SPEC. GROUTED RIP RAP <br />30. 2506.509 CATCH BASIN (27") <br />31. 2506.508 STANDARD MANHOLE (48") <br /> <br />BID TABULATION <br /> <br />DATE) <br /> <br />ESTIKATED QUANTITY <br /> <br /> 1550.00 LINEAR FEET <br />14100.OD CUBIC YARDS <br /> 6000.00 CUBIC YARDS <br /> 6360.00 TON <br /> 1730.00 TON <br /> 2560.00 TON <br /> 87.00 TON <br />154.00 TON <br />I450.00 GALLON <br /> 150.00 LINEAR FEET <br /> 30.00 SQUARE YARDS <br /> 400.00 SQUARE YARDS <br /> 200.00 GALLON (M) <br /> 0.50 ACRE <br /> 0.50 ACRE <br /> 7150.00 SQUARE YARDS <br /> 4.00 ACRE <br /> 8.00 TON <br /> 0.80 TON <br /> 680.00 LINEAR FEET <br /> 38.00 EACH <br /> 32.00 LINEAR FEET <br /> 3.00 EACH <br /> 46.00 LINEAR FEET <br /> 60.00 LINEAR FEET <br /> 290.00 LINEAR FEET <br /> 1.00 EACH <br /> 1.00 EACH <br /> 21.00 SQUARE YARDS <br /> 1.00 EACH <br /> 2.00 EACH <br /> <br />UNIT PRICE <br /> <br />5.40/LF <br />1.41/CY <br />1.41/CY <br />3.77/T <br />10.56/T <br />IO.B2/T <br />144.20/T <br />159.65/T <br /> 0.62/G <br /> 18.00/LF <br />22.00/SY <br /> 4.50/SY <br /> 5.00/G <br /> IOQ.OO/AC <br /> iO0.O0/AC <br /> 1.00/SY <br />i~o.7~/AC <br />108.15/T <br />350.20/T <br /> 9.50/LF <br /> 60.O0/EA <br /> 16.00/LF <br />140.O0/EA <br /> 1Z.50/LF <br /> 21.00/LF <br /> ~.~O/LF <br /> 188.50/EA <br /> 200.O0/EA <br /> 12.50/SY <br />650.00/EA <br />925.00/EA <br /> <br />JULY 12, 1982 <br /> <br />EXTENSION <br /> <br />~7o.oo <br />19881.00 <br />8460.00 <br />23977.20 <br />18268.80 <br />27699.20 <br />12545.40 <br />24586.10 <br />899.00 <br />2700.00 <br />660,00 <br />1800.00 <br />1000.00 <br />50.00 <br />50.00 <br />7150.00 <br />515.00 <br />865.20 <br />280.16 <br />6460,00 <br />2280,00 <br />512,Q0 <br />420.00 <br />805.00 <br />1260.00 <br />7395.00 <br />188.50 <br />200.00 <br />262,50 <br />650,Q0 <br />i850.00 <br /> <br />TOTAL BID SCHEDULE 1.000 $ 182040.06 <br /> <br /> <br />