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SCHEDULE 1.0 - 176TH AVENUE
<br />1 2021.501 MOBILIZATION LS 1.00 29,600.00 29,600.00 32,500.00 32,500.00
<br />2 2101.501 CLEARING ACRE 0,58 5,172.40 2,999.99 7,500.00 4,350.00
<br />3 2101.502 CLEARING TREE 26,00 100.00 2,600.00 400.00 10,400.00
<br />4 210t.506 GRU DDIr'~G ACRE 0,5~ 1,724.14 1,000.00 5,000.00 2,900.00
<br />5 2101.507 GRUBBING TREE 26.00 50.00 1,300.00 t00.00 2,600.00
<br />6 2104.501 REMOVE CURB AND GUTTER LF 24.00 3.00 72.00 7.50 180.00
<br />7 2104.501 REMOVE PIPE CULVERTS LF 130.00 20.00 2,800.00 10.00 1,300.00
<br />8 2104.505 REMOVE BITUMINOUS PAVEMENT SY 12,338.00 1.20 14,803.20 1.50 18,504.00
<br />9 2104.505 REMOVE DRIVEWAY PAVEMENT SY 360.00 1.50 540.00 3.00 1,080.00
<br />10 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF 181.00 3.00 543.00 3.00 543.00
<br />11 2104.521 SALVAGE FENCE LF 3,104.00 3.50 10,864.00 4.00 12,416.00
<br />12 2104.521 SALVAGE GATE LF 25.00 18.00 450.00 20.00 500.00
<br />13 2104.523 SALVAGE POST EACH 4.00 105.00 420.00 250.00 t,000.00
<br />14 2104.523 SALVAGE SIGN, TYPE C EACH 6.00 20.00 120.00 250.00 1,500.00
<br />15 2104.523 SALVAGE MAIL BOX EACH 10.00 30,00 300.00 150.00 1,500.00
<br />16 2105.501 COMMON EXCAVATION (P) CY 7,500.00 6.40 48,000.00 7.00 52,500.00
<br />17 2105.505 MUCK EXCAVATION CY 300.00 10.00 3,000.00 12.50 3,750.00
<br />18 2105.523 COMMON BORROW (CV) CY 4,418.00 8.30 27,833.40 8.00 35,344.00
<br />19 2211.501 AGGREGATE BASE CLASS 5 TON 8,250.00 10.00 82,500.00 10.00 82,500.00
<br />20 2211.501 AGGREGATE BASE CLASS 3 - SHOULDER TON 1,950.00 10.00 19,500.00 t5.50 30,225.00
<br />21 2232.501 MILL BITUMINOUS SURFACE (1.5") SY 80.00 7.00 560.00 11.50 920.00
<br />22 2331.603 SAWED/SEALED JOINT LF 5,300.00 1.50 7,950.00 1.98 10,335.00
<br />23 2350,501 TYPE MV4 WEARING COURSE MIXTURE (DRIVEWAY) TON 72.00 54.00 3,888.00 58.00 4,178.00
<br />24 2350.501 TYPE MV4 WEARING COURSE MIXTURE TON 1,999.00 31.34 62,64866 31.20 62,368.80
<br />25 2350.502 TYPE LV3 NON WEARING COURSE MIXTURE TON 1,880.00 29.49 55,44t.20 29,50 55,460.00
<br />26 2357.602 BITUMINOUSE MATERIAL FOR TACK COAT GAL 760.00 1.00 760.00 2.00 1,520.00
<br />27 2433.602 REINSTAL POST EACH 4.00 100.00 400.00 250.00 1,000.00
<br />28 2501,511 12" RC PIPE CULVERT CLASS V LF 116.00 38.00 4,408.00 24.35 2,824.80
<br />29 2501.511 27" RC PIPE CULVERT CLASS III LF 100.00 50.00 5,000.00 41.05 4,105.00
<br />30 2501.511 15" CM PIPE CULVERT LF 400.00 25,00 10,000.00 22.50 9,000.00
<br />31 2501.515 12" RC PfPE APRON EACH 4.00 425.00 1,700.00 610.00 2,440.00
<br />32 2501.515 27" RC PIPE APRON EACH 2.00 675.00 1,350.00 1,308.00 2,616.00
<br />33 2501.569 15" CS SAFETY APRON EACH 26.00 300.00 7,800.00 285.00 7,410.00
<br />34 2502.605 2" INSULATION SY 312.00 17.00 5,304.00 8.50 2,652.00
<br />35 2502.605 4" INSULATION SY 43.00 21.00 903.00 16.00 688.00
<br />36 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 1.00 2,000.00 2,000.00 5,000.00 5,000.00
<br />37 2503.602 8" X 4" PVC WYE EACH 9.00 120,00 1,080.00 47.50 427.50
<br />38 2503.603 E' PVC PIPE SEWER LF 2,820.00 52.00 148,640.00 54.00 152,280.00
<br />39 2503.603 4" PVC SANITARY SERVICE PIPE LF 475.00 35,00 16,625.00 34.75 t8,506.25
<br />40 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 EACH 1.00 2,200.00 2,200.00 1,520.00 1,520.00
<br />41 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 EACH 1.00 2,400.00 2,400.00 2,280.00 2,280.00
<br />42 2506.522 ADJUST FRAME AND RING CASTING EACH 1.00 230.00 230.00 400.00 400.00
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<br />Bid-072602-806550J,xls 4
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