| | | 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. 12+10 | | |
|
0001 L006.00 | 120.00 | 4.000 | 480.00
|
COVER CROP SEEDING | ACRE | 4.000 | 480.00
|
| | 5.000 | 600.00
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| | 0.000 | 0.00
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| | |
|
0002 0001.10 | 1.20 | 2,262.000 | 2,714.40
|
BARRICADE, TYPE III | BDAY | 2,262.000 | 2,714.40
|
| | 1,925.000 | 2,310.00
|
| | 0.000 | 0.00
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| | |
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0003 0001.30 | 1.00 | 348.000 | 348.00
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 348.000 | 348.00
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| | 268.000 | 268.00
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| | 0.000 | 0.00
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| | |
|
0004 0001.90 | 0.40 | 1,914.000 | 765.60
|
SIGN DAY | EACH | 1,044.000 | 417.60
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| | 1,464.000 | 585.60
|
| | 0.000 | 0.00
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| | |
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0005 0030.60 | 22,580.00 | 1.000 | 22,580.00
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MOBILIZATION | LS | 1.000 | 22,580.00
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| | 1.000 | 22,580.00
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| | 0.000 | 0.00
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| | |
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0006 1000.00 | 150.00 | 1.000 | 150.00
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LARGE TREE REMOVAL | EACH | 118.000 | 17,700.00
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| | 118.000 | 17,700.00
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| | 0.000 | 0.00
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| | |
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0007 1009.00 | 5,780.00 | 1.000 | 5,780.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,780.00
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| | 1.000 | 5,780.00
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| | 0.000 | 0.00
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| | |
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0008 1011.00 | 9.99 | 101.000 | 1,008.99
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WATER | MGAL | 101.000 | 1,008.99
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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 1030.00 | 2.41 | 14,436.000 | 34,790.76
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EARTHWORK MEASURED IN EMBANKMENT | CY | 14,436.000 | 34,790.76
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| | 14,436.000 | 34,790.76
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| | 0.000 | 0.00
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| | |
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0010 1043.50 | 2.00 | 1,756.000 | 3,512.00
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RIPRAP FILTER FABRIC | SY | 1,756.000 | 3,512.00
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| | 1,756.000 | 3,512.00
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| | 0.000 | 0.00
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| | |
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0011 1300.24 | 19.02 | 110.000 | 2,092.20
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24" DRIVEWAY CULVERT PIPE | LF | 110.000 | 2,092.20
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| | 70.000 | 1,331.40
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| | 0.000 | 0.00
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| | |
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0012 2009.51 | 57.99 | 17.100 | 991.63
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CRUSHED ROCK EMBEDMENT | STA | 17.100 | 991.63
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| | 17.100 | 991.63
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| | 0.000 | 0.00
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| | |
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0013 2010.00 | 17.16 | 396.000 | 6,795.36
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CRUSHED ROCK SURFACE COURSE | CY | 396.000 | 6,795.36
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| | 483.600 | 8,298.58
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| | 0.000 | 0.00
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0014 4045.00 | 4,000.00 | 1.000 | 4,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 4,000.00
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AT STA. 8+10 | | 1.000 | 4,000.00
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| | 0.000 | 0.00
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0015 4050.01 | 12.68 | 177.000 | 2,244.36
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 177.000 | 2,244.36
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| | 177.000 | 2,244.36
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| | 0.000 | 0.00
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| | |
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0016 4300.48 | 71.00 | 96.000 | 6,816.00
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48" CULVERT PIPE | LF | 96.000 | 6,816.00
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| | 96.000 | 6,816.00
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| | 0.000 | 0.00
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0017 4310.48 | 961.00 | 2.000 | 1,922.00
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48" FLARED-END SECTION | EACH | 2.000 | 1,922.00
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| | 2.000 | 1,922.00
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| | 0.000 | 0.00
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0018 6000.10 | 2,000.00 | 1.000 | 2,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,000.00
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| | 1.000 | 2,000.00
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| | 0.000 | 0.00
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0019 6000.11 | 2,000.00 | 1.000 | 2,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
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| | 1.000 | 2,000.00
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| | 0.000 | 0.00
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0020 6000.60 | 10,000.00 | 1.000 | 10,000.00
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PIER NO.1 EXCAVATION | LS | 1.000 | 10,000.00
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| | 1.000 | 10,000.00
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| | 0.000 | 0.00
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0021 6000.61 | 10,000.00 | 1.000 | 10,000.00
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PIER NO.2 EXCAVATION | LS | 1.000 | 10,000.00
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| | 1.000 | 10,000.00
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| | 0.000 | 0.00
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0022 6005.78 | 1,000.00 | 12.000 | 12,000.00
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EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 12,000.00
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| | 12.000 | 12,000.00
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| | 0.000 | 0.00
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0023 6005.83 | 1,100.00 | 4.000 | 4,400.00
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FIXED BEARING | EACH | 4.000 | 4,400.00
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| | 4.000 | 4,400.00
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| | 0.000 | 0.00
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0024 6010.22 | 260.00 | 342.700 | 89,102.00
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 342.700 | 89,102.00
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| | 378.800 | 98,488.00
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| | 0.000 | 0.00
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0025 6010.26 | 300.00 | 174.900 | 52,470.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 174.900 | 52,470.00
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| | 179.900 | 53,970.00
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| | 0.000 | 0.00
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0026 6020.00 | 0.55 | 61,705.000 | 33,937.75
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REINFORCING STEEL FOR BRIDGE | LB | 61,705.000 | 33,937.75
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| | 61,705.000 | 33,937.76
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| | 0.000 | 0.00
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0027 6040.00 | 10,000.00 | 1.000 | 10,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 10,000.00
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AT STA. 12+11.5 | | 1.000 | 10,000.00
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| | 0.000 | 0.00
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0028 6071.12 | 90,000.00 | 1.000 | 90,000.00
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STEEL SUPERSTRUCTURE | LS | 1.000 | 90,000.00
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AT STA. 12+10 | | 1.000 | 90,000.00
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| | 0.000 | 0.00
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0029 6080.00 | 3.00 | 5,700.000 | 17,100.00
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STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 5,700.000 | 17,100.00
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| | 5,700.000 | 17,100.00
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| | 0.000 | 0.00
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| | |
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0030 6105.02 | 27.00 | 1,518.000 | 40,986.00
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ROCK RIPRAP, TYPE B | TON | 1,518.000 | 40,986.00
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| | 1,717.560 | 46,374.12
|
| | 593.260 | 16,018.02
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0031 6200.00 | 25.00 | 1,890.000 | 47,250.00
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CONCRETE PILING | LF | 1,890.000 | 47,250.00
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| | 1,890.000 | 47,250.00
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| | 0.000 | 0.00
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0032 6310.00 | 12.00 | 2,475.000 | 29,700.00
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STEEL SHEET PILING | SF | 2,475.000 | 29,700.00
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| | 2,475.000 | 29,700.00
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| | 0.000 | 0.00
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0033 6951.12 | 4.00 | 1,728.000 | 6,912.00
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SHEAR CONNECTORS | EACH | 1,728.000 | 6,912.00
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| | 1,728.000 | 6,912.00
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| | 0.000 | 0.00
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0034 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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| | 4.000 | 4,000.00
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| | 0.000 | 0.00
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0035 7021.45 | 950.00 | 4.000 | 3,800.00
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BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,800.00
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| | 4.000 | 3,800.00
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| | 0.000 | 0.00
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4001 0001.99 | 0.68 | 0.000 | 0.00
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CONTRACTOR FURNISHED SIGN DAY | EACH | 870.000 | 591.60
|
Plastic Signs to be mounted on barricades | | 850.000 | 578.00
|
| | 0.000 | 0.00
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4002 2015.00 | 16.10 | 0.000 | 0.00
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CRUSHED ROCK BEDDING | TON | 148.030 | 2,383.28
|
| | 148.030 | 2,383.28
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| | 0.000 | 0.00
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4003 6960.02 | 599.90 | 0.000 | 0.00
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ADDITIONAL WORK | LS | 1.000 | 599.90
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Removal of unforseen object. | | 1.000 | 599.90
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 12+10 | | Contracted | 562,649.05
|
| | Current | 583,425.83
|
| | In place | 599,223.39
|
| | This Estimate | 16,018.02
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Totals for contract | | Contracted | 562,649.05
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| | Current | 583,425.83
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| | In place | 599,223.39
|
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| | This Estimate | 16,018.02
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