| | | 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. 13+24 | | |
|
0001 L006.00 | 500.00 | 1.000 | 500.00
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COVER CROP SEEDING | ha | 1.000 | 500.00
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| | 1.000 | 500.00
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| | 1.000 | 500.00
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| | |
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0002 0001.10 | 1.10 | 1,670.000 | 1,837.00
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BARRICADE, TYPE III | BDAY | 1,670.000 | 1,837.00
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| | 2,436.000 | 2,679.60
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| | 98.000 | 107.80
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| | |
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0003 0001.30 | 1.20 | 334.000 | 400.80
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 334.000 | 400.80
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| | 236.000 | 283.20
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| | 8.000 | 9.60
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| | |
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0004 0001.90 | 0.65 | 2,004.000 | 1,302.60
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SIGN DAY | EACH | 2,004.000 | 1,302.60
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| | 522.000 | 339.30
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| | -647.000 | -420.55
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| | |
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0005 0030.60 | 40,000.00 | 1.000 | 40,000.00
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MOBILIZATION | LS | 1.000 | 40,000.00
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| | 1.000 | 40,000.00
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| | 0.000 | 0.00
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| | |
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0006 1009.00 | 1,750.00 | 1.000 | 1,750.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,750.00
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| | 1.000 | 1,750.00
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| | 0.000 | 0.00
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| | |
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0007 1010.01 | 2.65 | 9,775.000 | 25,903.75
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EXCAVATION (ESTABLISHED QUANTITY) | m3 | 9,775.000 | 25,903.75
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| | 9,775.000 | 25,903.75
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| | 0.000 | 0.00
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| | |
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0008 1011.00 | 6.00 | 58.000 | 348.00
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WATER | kL | 58.000 | 348.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0009 4050.01 | 25.50 | 652.000 | 16,626.00
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 652.000 | 16,626.00
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| | 652.000 | 16,626.00
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| | 652.000 | 16,626.00
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| | |
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0010 4350.18 | 54.80 | 16.000 | 876.80
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450 mm CORRUGATED METAL PIPE | m | 16.000 | 876.80
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| | 16.000 | 876.80
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| | 16.000 | 876.80
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0011 4350.36 | 98.34 | 16.500 | 1,622.61
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900 mm CORRUGATED METAL PIPE | m | 16.500 | 1,622.61
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| | 16.500 | 1,622.61
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| | 16.500 | 1,622.61
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0012 4350.48 | 158.00 | 51.100 | 8,073.80
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1200 mm CORRUGATED METAL PIPE | m | 51.100 | 8,073.80
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| | 51.100 | 8,073.80
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| | 51.100 | 8,073.80
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0013 4360.18 | 146.00 | 2.000 | 292.00
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450 mm METAL FLARED-END SECTION | EACH | 2.000 | 292.00
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| | 2.000 | 292.00
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| | 2.000 | 292.00
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0014 4360.36 | 340.00 | 2.000 | 680.00
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900 mm METAL FLARED-END SECTION | EACH | 2.000 | 680.00
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| | 2.000 | 680.00
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| | 2.000 | 680.00
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0015 4360.48 | 700.00 | 4.000 | 2,800.00
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1200 mm METAL FLARED-END SECTION | EACH | 4.000 | 2,800.00
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| | 4.000 | 2,800.00
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| | 4.000 | 2,800.00
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0016 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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0017 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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0018 6001.50 | 8,000.00 | 1.000 | 8,000.00
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BENT NO.1 EXCAVATION | LS | 1.000 | 8,000.00
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| | 1.000 | 8,000.00
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| | 0.000 | 0.00
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0019 6001.51 | 8,000.00 | 1.000 | 8,000.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 8,000.00
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| | 1.000 | 8,000.00
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| | 0.000 | 0.00
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0020 6005.78 | 500.00 | 12.000 | 6,000.00
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EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 6,000.00
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| | 12.000 | 6,000.00
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| | 0.000 | 0.00
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0021 6005.83 | 700.00 | 4.000 | 2,800.00
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FIXED BEARING | EACH | 4.000 | 2,800.00
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| | 4.000 | 2,800.00
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| | 0.000 | 0.00
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0022 6010.22 | 366.00 | 191.200 | 69,979.20
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 191.200 | 69,979.20
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| | 191.200 | 69,979.20
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| | 0.000 | 0.00
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0023 6010.26 | 392.00 | 153.900 | 60,328.80
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 153.900 | 60,328.80
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| | 153.900 | 60,328.80
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| | 0.000 | 0.00
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0024 6020.00 | 1.23 | 26,610.000 | 32,730.30
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REINFORCING STEEL FOR BRIDGE | kg | 26,610.000 | 32,730.30
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| | 26,610.000 | 32,730.30
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| | 0.000 | 0.00
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0025 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. 13+26 | | 1.000 | 20,000.00
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| | 0.000 | 0.00
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0026 6071.12 | 98,000.00 | 1.000 | 98,000.00
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STEEL SUPERSTRUCTURE | LS | 1.000 | 98,000.00
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AT STA. 13+24 | | 1.000 | 98,000.00
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| | 0.000 | 0.00
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0027 6080.00 | 4.70 | 764.000 | 3,590.80
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STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 764.000 | 3,590.80
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| | 1,603.000 | 7,534.10
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| | 468.400 | 2,201.48
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0028 6105.02 | 26.00 | 1,944.000 | 50,544.00
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ROCK RIPRAP, TYPE B | Mg | 1,944.000 | 50,544.00
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| | 1,748.930 | 45,472.18
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| | 1,236.800 | 32,156.80
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0029 6210.12 | 56.00 | 557.600 | 31,225.60
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HP 250 mm X 62 kg STEEL PILING | m | 557.600 | 31,225.60
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| | 623.700 | 34,927.20
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| | -47.400 | -2,654.40
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0030 6310.00 | 115.00 | 327.400 | 37,651.00
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STEEL SHEET PILING | m2 | 327.400 | 37,651.00
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| | 296.600 | 34,109.00
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| | 0.000 | 0.00
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0031 6951.12 | 4.00 | 1,476.000 | 5,904.00
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SHEAR CONNECTORS | EACH | 1,476.000 | 5,904.00
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| | 1,476.000 | 5,904.00
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| | 0.000 | 0.00
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0032 7020.00 | 1,250.00 | 2.000 | 2,500.00
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BRIDGE APPROACH SECTIONS | EACH | 2.000 | 2,500.00
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| | 2.000 | 2,500.00
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| | 0.000 | 0.00
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0033 7021.45 | 1,000.00 | 2.000 | 2,000.00
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BREAKAWAY CABLE TERMINAL | EACH | 2.000 | 2,000.00
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| | 2.000 | 2,000.00
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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 | 616.000 | 517.44
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Contractor furnished signs | | 696.000 | 584.64
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| | 696.000 | 584.64
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6001 6210.61 | 112.00 | 0.000 | 0.00
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PILE SPLICE | EACH | 16.000 | 1,792.00
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Pile Splices Abutment #2 and Bent #2 | | 16.000 | 1,792.00
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 13+24 | | Contracted | 550,267.06
|
| | Current | 552,576.50
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| | In place | 551,088.48
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| | This Estimate | 63,456.58
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| | |
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Totals for contract | | Contracted | 550,267.06
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| | Current | 552,576.50
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| | In place | 551,088.48
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| | This Estimate | 63,456.58
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