| | | 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+40.11 | | |
|
0001 L006.00 | 115.00 | 1.000 | 115.00
|
COVER CROP SEEDING | ha | 1.000 | 115.00
|
| | 1.600 | 184.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L021.00 | 16.68 | 75.000 | 1,251.00
|
EROSION CHECKS | BALE | 75.000 | 1,251.00
|
| | 75.000 | 1,251.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0001.10 | 1.44 | 1,050.000 | 1,512.00
|
BARRICADE, TYPE III | BDAY | 1,050.000 | 1,512.00
|
| | 1,361.000 | 1,959.84
|
| | 0.000 | 0.00
|
| | |
|
0004 0001.30 | 1.44 | 210.000 | 302.40
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 210.000 | 302.40
|
| | 157.000 | 226.08
|
| | 0.000 | 0.00
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| | |
|
0005 0001.90 | 1.44 | 1,050.000 | 1,512.00
|
SIGN DAY | EACH | 1,050.000 | 1,512.00
|
| | 1,298.000 | 1,869.12
|
| | 0.000 | 0.00
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| | |
|
0006 0030.60 | 13,110.00 | 1.000 | 13,110.00
|
MOBILIZATION | LS | 1.000 | 13,110.00
|
| | 1.000 | 13,110.00
|
| | 0.000 | 0.00
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| | |
|
0007 1009.00 | 805.00 | 1.000 | 805.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 805.00
|
| | 1.000 | 805.00
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| | 0.000 | 0.00
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| | |
|
0008 1010.01 | 3.01 | 529.000 | 1,592.29
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 529.000 | 1,592.29
|
| | 529.000 | 1,592.29
|
| | 0.000 | 0.00
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| | |
|
0009 1011.00 | 4.60 | 25.000 | 115.00
|
WATER | kL | 25.000 | 115.00
|
| | 108.000 | 496.80
|
| | 0.000 | 0.00
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| | |
|
0010 1030.00 | 1.48 | 3,634.000 | 5,378.32
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 3,634.000 | 5,378.32
|
| | 3,634.000 | 5,378.32
|
| | 0.000 | 0.00
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| | |
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0011 4050.01 | 7.52 | 312.000 | 2,346.24
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 312.000 | 2,346.24
|
| | 312.000 | 2,346.24
|
| | 0.000 | 0.00
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| | |
|
0012 4100.06 | 1,069.50 | 0.600 | 641.70
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 0.600 | 641.70
|
| | 0.600 | 641.70
|
| | 0.000 | 0.00
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| | |
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0013 4150.00 | 2.63 | 38.000 | 99.94
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REINFORCING STEEL FOR HEADWALL | kg | 38.000 | 99.94
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| | 38.000 | 99.94
|
| | 0.000 | 0.00
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| | |
|
0014 4350.24 | 71.76 | 92.600 | 6,644.98
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600 mm CORRUGATED METAL PIPE | m | 92.600 | 6,644.98
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| | 92.500 | 6,637.80
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| | 0.000 | 0.00
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| | |
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0015 4360.24 | 128.23 | 2.000 | 256.46
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600 mm METAL FLARED-END SECTION | EACH | 2.000 | 256.46
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| | 2.000 | 256.46
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| | 0.000 | 0.00
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| | |
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0016 6000.10 | 1,725.00 | 1.000 | 1,725.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,725.00
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| | 1.000 | 1,725.00
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| | 0.000 | 0.00
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| | |
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0017 6000.11 | 1,725.00 | 1.000 | 1,725.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,725.00
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| | 1.000 | 1,725.00
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| | 0.000 | 0.00
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| | |
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0018 6001.00 | 1,955.00 | 1.000 | 1,955.00
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BENT NO.1 EXCAVATION | LS | 1.000 | 1,955.00
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| | 1.000 | 1,955.00
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| | 0.000 | 0.00
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| | |
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0019 6001.01 | 1,955.00 | 1.000 | 1,955.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 1,955.00
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| | 1.000 | 1,955.00
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| | 0.000 | 0.00
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0020 6010.22 | 426.91 | 136.100 | 58,102.45
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 129.200 | 55,156.77
|
| | 129.610 | 55,331.81
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| | 0.000 | 0.00
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| | |
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0021 6010.26 | 488.22 | 124.700 | 60,881.03
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 124.700 | 60,881.03
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| | 124.700 | 60,881.04
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| | 0.000 | 0.00
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| | |
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0022 6020.00 | 1.33 | 20,775.000 | 27,630.75
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REINFORCING STEEL FOR BRIDGE | kg | 20,610.000 | 27,411.30
|
| | 20,512.000 | 27,280.96
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| | 0.000 | 0.00
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0023 6040.00 | 1,725.00 | 1.000 | 1,725.00
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REMOVE STRUCTURE | EACH | 1.000 | 1,725.00
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AT STA. 12+41.30 | | 1.000 | 1,725.00
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| | 0.000 | 0.00
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0024 6080.00 | 4.19 | 650.000 | 2,723.50
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STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 650.000 | 2,723.50
|
| | 650.000 | 2,723.50
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| | 0.000 | 0.00
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| | |
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0025 6105.02 | 48.18 | 406.000 | 19,561.08
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ROCK RIPRAP, TYPE B | Mg | 406.000 | 19,561.08
|
| | 356.900 | 17,195.44
|
| | 0.000 | 0.00
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| | |
|
0026 6200.00 | 84.97 | 405.000 | 34,412.85
|
CONCRETE PILING | m | 376.385 | 31,981.43
|
| | 375.990 | 31,947.87
|
| | 0.000 | 0.00
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| | |
|
0027 7020.00 | 1,373.10 | 4.000 | 5,492.40
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,492.40
|
| | 4.000 | 5,492.40
|
| | 0.000 | 0.00
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| | |
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0028 7021.45 | 1,158.05 | 4.000 | 4,632.20
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BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 4,632.20
|
| | 4.000 | 4,632.20
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| | 0.000 | 0.00
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| | |
|
0029 8091.00 | 23.31 | 510.000 | 11,888.10
|
GRANULAR BACKFILL | m3 | 6.150 | 143.36
|
| | 6.150 | 143.36
|
| | 0.000 | 0.00
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| | |
|
4000 6210.59 | 50.98 | 0.000 | 0.00
|
PAY CUT-OFF | m | 28.615 | 1,458.79
|
CONCRETE PILING, TYPE I | | 28.615 | 1,458.79
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| | 0.000 | 0.00
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| | |
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4001 1043.50 | 3.96 | 0.000 | 0.00
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RIPRAP FILTER FABRIC | m2 | 374.000 | 1,481.04
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| | 374.000 | 1,481.04
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| | 0.000 | 0.00
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4002 6000.09 | 10.50 | 0.000 | 0.00
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ADDITIONAL EXCAVATION FOR BACKFILL OR EMBANKMENT FOR BRIDGES | m3 | 273.000 | 2,866.50
|
| | 273.000 | 2,866.50
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 12+40.11 | | Contracted | 270,091.69
|
| | Current | 258,556.73
|
| | In place | 257,374.50
|
| | This Estimate | 0.00
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GROUP 6A BRIDGE AT STA. 14+08.50 | | |
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0030 L006.00 | 115.00 | 0.500 | 57.50
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COVER CROP SEEDING | ha | 0.500 | 57.50
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| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0031 L021.00 | 16.68 | 30.000 | 500.40
|
EROSION CHECKS | BALE | 30.000 | 500.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0032 0001.10 | 1.44 | 900.000 | 1,296.00
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BARRICADE, TYPE III | BDAY | 900.000 | 1,296.00
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| | 401.000 | 577.44
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| | 36.000 | 51.84
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| | |
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0033 0001.30 | 1.44 | 270.000 | 388.80
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 270.000 | 388.80
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| | 160.000 | 230.40
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| | 0.000 | 0.00
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0034 0001.90 | 1.44 | 990.000 | 1,425.60
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SIGN DAY | EACH | 990.000 | 1,425.60
|
| | 792.000 | 1,140.48
|
| | 54.000 | 77.76
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0035 0030.60 | 13,110.00 | 1.000 | 13,110.00
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MOBILIZATION | LS | 1.000 | 13,110.00
|
| | 1.000 | 13,110.00
|
| | 0.000 | 0.00
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0036 1009.00 | 575.00 | 1.000 | 575.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 575.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0037 1011.00 | 4.60 | 25.000 | 115.00
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WATER | kL | 25.000 | 115.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0038 1030.00 | 1.48 | 4,134.000 | 6,118.32
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EARTHWORK MEASURED IN EMBANKMENT | m3 | 4,134.000 | 6,118.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0039 1043.50 | 3.96 | 257.000 | 1,017.72
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RIPRAP FILTER FABRIC | m2 | 257.000 | 1,017.72
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| | 200.000 | 792.00
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| | 0.000 | 0.00
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0040 1300.18 | 45.08 | 10.000 | 450.80
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450 mm DRIVEWAY CULVERT PIPE | m | 10.000 | 450.80
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0041 4310.18 | 109.25 | 2.000 | 218.50
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450 mm FLARED-END SECTION | EACH | 2.000 | 218.50
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0042 6000.10 | 1,725.00 | 1.000 | 1,725.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,725.00
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| | 1.000 | 1,725.00
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| | 0.000 | 0.00
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0043 6000.11 | 1,725.00 | 1.000 | 1,725.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,725.00
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| | 1.000 | 1,725.00
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| | 0.000 | 0.00
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0044 6005.78 | 1,620.35 | 4.000 | 6,481.40
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EXPANSION BEARING, TFE TYPE | EACH | 4.000 | 6,481.40
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| | 4.000 | 6,481.40
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| | 0.000 | 0.00
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0045 6005.83 | 903.90 | 4.000 | 3,615.60
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FIXED BEARING | EACH | 4.000 | 3,615.60
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| | 4.000 | 3,615.60
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| | 0.000 | 0.00
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0046 6010.22 | 406.36 | 88.000 | 35,759.68
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 88.000 | 35,759.68
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| | 88.000 | 35,759.68
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| | 0.000 | 0.00
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0047 6010.26 | 442.60 | 86.600 | 38,329.16
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 86.600 | 38,329.16
|
| | 86.600 | 38,329.16
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| | 61.200 | 27,087.12
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0048 6011.11 | 60,260.00 | 1.000 | 60,260.00
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PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 60,260.00
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AT STA. 14+08.5 | | 1.000 | 60,260.00
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| | 0.000 | 0.00
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|
0049 6020.00 | 1.35 | 8,960.000 | 12,096.00
|
REINFORCING STEEL FOR BRIDGE | kg | 8,960.000 | 12,096.00
|
| | 8,960.000 | 12,096.01
|
| | 6,377.200 | 8,609.22
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0050 6040.00 | 1,840.00 | 1.000 | 1,840.00
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REMOVE STRUCTURE | EACH | 1.000 | 1,840.00
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AT STA. 14+13 | | 0.000 | 0.00
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| | 0.000 | 0.00
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|
0051 6080.00 | 5.90 | 188.000 | 1,109.20
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 188.000 | 1,109.20
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| | 188.000 | 1,109.20
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| | 188.000 | 1,109.20
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0052 6105.02 | 48.29 | 247.000 | 11,927.63
|
ROCK RIPRAP, TYPE B | Mg | 247.000 | 11,927.63
|
| | 200.000 | 9,658.00
|
| | 0.000 | 0.00
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0053 6200.00 | 87.92 | 192.600 | 16,933.39
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CONCRETE PILING | m | 149.292 | 13,125.75
|
| | 149.292 | 13,125.76
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| | 0.000 | 0.00
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0054 7020.00 | 1,373.10 | 4.000 | 5,492.40
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,492.40
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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|
0055 7021.45 | 1,158.05 | 4.000 | 4,632.20
|
BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 4,632.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0056 8091.00 | 23.32 | 425.000 | 9,911.00
|
GRANULAR BACKFILL | m3 | 6.150 | 143.42
|
| | 5.120 | 119.40
|
| | 0.000 | 0.00
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|
4000 6210.59 | 52.75 | 0.000 | 0.00
|
PAY CUT-OFF | m | 43.308 | 2,284.50
|
CONCRETE PILING, TYPE I | | 43.308 | 2,284.50
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| | 0.000 | 0.00
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4001 6000.09 | 10.50 | 0.000 | 0.00
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ADDITIONAL EXCAVATION FOR BACKFILL OR EMBANKMENT FOR BRIDGES | m3 | 374.000 | 3,927.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
GROUP 6A BRIDGE AT STA. 14+08.50 | | Contracted | 237,111.30
|
| | Current | 229,747.58
|
| | In place | 202,139.03
|
| | This Estimate | 36,935.14
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| | |
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Totals for contract | | Contracted | 507,202.99
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| | Current | 488,304.31
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| | In place | 459,513.53
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| | This Estimate | 36,935.14
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