| | | 1. Contracted
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 6 BRIDGE AT STA. 11+61.0 | | |
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0001 0001.10 | 1.30 | 1,770.000 | 2,301.00
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BARRICADE, TYPE III | BDAY | 1,770.000 | 2,301.00
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| | 612.000 | 795.60
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| | 126.000 | 163.80
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| | |
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0002 0001.30 | 0.90 | 236.000 | 212.40
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 236.000 | 212.40
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| | 136.000 | 122.40
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| | 28.000 | 25.20
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| | |
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0003 0001.90 | 0.30 | 1,534.000 | 460.20
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SIGN DAY | EACH | 1,534.000 | 460.20
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| | 204.000 | 61.20
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| | 42.000 | 12.60
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| | |
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0004 0030.60 | 25,000.00 | 1.000 | 25,000.00
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MOBILIZATION | LS | 1.000 | 25,000.00
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| | 1.000 | 25,000.00
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| | 0.000 | 0.00
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| | |
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0005 1010.01 | 4.00 | 785.000 | 3,140.00
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EXCAVATION (ESTABLISHED QUANTITY) | m3 | 785.000 | 3,140.00
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| | 700.000 | 2,800.00
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| | 100.000 | 400.00
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0006 6000.10 | 4,000.00 | 1.000 | 4,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
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| | 1.000 | 4,000.00
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| | 0.000 | 0.00
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0007 6000.11 | 4,000.00 | 1.000 | 4,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
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| | 1.000 | 4,000.00
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| | 0.000 | 0.00
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0008 6001.00 | 6,000.00 | 1.000 | 6,000.00
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BENT NO.1 EXCAVATION | LS | 1.000 | 6,000.00
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| | 1.000 | 6,000.00
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| | 0.000 | 0.00
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0009 6001.01 | 6,000.00 | 1.000 | 6,000.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 6,000.00
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| | 1.000 | 6,000.00
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| | 0.000 | 0.00
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0010 6010.22 | 340.00 | 99.500 | 33,830.00
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 99.500 | 33,830.00
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| | 99.500 | 33,830.00
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| | 0.000 | 0.00
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0011 6010.26 | 355.00 | 161.800 | 57,439.00
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 161.800 | 57,439.00
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| | 150.630 | 53,473.65
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| | 150.630 | 53,473.65
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0012 6020.00 | 1.00 | 24,907.000 | 24,907.00
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REINFORCING STEEL FOR BRIDGE | kg | 24,907.000 | 24,907.00
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| | 24,595.500 | 24,595.50
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| | 18,913.000 | 18,913.00
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0013 6040.00 | 20,000.00 | 1.000 | 20,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 20,000.00
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AT STA. 11+62.64 | | 1.000 | 20,000.00
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| | 0.000 | 0.00
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0014 6080.00 | 4.75 | 1,716.000 | 8,151.00
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STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 1,716.000 | 8,151.00
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| | 1,716.000 | 8,151.00
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| | 216.000 | 1,026.00
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0015 6105.02 | 28.00 | 918.000 | 25,704.00
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ROCK RIPRAP, TYPE B | Mg | 918.000 | 25,704.00
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| | 900.000 | 25,200.00
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| | 446.410 | 12,499.48
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0016 6210.50 | 83.00 | 473.200 | 39,275.60
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PIPE PILING | m | 473.200 | 39,275.60
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| | 529.390 | 43,939.37
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| | 0.000 | 0.00
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0017 6310.00 | 122.00 | 212.200 | 25,888.40
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STEEL SHEET PILING | m2 | 212.200 | 25,888.40
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| | 212.200 | 25,888.40
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| | 0.000 | 0.00
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0018 7020.00 | 1,050.00 | 4.000 | 4,200.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,200.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0019 7021.45 | 1,000.00 | 4.000 | 4,000.00
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BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 4,000.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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4001 0001.99 | 0.84 | 0.000 | 0.00
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CONTRACTOR FURNISHED SIGN DAY | EACH | 252.000 | 211.68
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| | 204.000 | 171.36
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| | 42.000 | 35.28
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6001 6210.61 | 166.00 | 0.000 | 0.00
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PILE SPLICE | EACH | 1.000 | 166.00
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| | 10.000 | 1,660.00
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| | 0.000 | 0.00
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6002 6210.60 | 49.80 | 0.000 | 0.00
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PAY CUT-OFF FOR PIPE PILE | m | 2.360 | 117.53
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| | 6.360 | 316.73
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 11+61.0 | | Contracted | 294,508.60
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| | Current | 295,003.81
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| | In place | 286,005.21
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| | This Estimate | 86,549.01
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| | |
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Totals for contract | | Contracted | 294,508.60
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| | Current | 295,003.81
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| | In place | 286,005.21
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| | This Estimate | 86,549.01
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