| | | 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. 300+00 | | |
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0001 0001.10 | 2.00 | 1,332.000 | 2,664.00
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BARRICADE, TYPE III | BDAY | 1,332.000 | 2,664.00
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| | 250.000 | 500.00
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| | 250.000 | 500.00
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| | |
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0002 0001.90 | 0.50 | 1,554.000 | 777.00
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SIGN DAY | EACH | 1,554.000 | 777.00
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| | 221.000 | 110.50
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| | 221.000 | 110.50
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0003 0001.98 | 1.00 | 666.000 | 666.00
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CONTRACTOR FURNISHED SIGN | EACH | 666.000 | 666.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0004 0030.60 | 7,000.00 | 1.000 | 7,000.00
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MOBILIZATION | LS | 1.000 | 7,000.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0005 1010.01 | 3.50 | 1,450.000 | 5,075.00
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EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,450.000 | 5,075.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0006 1043.50 | 3.15 | 475.000 | 1,496.25
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RIPRAP FILTER FABRIC | m2 | 475.000 | 1,496.25
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0007 6000.10 | 2,200.00 | 1.000 | 2,200.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,200.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0008 6000.11 | 2,200.00 | 1.000 | 2,200.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,200.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0009 6001.00 | 8,600.00 | 1.000 | 8,600.00
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BENT NO.1 EXCAVATION | LS | 1.000 | 8,600.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0010 6001.01 | 8,600.00 | 1.000 | 8,600.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 8,600.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0011 6010.22 | 520.00 | 85.300 | 44,356.00
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 85.300 | 44,356.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0012 6010.26 | 410.00 | 171.300 | 70,233.00
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 171.300 | 70,233.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0013 6040.00 | 3,900.00 | 1.000 | 3,900.00
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REMOVE STRUCTURE | EACH | 1.000 | 3,900.00
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AT STA. 300+00 | | 0.000 | 0.00
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| | 0.000 | 0.00
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0014 6080.00 | 6.02 | 375.000 | 2,257.50
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STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 375.000 | 2,257.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0015 6081.00 | 5.79 | 205.000 | 1,186.95
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STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 205.000 | 1,186.95
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0016 6105.02 | 49.00 | 340.000 | 16,660.00
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ROCK RIPRAP, TYPE B | Mg | 340.000 | 16,660.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0017 6131.50 | 1.37 | 26,560.000 | 36,387.20
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EPOXY COATED REINFORCING STEEL | kg | 26,560.000 | 36,387.20
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0018 6200.00 | 112.00 | 432.400 | 48,428.80
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CONCRETE PILING | m | 432.400 | 48,428.80
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| | 280.000 | 31,360.00
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| | 280.000 | 31,360.00
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0019 7020.00 | 1,000.00 | 4.000 | 4,000.00
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BRIDGE APPROACH SECTIONS | 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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0020 7021.47 | 1,450.00 | 4.000 | 5,800.00
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MELT | EACH | 4.000 | 5,800.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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GROUP 6 BRIDGE AT STA. 300+00 | | Contracted | 272,487.70
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| | Current | 272,487.70
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| | In place | 31,970.50
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| | This Estimate | 31,970.50
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| | |
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Totals for contract | | Contracted | 272,487.70
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| | Current | 272,487.70
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| | In place | 31,970.50
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| | This Estimate | 31,970.50
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