| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0133 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 18,971.41 | 007492
|
| | Steel Sheet Piling | |
|
0151 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 18,971.41 | 007492
|
| | Steel Sheet Piling | |
|
0218 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 19,132.42 | 007492
|
| | Steel Sheet Piling | |
|
| | Total for estimate 0003: | 57,075.24 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0133 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 2,103.48 | 007492
|
| | Steel Sheet Piling Freight | |
|
0151 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 2,103.48 | 007492
|
| | Steel Sheet Piling Freight | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 9,470.38 | 13331 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -9,470.38 | 13331 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 9,854.14 | 13395 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -5,782.90 | 13395 E
|
| | Epoxy Re-steel, Group 6E | |
|
0218 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Initial Payment | 2,043.34 | 007492
|
| | Steel Sheet Piling Freight | |
|
4002 | 6005.35 | PRECOMPRESSED POLYURETHANE FOAM JOINT | |
|
| | S.P. Initial Payment | 5,053.84 | 691726
|
| | PPF Joint Filler Sta. 353+11.25 | |
|
| | Total for estimate 0004: | 15,375.38 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -4,071.24 | 13395 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 9,849.84 | 13485 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -8,969.59 | 13485 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 10,691.77 | 13007E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 12,717.58 | 13568E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0005: | 20,218.36 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0205 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Initial Payment | 1,952.64 | 0051950
|
| | Anchor Bolt Assemblies | |
|
0210 | 6095.00 | STEEL DIAPHRAGM | |
|
| | S.P. Initial Payment | 10,200.40 | 106070
|
| | Bent Plate Separators | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -880.25 | 13485 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -10,691.77 | 13007E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -12,717.58 | 13568E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 8,001.15 | 13674 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -8,001.15 | 13674 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 8,092.17 | 13761 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -8,092.17 | 13761 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 10,276.03 | 13831 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -1,337.96 | 13831 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0006: | -3,198.49 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -8,938.07 | 13831 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 10,149.34 | 13935 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -10,149.34 | 13935 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 10,280.95 | 14033 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -5,917.99 | 14033 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 10,055.25 | 14114 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0007: | 5,480.14 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -3,737.97 | 14033 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0008: | -3,737.97 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0132 | 6210.50 | PIPE PILING | |
|
| | S.P. Initial Payment | 26,374.93 | 58342 RI
|
| | Pipe Pile | |
|
0150 | 6210.50 | PIPE PILING | |
|
| | S.P. Initial Payment | 26,374.93 | 58342 RI
|
| | Pipe Pile | |
|
0209 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Closure | 0.00 | 52554
|
| | fabric pads and sole plates | |
|
| | S.P. Initial Payment | 38,239.36 | 52554
|
| | fabric pads, plates | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -624.99 | 14033 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -3,260.07 | 14114 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 11,855.97 | 14208 E
|
| | Epoxy Re-steel, Group 6E | |
|
0216 | 6210.50 | PIPE PILING | |
|
| | S.P. Initial Payment | 50,374.40 | 58342 RI
|
| | Pipe Pile | |
|
0217 | 6251.00 | TEST PILE | |
|
| | S.P. Initial Payment | 1,972.36 | 58342 RI
|
| | Pipe Pile | |
|
| | Total for estimate 0009: | 151,306.89 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -6,795.18 | 14114 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -1,424.42 | 14208 E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0010: | -8,219.60 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0128 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 5,688.00 | 20367
|
| | Substructure steel | |
|
0146 | 6080.00 | STRUCTURAL STEEL FOR SUBSTRUCTURE | |
|
| | S.P. Initial Payment | 5,688.00 | 20367
|
| | Substructure steel | |
|
0204 | 6004.50 | EXPANSION JOINT | |
|
| | S.P. Initial Payment | 69,940.33 | 106725
|
| | Ex. Joint with drainage connect material | |
|
0209 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Initial Payment | 1,200.00 | 20694
|
| | PIER 6 STEEL PEDESTALS | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -10,431.55 | 14208 E
|
| | Epoxy Re-steel, Group 6E | |
|
0220 | 6415.00 | DRAINAGE SYSTEM | |
|
| | S.P. Initial Payment | 8,341.29 | 106725
|
| | Drainage system includes neoprene trough | |
|
| | Total for estimate 0011: | 80,426.07 |
|
Est Nbr: | 0012 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0209 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -232.11 | 52554
|
| | fabric pads, plates | |
|
| | S.P. Adjustment | -402.00 | 20694
|
| | PIER 6 STEEL PEDESTALS | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 3,594.67 | 15236E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -147.09 | 15236E
|
| | Epoxy Re-steel, Group 6E | |
|
0217 | 6251.00 | TEST PILE | |
|
| | S.P. Adjustment | -986.18 | 58342 RI
|
| | Pipe Pile | |
|
| | Total for estimate 0012: | 1,827.29 |
|
Est Nbr: | 0013 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0209 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -56.21 | 52554
|
| | fabric pads, plates | |
|
| | S.P. Adjustment | -97.20 | 20694
|
| | PIER 6 STEEL PEDESTALS | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,059.71 | 15236E
|
| | Epoxy Re-steel, Group 6E | |
|
0216 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | -26,468.52 | 58342 RI
|
| | Pipe Pile | |
|
0218 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -11,774.82 | 007492
|
| | Steel Sheet Piling | |
|
| | S.P. Adjustment | -1,257.55 | 007492
|
| | Steel Sheet Piling Freight | |
|
| | Total for estimate 0013: | -40,714.01 |
|
Est Nbr: | 0014 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -2,387.87 | 15236E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 10,935.31 | 15716E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -3,472.70 | 15716E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0014: | 5,074.74 |
|
Est Nbr: | 0015 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0209 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -227.91 | 52554
|
| | fabric pads, plates | |
|
| | S.P. Adjustment | -394.80 | 20694
|
| | PIER 6 STEEL PEDESTALS | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -2,119.42 | 15716E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0015: | -2,742.13 |
|
Est Nbr: | 0016 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -3,760.23 | 15716E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0016: | -3,760.23 |
|
Est Nbr: | 0017 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0132 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | -12,687.18 | 58342 RI
|
| | Pipe Pile | |
|
0150 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | -12,723.89 | 58342 RI
|
| | Pipe Pile | |
|
0205 | 6005.78 | EXPANSION BEARING, TFE TYPE | |
|
| | S.P. Adjustment | -87.43 | 0051950
|
| | Anchor Bolt Assemblies | |
|
0209 | 6011.11 | PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | |
|
| | S.P. Adjustment | -121.98 | 52554
|
| | fabric pads, plates | |
|
| | S.P. Closure | -306.00 | 20694
|
| | PIER 6 STEEL PEDESTALS | |
|
0210 | 6095.00 | STEEL DIAPHRAGM | |
|
| | S.P. Adjustment | -10,200.40 | 106070
|
| | Bent Plate Separators | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -1,582.96 | 15716E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 4,574.37 | 16374E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -1,596.17 | 16374E
|
| | Epoxy Re-steel, Group 6E | |
|
| | Total for estimate 0017: | -34,731.64 |
|
Est Nbr: | 0018 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0132 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | -12,819.27 | 58342 RI
|
| | Pipe Pile | |
|
0133 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -18,971.41 | 007492
|
| | Steel Sheet Piling | |
|
| | S.P. Adjustment | -2,103.48 | 007492
|
| | Steel Sheet Piling Freight | |
|
0150 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | -12,999.59 | 58342 RI
|
| | Pipe Pile | |
|
0151 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -18,971.41 | 007492
|
| | Steel Sheet Piling | |
|
| | S.P. Adjustment | -2,103.48 | 007492
|
| | Steel Sheet Piling Freight | |
|
| | Total for estimate 0018: | -67,968.64 |
|
Est Nbr: | 0019 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0132 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | -14.40 | 58342 RI
|
| | Pipe Pile | |
|
0150 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | 48.59 | 58342 RI
|
| | Pipe Pile | |
|
0216 | 6210.50 | PIPE PILING | |
|
| | S.P. Adjustment | -23,905.88 | 58342 RI
|
| | Pipe Pile | |
|
0217 | 6251.00 | TEST PILE | |
|
| | S.P. Adjustment | -986.18 | 58342 RI
|
| | Pipe Pile | |
|
| | Total for estimate 0019: | -24,857.87 |
|
Est Nbr: | 0020 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0131 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 2,694.93 | 17388E
|
| | abutment 1 & 2 epoxy steel | |
|
0149 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Initial Payment | 2,694.93 | 17388E
|
| | abutment 1 & 2 epoxy resteel | |
|
0212 | 6131.50 | EPOXY COATED REINFORCING STEEL | |
|
| | S.P. Adjustment | -2,978.20 | 16374E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 7,507.30 | 17389E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -7,507.30 | 17389E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 13,237.26 | 17251E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -13,237.26 | 17251E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 13,244.02 | 17390E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -13,244.02 | 17390E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 12,363.96 | 17250E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Adjustment | -9,475.55 | 17250E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 13,078.59 | 17252E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 13,125.94 | 17252E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 13,522.00 | 17252E
|
| | Epoxy Re-steel, Group 6E | |
|
| | S.P. Initial Payment | 11,555.85 | 17252E
|
| | Epoxy Re-steel, Group 6E | |
|
0218 | 6310.00 | STEEL SHEET PILING | |
|
| | S.P. Adjustment | -7,357.60 | 007492
|
| | Steel Sheet Piling | |
|
| | S.P. Adjustment | -785.79 | 007492
|
| | Steel Sheet Piling Freight | |
|
| | Total for estimate 0020: | 48,439.06 |
|
| | Total remaining for contract: | 195,292.59 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L006.00 | 78.08 | 156.500 | 12,219.52
|
COVER CROP SEEDING | ha | 156.500 | 12,219.52
|
| | 33.350 | 2,603.97
|
| | 33.350 | 2,603.97
|
| | |
|
0002 L020.01 | 5.37 | 10,304.000 | 55,332.48
|
EROSION CONTROL, TYPE A | m2 | 10,304.000 | 55,332.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.08 | 5.37 | 7,733.000 | 41,526.21
|
EROSION CONTROL, TYPE AA | m2 | 7,733.000 | 41,526.21
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.09 | 12.64 | 1,596.000 | 20,173.44
|
EROSION CONTROL, TYPE AAA | m2 | 1,596.000 | 20,173.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.10 | 1.69 | 29,516.000 | 49,882.04
|
EROSION CONTROL, TYPE HV | m2 | 29,516.000 | 49,882.04
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 L021.01 | 13.70 | 310.000 | 4,247.00
|
EROSION CHECKS, TYPE A | BALE | 310.000 | 4,247.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L021.06 | 11.59 | 1,285.000 | 14,893.15
|
EROSION CHECKS, TYPE HV | BALE | 1,285.000 | 14,893.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L021.11 | 17.91 | 35.000 | 626.85
|
EROSION CHECKS, TYPE ST-A | BALE | 35.000 | 626.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 L021.15 | 15.81 | 235.000 | 3,715.35
|
EROSION CHECKS, TYPE ST-HV | BALE | 235.000 | 3,715.35
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 L021.21 | 13.70 | 245.000 | 3,356.50
|
EROSION CHECKS, TYPE AA | BALE | 245.000 | 3,356.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 L022.11 | 6.91 | 7,965.000 | 55,038.15
|
FABRIC SILT FENCE-LOW POROSITY | m | 7,965.000 | 55,038.15
|
| | 6,235.550 | 43,087.65
|
| | 0.000 | 0.00
|
| | |
|
0012 L022.12 | 7.61 | 604.800 | 4,602.53
|
FABRIC SILT FENCE-HIGH POROSITY | m | 604.800 | 4,602.53
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 P400.18 | 60.97 | 790.000 | 48,166.30
|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 743.500 | 45,331.20
|
| | 107.000 | 6,523.79
|
| | 107.000 | 6,523.79
|
| | |
|
0014 0030.10 | 60,557.00 | 1.000 | 60,557.00
|
MOBILIZATION | LS | 1.000 | 60,557.00
|
| | 1.000 | 60,557.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1009.00 | 21,074.00 | 1.000 | 21,074.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 21,074.00
|
| | 0.450 | 9,483.30
|
| | 0.000 | 0.00
|
| | |
|
0016 1010.00 | 1.25 | 1,004,123.000 | 1,255,153.75
|
EXCAVATION | m3 | 1,004,123.000 | 1,255,153.75
|
| | 420,568.230 | 525,710.29
|
| | 27,829.146 | 34,786.43
|
| | |
|
0017 1010.01 | 2.11 | 5,474.000 | 11,550.14
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 5,474.000 | 11,550.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1011.00 | 0.68 | 19,977.000 | 13,584.36
|
WATER | kL | 20,002.000 | 13,601.36
|
| | 184.500 | 125.46
|
| | 0.000 | 0.00
|
| | |
|
0019 1012.00 | 60.85 | 302.000 | 18,376.70
|
RIGHT-OF-WAY MARKERS | EACH | 302.000 | 18,376.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1043.50 | 1.17 | 257.000 | 300.69
|
RIPRAP FILTER FABRIC | m2 | 257.000 | 300.69
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1090.00 | 527.00 | 1.000 | 527.00
|
ABANDON WELLS | EACH | 1.000 | 527.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1102.00 | 3.16 | 220.000 | 695.20
|
REMOVE ASPHALT SURFACE | m2 | 220.000 | 695.20
|
| | 161.000 | 508.76
|
| | 0.000 | 0.00
|
| | |
|
0023 1124.00 | 1,054.00 | 1.000 | 1,054.00
|
REMOVE BUILDING | EACH | 1.000 | 1,054.00
|
AT STA. 259+43 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1125.00 | 1,054.00 | 1.000 | 1,054.00
|
CLEAR TRACT | EACH | 1.000 | 1,054.00
|
AT STA. 259+15 TO STA. 259+50 LT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 1701.24 | 43.15 | 264.500 | 11,413.18
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 264.500 | 11,413.18
|
| | 77.500 | 3,344.13
|
| | 34.500 | 1,488.68
|
| | |
|
0026 1701.30 | 63.65 | 21.000 | 1,336.65
|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 21.000 | 1,336.65
|
| | 21.000 | 1,336.65
|
| | 0.000 | 0.00
|
| | |
|
0027 1701.36 | 78.00 | 23.500 | 1,833.00
|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 23.500 | 1,833.00
|
| | 23.500 | 1,833.00
|
| | 0.000 | 0.00
|
| | |
|
0028 1703.54 | 132.86 | 22.500 | 2,989.35
|
1350 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5 | m | 22.500 | 2,989.35
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 2001.03 | 11.98 | 1,946.000 | 23,313.08
|
GRAVEL SURFACE COURSE | Mg | 1,946.000 | 23,313.08
|
| | 454.994 | 5,450.83
|
| | 0.000 | 0.00
|
| | |
|
0030 2009.10 | 345.61 | 22.304 | 7,708.49
|
GRAVEL EMBEDMENT | StaM | 22.304 | 7,708.49
|
| | 3.500 | 1,209.64
|
| | 0.000 | 0.00
|
| | |
|
0031 2021.05 | 263.00 | 1.000 | 263.00
|
REMOVE AND RESET MAILBOX | EACH | 1.000 | 263.00
|
POST | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 3017.50 | 88.14 | 105.000 | 9,254.70
|
INTERLOCKING CONCRETE PAVER BLOCK | m2 | 105.000 | 9,254.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 3020.26 | 30.57 | 181.000 | 5,533.17
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 181.000 | 5,533.17
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4105.59 | 624.14 | 21.600 | 13,481.42
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 21.700 | 13,543.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 4155.50 | 0.49 | 972.000 | 476.28
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 978.000 | 479.22
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4310.18 | 225.61 | 31.000 | 6,993.91
|
450 mm FLARED-END SECTION | EACH | 29.000 | 6,542.69
|
| | 5.000 | 1,128.05
|
| | 5.000 | 1,128.05
|
| | |
|
0037 4763.75 | 1.95 | 7,857.000 | 15,321.15
|
WICK DRAIN | m | 7,857.000 | 15,321.15
|
| | 7,195.682 | 14,031.58
|
| | 0.000 | 0.00
|
| | |
|
0038 4764.35 | 11.28 | 277.000 | 3,124.56
|
100 mm PERFORATED PIPE UNDERDRAIN | m | 277.000 | 3,124.56
|
| | 285.500 | 3,220.44
|
| | 0.000 | 0.00
|
| | |
|
0039 6105.02 | 22.49 | 130.000 | 2,923.70
|
ROCK RIPRAP, TYPE B | Mg | 130.000 | 2,923.70
|
| | 63.000 | 1,416.87
|
| | 0.000 | 0.00
|
| | |
|
0040 8093.00 | 17.78 | 1,269.000 | 22,562.82
|
SAND BLANKET | m3 | 1,269.000 | 22,562.82
|
| | 1,269.000 | 22,562.82
|
| | 0.000 | 0.00
|
| | |
|
0041 9110.01 | 63.22 | 150.000 | 9,483.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 150.000 | 9,483.00
|
| | 20.000 | 1,264.40
|
| | 0.000 | 0.00
|
| | |
|
0042 9110.03 | 57.95 | 150.000 | 8,692.50
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 150.000 | 8,692.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 9110.07 | 47.42 | 150.000 | 7,113.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 150.000 | 7,113.00
|
| | 3.800 | 180.20
|
| | 0.000 | 0.00
|
| | |
|
4001 4764.04 | 16.17 | 0.000 | 0.00
|
100 mm NONPERFORATED P.V.C. PIPE UNDERDRAIN | m | 104.800 | 1,694.62
|
| | 110.900 | 1,793.25
|
| | 0.000 | 0.00
|
| | |
|
6006 1010.46 | 2.50 | 0.000 | 0.00
|
REMOVAL OF UNSUITABLY WET SOIL | m3 | 612.250 | 1,530.63
|
| | 2,472.450 | 6,181.13
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 1,851,523.31
|
| | Current | 1,851,544.58
|
| | In place | 713,553.21
|
| | This Estimate | 46,530.92
|
| | |
|
GROUP 4 CULVERTS | | |
|
0044 P150.24 | 74.89 | 131.000 | 9,810.59
|
600 mm CULVERT PIPE, TYPE 5 | m | 131.000 | 9,810.59
|
| | 16.500 | 1,235.69
|
| | 0.000 | 0.00
|
| | |
|
0045 P150.30 | 104.41 | 43.500 | 4,541.84
|
750 mm CULVERT PIPE, TYPE 5 | m | 43.500 | 4,541.84
|
| | 18.000 | 1,879.38
|
| | 0.000 | 0.00
|
| | |
|
0046 P150.36 | 126.74 | 32.500 | 4,119.05
|
900 mm CULVERT PIPE, TYPE 5 | m | 32.500 | 4,119.05
|
| | 15.500 | 1,964.47
|
| | 0.000 | 0.00
|
| | |
|
0047 P150.42 | 167.60 | 14.000 | 2,346.40
|
1050 mm CULVERT PIPE, TYPE 5 | m | 14.000 | 2,346.40
|
| | 14.000 | 2,346.40
|
| | 0.000 | 0.00
|
| | |
|
0048 P200.42 | 179.31 | 263.500 | 47,248.19
|
1050 mm CULVERT PIPE, TYPE 2 OR 5 | m | 263.500 | 47,248.19
|
| | 259.000 | 46,441.30
|
| | 0.000 | 0.00
|
| | |
|
0049 P200.48 | 211.89 | 327.500 | 69,393.97
|
1200 mm CULVERT PIPE, TYPE 2 OR 5 | m | 327.500 | 69,393.97
|
| | 308.000 | 65,262.13
|
| | 0.000 | 0.00
|
| | |
|
0050 P200.54 | 246.38 | 54.000 | 13,304.52
|
1350 mm CULVERT PIPE, TYPE 2 OR 5 | m | 54.000 | 13,304.52
|
| | 52.500 | 12,934.95
|
| | 0.000 | 0.00
|
| | |
|
0051 P200.60 | 299.04 | 96.000 | 28,707.84
|
1500 mm CULVERT PIPE, TYPE 2 OR 5 | m | 96.000 | 28,707.84
|
| | 96.000 | 28,707.84
|
| | 0.000 | 0.00
|
| | |
|
0052 P200.66 | 321.50 | 76.500 | 24,594.75
|
1650 mm CULVERT PIPE, TYPE 2 OR 5 | m | 76.500 | 24,594.75
|
| | 75.500 | 24,273.25
|
| | 0.000 | 0.00
|
| | |
|
0053 P400.18 | 237.00 | 10.000 | 2,370.00
|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 10.000 | 2,370.00
|
| | 8.000 | 1,896.00
|
| | 0.000 | 0.00
|
| | |
|
0054 P400.24 | 74.93 | 144.500 | 10,827.39
|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 165.000 | 12,363.45
|
| | 71.000 | 5,320.02
|
| | 0.000 | 0.00
|
| | |
|
0055 P400.30 | 101.60 | 247.500 | 25,146.00
|
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 247.500 | 25,146.00
|
| | 191.500 | 19,456.40
|
| | 0.000 | 0.00
|
| | |
|
0056 P400.36 | 123.19 | 170.000 | 20,942.30
|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 170.000 | 20,942.30
|
| | 123.500 | 15,213.96
|
| | 0.000 | 0.00
|
| | |
|
0057 0030.40 | 40,542.00 | 1.000 | 40,542.00
|
MOBILIZATION | LS | 1.000 | 40,542.00
|
| | 1.000 | 40,542.00
|
| | 0.000 | 0.00
|
| | |
|
0058 1043.50 | 1.15 | 3,568.000 | 4,103.20
|
RIPRAP FILTER FABRIC | m2 | 2,601.000 | 2,991.15
|
| | 2,388.490 | 2,746.76
|
| | 0.000 | 0.00
|
| | |
|
0059 4040.00 | 645.00 | 2.000 | 1,290.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 2.000 | 1,290.00
|
| | 2.000 | 1,290.00
|
| | 0.000 | 0.00
|
| | |
|
0060 4045.00 | 2,467.00 | 1.000 | 2,467.00
|
REMOVE STRUCTURE | EACH | 1.000 | 2,467.00
|
AT STA. 3009+85 | | 1.000 | 2,467.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4050.01 | 3.37 | 2,877.000 | 9,695.49
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 2,878.000 | 9,698.86
|
| | 1,576.000 | 5,311.12
|
| | 0.000 | 0.00
|
| | |
|
0062 4051.01 | 9.90 | 1,076.000 | 10,652.40
|
EXCAVATION FOR BOX CULVERTS | m3 | 1,076.000 | 10,652.40
|
| | 1,322.667 | 13,094.41
|
| | 0.000 | 0.00
|
| | |
|
0063 4100.06 | 420.20 | 29.600 | 12,437.92
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 29.600 | 12,437.92
|
| | 28.000 | 11,765.60
|
| | 0.000 | 0.00
|
| | |
|
0064 4101.06 | 285.55 | 1,011.120 | 288,725.32
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 1,011.120 | 288,725.32
|
| | 1,006.741 | 287,474.89
|
| | 0.000 | 0.00
|
| | |
|
0065 4150.00 | 0.49 | 1,592.000 | 780.08
|
REINFORCING STEEL FOR HEADWALL | kg | 1,592.000 | 780.08
|
| | 1,413.000 | 692.37
|
| | 0.000 | 0.00
|
| | |
|
0066 4151.00 | 1.21 | 62,665.000 | 75,824.65
|
REINFORCING STEEL FOR BOX CULVERT | kg | 62,665.000 | 75,824.65
|
| | 62,666.198 | 75,826.10
|
| | 0.000 | 0.00
|
| | |
|
0067 4310.24 | 148.42 | 17.000 | 2,523.14
|
600 mm FLARED-END SECTION | EACH | 19.000 | 2,819.98
|
| | 4.000 | 593.68
|
| | 0.000 | 0.00
|
| | |
|
0068 4310.30 | 220.00 | 7.000 | 1,540.00
|
750 mm FLARED-END SECTION | EACH | 7.000 | 1,540.00
|
| | 4.000 | 880.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4310.36 | 296.00 | 10.000 | 2,960.00
|
900 mm FLARED-END SECTION | EACH | 10.000 | 2,960.00
|
| | 7.000 | 2,072.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4310.42 | 563.00 | 6.000 | 3,378.00
|
1050 mm FLARED-END SECTION | EACH | 6.000 | 3,378.00
|
| | 6.000 | 3,378.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4310.48 | 598.00 | 5.000 | 2,990.00
|
1200 mm FLARED-END SECTION | EACH | 5.000 | 2,990.00
|
| | 2.000 | 1,196.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4310.54 | 683.00 | 1.000 | 683.00
|
1350 mm FLARED-END SECTION | EACH | 1.000 | 683.00
|
| | 1.000 | 683.00
|
| | 0.000 | 0.00
|
| | |
|
0073 4310.60 | 750.00 | 1.000 | 750.00
|
1500 mm FLARED-END SECTION | EACH | 1.000 | 750.00
|
| | 2.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4310.66 | 828.00 | 1.000 | 828.00
|
1650 mm FLARED-END SECTION | EACH | 1.000 | 828.00
|
| | 1.000 | 828.00
|
| | 0.000 | 0.00
|
| | |
|
0075 6105.02 | 22.54 | 1,774.000 | 39,985.96
|
ROCK RIPRAP, TYPE B | Mg | 1,491.000 | 33,607.14
|
| | 1,559.080 | 35,141.66
|
| | 0.000 | 0.00
|
| | |
|
6001 4051.12 | 28.555 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 117.557 | 3,356.84
|
| | 124.677 | 3,560.15
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 765,508.99
|
| | Current | 763,211.23
|
| | In place | 717,974.53
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0076 L001.01 | 1,635.38 | 52.500 | 85,857.45
|
SEEDING, TYPE A | ha | 52.500 | 85,857.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 L032.75 | 73.76 | 236.000 | 17,407.36
|
MULCH | Mg | 236.000 | 17,407.36
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0078 0030.50 | 1.00 | 1.000 | 1.00
|
MOBILIZATION | LS | 1.000 | 1.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 103,265.81
|
| | Current | 103,265.81
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 256+84.439 LT. | | |
|
0117 0030.60 | 27,611.00 | 1.000 | 27,611.00
|
MOBILIZATION | LS | 1.000 | 27,611.00
|
| | 0.994 | 27,445.33
|
| | 0.000 | 0.00
|
| | |
|
0118 1010.01 | 5.07 | 215.000 | 1,090.05
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 215.000 | 1,090.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0119 1043.50 | 1.15 | 500.000 | 575.00
|
RIPRAP FILTER FABRIC | m2 | 500.000 | 575.00
|
| | 460.384 | 529.45
|
| | 0.000 | 0.00
|
| | |
|
0120 3050.15 | 229.73 | 125.400 | 28,808.14
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 125.400 | 28,808.14
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0121 3051.10 | 1.21 | 6,705.000 | 8,113.05
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 6,705.000 | 8,113.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0122 6000.10 | 2,739.00 | 1.000 | 2,739.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,739.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0123 6000.11 | 2,739.00 | 1.000 | 2,739.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,739.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0124 6005.35 | 133.57 | 25.680 | 3,430.08
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 25.680 | 3,430.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0125 6010.22 | 286.56 | 51.800 | 14,843.81
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 51.800 | 14,843.81
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0126 6010.26 | 320.52 | 76.400 | 24,487.73
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 76.400 | 24,487.73
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 6011.11 | 39,352.00 | 1.000 | 39,352.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 39,352.00
|
AT STA. 256+84.439 LT. | | 1.000 | 39,352.00
|
| | 0.000 | 0.00
|
| | |
|
0128 6080.00 | 4.12 | 2,370.000 | 9,764.40
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 2,370.000 | 9,764.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0129 6105.01 | 29.07 | 27.000 | 784.89
|
ROCK RIPRAP, TYPE A | Mg | 27.000 | 784.89
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0130 6105.03 | 26.08 | 665.000 | 17,343.20
|
ROCK RIPRAP, TYPE C | Mg | 665.000 | 17,343.20
|
| | 383.710 | 10,007.16
|
| | 0.000 | 0.00
|
| | |
|
0131 6131.50 | 1.21 | 10,540.000 | 12,753.40
|
EPOXY COATED REINFORCING STEEL | kg | 10,540.000 | 12,753.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0132 6210.50 | 58.59 | 732.800 | 42,934.75
|
PIPE PILING | m | 732.800 | 42,934.75
|
| | 709.070 | 41,544.42
|
| | 0.000 | 0.00
|
| | |
|
0133 6310.00 | 92.56 | 351.700 | 32,553.35
|
STEEL SHEET PILING | m2 | 351.700 | 32,553.35
|
| | 352.044 | 32,585.19
|
| | 0.000 | 0.00
|
| | |
|
0134 8091.00 | 18.97 | 240.000 | 4,552.80
|
GRANULAR BACKFILL | m3 | 240.000 | 4,552.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
6007 6210.60 | 35.154 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | m | 13.510 | 474.93
|
| | 23.730 | 834.20
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 256+84.439 LT. | | Contracted | 274,475.65
|
| | Current | 274,950.58
|
| | In place | 152,297.75
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 256+84.439 RT. | | |
|
0135 0030.60 | 27,450.00 | 1.000 | 27,450.00
|
MOBILIZATION | LS | 1.000 | 27,450.00
|
| | 0.985 | 27,038.25
|
| | 0.000 | 0.00
|
| | |
|
0136 1010.01 | 5.07 | 215.000 | 1,090.05
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 215.000 | 1,090.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 1043.50 | 1.15 | 425.000 | 488.75
|
RIPRAP FILTER FABRIC | m2 | 425.000 | 488.75
|
| | 335.334 | 385.63
|
| | 0.000 | 0.00
|
| | |
|
0138 3050.15 | 229.18 | 125.400 | 28,739.17
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 125.400 | 28,739.17
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0139 3051.10 | 1.21 | 6,705.000 | 8,113.05
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 6,705.000 | 8,113.05
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0140 6000.10 | 2,739.00 | 1.000 | 2,739.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,739.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0141 6000.11 | 2,739.00 | 1.000 | 2,739.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,739.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0142 6005.35 | 133.57 | 25.680 | 3,430.08
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 25.680 | 3,430.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0143 6010.22 | 286.56 | 51.800 | 14,843.81
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 51.800 | 14,843.81
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0144 6010.26 | 320.39 | 76.400 | 24,477.80
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 76.400 | 24,477.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0145 6011.11 | 39,352.00 | 1.000 | 39,352.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 39,352.00
|
AT STA. 256+84.439 RT. | | 1.000 | 39,352.00
|
| | 0.000 | 0.00
|
| | |
|
0146 6080.00 | 4.12 | 2,370.000 | 9,764.40
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 2,370.000 | 9,764.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 6105.01 | 29.07 | 27.000 | 784.89
|
ROCK RIPRAP, TYPE A | Mg | 27.000 | 784.89
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 6105.03 | 26.07 | 570.000 | 14,859.90
|
ROCK RIPRAP, TYPE C | Mg | 570.000 | 14,859.90
|
| | 359.210 | 9,364.60
|
| | 0.000 | 0.00
|
| | |
|
0149 6131.50 | 1.21 | 10,540.000 | 12,753.40
|
EPOXY COATED REINFORCING STEEL | kg | 10,540.000 | 12,753.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0150 6210.50 | 58.51 | 732.800 | 42,876.13
|
PIPE PILING | m | 732.800 | 42,876.13
|
| | 713.350 | 41,738.11
|
| | 0.000 | 0.00
|
| | |
|
0151 6310.00 | 88.98 | 351.700 | 31,294.27
|
STEEL SHEET PILING | m2 | 351.700 | 31,294.27
|
| | 352.044 | 31,324.88
|
| | 0.000 | 0.00
|
| | |
|
0152 8091.00 | 18.97 | 240.000 | 4,552.80
|
GRANULAR BACKFILL | m3 | 240.000 | 4,552.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
6008 6210.60 | 35.106 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | m | 14.320 | 502.72
|
| | 19.450 | 682.81
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6C BRIDGE AT STA. 256+84.439 RT. | | Contracted | 270,348.49
|
| | Current | 270,851.21
|
| | In place | 149,886.28
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6E BRIDGE AT STA. 353+11.25 | | |
|
0187 0030.60 | 715,666.00 | 1.000 | 715,666.00
|
MOBILIZATION | LS | 1.000 | 715,666.00
|
| | 1.000 | 715,666.00
|
| | 0.000 | 0.00
|
| | |
|
0188 1043.50 | 1.15 | 54.000 | 62.10
|
RIPRAP FILTER FABRIC | m2 | 54.000 | 62.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0189 3050.15 | 203.06 | 290.400 | 58,968.62
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 297.600 | 60,430.66
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0190 3051.10 | 1.19 | 23,351.000 | 27,787.69
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 23,828.000 | 28,355.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0191 6000.10 | 2,882.00 | 1.000 | 2,882.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,882.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0192 6000.11 | 2,882.00 | 1.000 | 2,882.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,882.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0193 6000.20 | 42,283.00 | 1.000 | 42,283.00
|
PIER NO.1 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0194 6000.21 | 50,578.00 | 1.000 | 50,578.00
|
PIER NO.2 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0195 6000.22 | 49,441.00 | 1.000 | 49,441.00
|
PIER NO.3 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0196 6000.23 | 38,009.00 | 1.000 | 38,009.00
|
PIER NO.4 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0197 6000.24 | 37,831.00 | 1.000 | 37,831.00
|
PIER NO.5 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0198 6000.25 | 40,361.00 | 1.000 | 40,361.00
|
PIER NO.6 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0199 6000.26 | 35,685.00 | 1.000 | 35,685.00
|
PIER NO.7 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0200 6000.27 | 26,376.00 | 1.000 | 26,376.00
|
PIER NO.8 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0201 6000.28 | 49,078.00 | 1.000 | 49,078.00
|
PIER NO.9 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0202 6000.29 | 47,739.00 | 1.000 | 47,739.00
|
PIER NO.10 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0203 6000.30 | 43,631.00 | 1.000 | 43,631.00
|
PIER NO.11 EXCAVATION | LS | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0204 6004.50 | 3,065.12 | 26.600 | 81,532.19
|
EXPANSION JOINT | m | 26.600 | 81,532.19
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0205 6005.78 | 1,021.99 | 160.000 | 163,518.40
|
EXPANSION BEARING, TFE TYPE | EACH | 32.000 | 32,703.68
|
| | 24.000 | 24,527.76
|
| | 0.000 | 0.00
|
| | |
|
0206 6005.83 | 784.00 | 32.000 | 25,088.00
|
FIXED BEARING | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0207 6010.22 | 272.38 | 2,200.600 | 599,399.43
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0208 6010.26 | 284.70 | 4,049.200 | 1,152,807.24
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 4,178.900 | 1,189,732.83
|
| | 606.160 | 172,573.75
|
| | 0.000 | 0.00
|
| | |
|
0209 6011.11 | 2,108,775.00 | 1.000 | 2,108,775.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 2,108,775.00
|
AT STA. 353+11.25 | | 0.921 | 1,942,181.79
|
| | 0.000 | 0.00
|
| | |
|
0210 6095.00 | 1,250.89 | 14.000 | 17,512.46
|
STEEL DIAPHRAGM | EACH | 14.000 | 17,512.46
|
| | 14.000 | 17,512.46
|
| | 0.000 | 0.00
|
| | |
|
0211 6105.03 | 24.89 | 968.000 | 24,093.52
|
ROCK RIPRAP, TYPE C | Mg | 968.000 | 24,093.52
|
| | 351.620 | 8,751.82
|
| | 0.000 | 0.00
|
| | |
|
0212 6131.50 | 1.19 | 776,700.000 | 924,273.00
|
EPOXY COATED REINFORCING STEEL | kg | 719,256.000 | 855,914.64
|
| | 300,467.704 | 357,556.58
|
| | 75,516.000 | 89,864.04
|
| | |
|
0213 6139.50 | 18.34 | 146.600 | 2,688.64
|
SUBSURFACE DRAINAGE MATTING | m2 | 146.600 | 2,688.64
|
| | 146.300 | 2,683.14
|
| | 0.000 | 0.00
|
| | |
|
0214 6200.00 | 64.26 | 9,794.800 | 629,413.85
|
CONCRETE PILING | m | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0215 6210.12 | 54.13 | 46.000 | 2,489.98
|
HP 250 mm X 62 kg STEEL PILING | m | 46.000 | 2,489.98
|
| | 46.000 | 2,489.98
|
| | 0.000 | 0.00
|
| | |
|
0216 6210.50 | 72.48 | 1,402.000 | 101,616.96
|
PIPE PILING | m | 1,402.000 | 101,616.96
|
| | 1,489.900 | 107,987.95
|
| | -0.600 | -43.49
|
| | |
|
0217 6251.00 | 1,281.29 | 13.000 | 16,656.77
|
TEST PILE | EACH | 2.000 | 2,562.58
|
| | 2.000 | 2,562.58
|
| | 0.000 | 0.00
|
| | |
|
0218 6310.00 | 83.92 | 346.900 | 29,111.85
|
STEEL SHEET PILING | m2 | 346.900 | 29,111.85
|
| | 346.900 | 29,111.84
|
| | 173.445 | 14,555.50
|
| | |
|
0219 6404.16 | 123.49 | 33.600 | 4,149.26
|
1.8 m PEDESTRIAN RAILING (CHAIN LINK TYPE) | m | 33.600 | 4,149.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0220 6415.00 | 16,254.00 | 1.000 | 16,254.00
|
DRAINAGE SYSTEM | EACH | 1.000 | 16,254.00
|
AT STA. 353+13 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0221 6600.02 | 25.29 | 201.600 | 5,098.46
|
50 mm CONDUIT IN BRIDGE | m | 201.600 | 5,098.46
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0222 8091.00 | 19.85 | 467.000 | 9,269.95
|
GRANULAR BACKFILL | m3 | 467.000 | 9,269.95
|
| | 233.500 | 4,634.98
|
| | 0.000 | 0.00
|
| | |
|
4002 6005.35 | 137.00 | 0.000 | 0.00
|
PRECOMPRESSED POLYURETHANE FOAM JOINT | m | 53.200 | 7,288.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4003 6251.06 | 53,700.00 | 0.000 | 0.00
|
BEARING LOAD TEST | EACH | 1.000 | 53,700.00
|
| | 1.000 | 53,700.00
|
| | 0.000 | 0.00
|
| | |
|
4004 A900.10 | 461.25 | 0.000 | 0.00
|
ADDITIONAL WORK | EACH | 9.000 | 4,151.25
|
Monitoring of Drilled Shaft | | 6.000 | 2,767.50
|
| | 0.000 | 0.00
|
| | |
|
4005 6310.01 | 117.53 | 0.000 | 0.00
|
STEEL SHEET PILING | m2 | 723.530 | 85,036.48
|
Curtain Wall Sheet Pile | | 671.904 | 78,968.88
|
| | 0.000 | 0.00
|
| | |
|
4006 6010.26 | 313.60 | 0.000 | 0.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 1,078.060 | 338,079.62
|
Substructure | | 1,042.146 | 326,816.99
|
| | 50.460 | 15,824.26
|
| | |
|
4007 6255.00 | 1,243.91 | 0.000 | 0.00
|
DRILLED CAISSON | m | 911.960 | 1,134,396.16
|
1675mm | | 944.061 | 1,174,326.92
|
| | 0.000 | 0.00
|
| | |
|
4008 0025.10 | 188,969.60 | 0.000 | 0.00
|
VALUE ENGINEERING ADJUSTMENT | LS | 1.000 | 188,969.60
|
Drilled Shaft Proposal | | 1.000 | 188,969.60
|
| | 0.000 | 0.00
|
| | |
|
6002 6210.61 | 144.96 | 0.000 | 0.00
|
PILE SPLICE | EACH | 2.000 | 289.92
|
Pipe Piling | | 2.000 | 289.92
|
| | 0.000 | 0.00
|
| | |
|
6003 6210.50 | 72.48 | 0.000 | 0.00
|
PIPE PILING | m | 6.000 | 434.88
|
Additional length to reach design bearing capacity. | | 0.520 | 37.69
|
| | 0.000 | 0.00
|
| | |
|
6004 6960.03 | 750.00 | 0.000 | 0.00
|
ADDITIONAL SOIL-SETUP FACTOR | EACH | 1.000 | 750.00
|
Abutment No. 2 | | 1.000 | 750.00
|
| | 0.000 | 0.00
|
| | |
|
6005 6210.60 | 43.49 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | m | 5.480 | 238.33
|
| | 5.480 | 238.33
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6E BRIDGE AT STA. 353+11.25 | | Contracted | 7,183,009.38
|
| | Current | 7,107,118.72
|
| | In place | 5,215,106.46
|
| | This Estimate | 120,200.31
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0223 0001.08 | 0.50 | 300.000 | 150.00
|
BARRICADE, TYPE II | BDAY | 300.000 | 150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0224 0001.10 | 0.79 | 31,046.000 | 24,526.34
|
BARRICADE, TYPE III | BDAY | 31,046.000 | 24,526.34
|
| | 1,730.000 | 1,366.70
|
| | 152.000 | 120.08
|
| | |
|
0225 0001.30 | 1.05 | 4,350.000 | 4,567.50
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 4,350.000 | 4,567.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0226 0001.75 | 5.27 | 80.000 | 421.60
|
TEMPORARY SIGN DAY | EACH | 80.000 | 421.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0227 0001.90 | 0.53 | 22,346.000 | 11,843.38
|
SIGN DAY | EACH | 22,346.000 | 11,843.38
|
| | 4,986.000 | 2,642.58
|
| | 270.000 | 143.10
|
| | |
|
0228 0003.10 | 210.65 | 40.000 | 8,426.00
|
FLAGGING | DAY | 40.000 | 8,426.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0229 0010.04 | 3,035.00 | 1.000 | 3,035.00
|
FIELD OFFICE | EACH | 1.000 | 3,035.00
|
| | 1.000 | 3,035.00
|
| | 0.000 | 0.00
|
| | |
|
0230 0030.00 | 1.00 | 1.000 | 1.00
|
MOBILIZATION | LS | 1.000 | 1.00
|
| | 1.000 | 1.00
|
| | 0.000 | 0.00
|
| | |
|
0231 1017.00 | 97,756.00 | 1.000 | 97,756.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 97,756.00
|
| | 0.600 | 58,653.60
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 150,726.82
|
| | Current | 150,726.82
|
| | In place | 65,698.88
|
| | This Estimate | 263.18
|
| | |
|
Totals for contract | | Contracted | 10,598,858.45
|
---|
| | Current | 10,521,668.95
|
---|
| | In place | 7,014,517.11
|
---|
| | This Estimate | 166,994.41
|
---|