| | | 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. 255+72.1 | | |
|
0001 0030.60 | 34,000.00 | 1.000 | 34,000.00
|
MOBILIZATION | LS | 1.000 | 34,000.00
|
| | 1.000 | 34,000.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1010.01 | 19.50 | 40.000 | 780.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 40.000 | 780.00
|
| | 40.000 | 780.00
|
| | 0.000 | 0.00
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| | |
|
0003 1043.50 | 3.00 | 843.000 | 2,529.00
|
RIPRAP FILTER FABRIC | m2 | 843.000 | 2,529.00
|
| | 874.000 | 2,622.00
|
| | 0.000 | 0.00
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| | |
|
0004 3050.15 | 242.00 | 108.900 | 26,353.80
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 108.900 | 26,353.80
|
| | 108.900 | 26,353.80
|
| | 0.000 | 0.00
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| | |
|
0005 3051.10 | 1.32 | 7,804.000 | 10,301.28
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 7,804.000 | 10,301.28
|
| | 7,804.000 | 10,301.28
|
| | 0.000 | 0.00
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| | |
|
0006 6000.10 | 2,000.00 | 1.000 | 2,000.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
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| | 0.000 | 0.00
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| | |
|
0007 6000.11 | 2,000.00 | 1.000 | 2,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
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| | |
|
0008 6001.50 | 8,000.00 | 1.000 | 8,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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| | |
|
0009 6001.51 | 8,000.00 | 1.000 | 8,000.00
|
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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| | |
|
0010 6010.22 | 405.50 | 117.200 | 47,524.60
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 117.200 | 47,524.60
|
| | 117.200 | 47,524.60
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| | 0.000 | 0.00
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| | |
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0011 6010.26 | 405.50 | 105.100 | 42,618.05
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 105.100 | 42,618.05
|
| | 105.100 | 42,618.05
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| | 0.000 | 0.00
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| | |
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0012 6040.00 | 9,000.00 | 1.000 | 9,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 9,000.00
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AT STA. 255+72.1 | | 1.000 | 9,000.00
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| | 0.000 | 0.00
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| | |
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0013 6080.00 | 6.60 | 550.000 | 3,630.00
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STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 550.000 | 3,630.00
|
| | 550.000 | 3,630.00
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| | 0.000 | 0.00
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| | |
|
0014 6105.02 | 35.25 | 843.000 | 29,715.75
|
ROCK RIPRAP, TYPE B | Mg | 843.000 | 29,715.75
|
| | 669.007 | 23,582.50
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| | 0.000 | 0.00
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| | |
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0015 6131.50 | 1.32 | 18,265.000 | 24,109.80
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EPOXY COATED REINFORCING STEEL | kg | 17,734.750 | 23,409.87
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| | 18,773.270 | 24,780.72
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| | 4,468.270 | 5,898.12
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| | |
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0016 6200.00 | 98.50 | 441.800 | 43,517.30
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CONCRETE PILING | m | 441.800 | 43,517.30
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| | 441.800 | 43,517.30
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| | 0.000 | 0.00
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| | |
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0017 6310.00 | 140.00 | 292.700 | 40,978.00
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STEEL SHEET PILING | m2 | 232.700 | 32,578.00
|
| | 250.920 | 35,128.80
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| | 0.000 | 0.00
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| | |
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0018 8091.00 | 30.00 | 109.000 | 3,270.00
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GRANULAR BACKFILL | m3 | 109.000 | 3,270.00
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| | 109.000 | 3,270.00
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| | 0.000 | 0.00
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| | |
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4001 1101.00 | 5.25 | 0.000 | 0.00
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REMOVE PAVEMENT | m2 | 316.000 | 1,659.00
|
bridge approach's | | 316.000 | 1,659.00
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| | 0.000 | 0.00
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| | |
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4002 1135.58 | 4,725.00 | 0.000 | 0.00
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REMOVE CONCRETE OBSTRUCTION | LS | 1.000 | 4,725.00
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Remove Broken Concrete | | 1.000 | 4,725.00
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| | 0.000 | 0.00
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| | |
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4003 6131.50 | 2.17 | 0.000 | 0.00
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EPOXY COATED REINFORCING STEEL | kg | 534.000 | 1,158.78
|
Additional | | 534.000 | 1,158.78
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| | 534.000 | 1,158.78
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| | |
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4004 2015.00 | 18.17 | 0.000 | 0.00
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CRUSHED ROCK BEDDING | Mg | 115.292 | 2,094.86
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| | 104.557 | 1,899.80
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| | 0.000 | 0.00
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4005 6310.15 | 84.00 | 0.000 | 0.00
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PAY CUT-OFF FOR STEEL SHEET PILING | m2 | 60.000 | 5,040.00
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see metric spec.70305.05 paragraph 2 | | 40.510 | 3,402.84
|
| | 0.000 | 0.00
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| | |
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4006 6131.50 | 2.0549 | 0.000 | 0.00
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EPOXY COATED REINFORCING STEEL | kg | 1,742.280 | 3,580.21
|
additional | | 1,742.480 | 3,580.62
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| | 0.000 | 0.00
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| | |
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4007 6040.90 | 859.95 | 0.000 | 0.00
|
REMOVAL OF ABUTMENT | LS | 1.000 | 859.95
|
additional | | 1.000 | 859.95
|
| | 0.000 | 0.00
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| | |
|
4008 6131.50 | 0.652 | 0.000 | 0.00
|
EPOXY COATED REINFORCING STEEL | kg | 530.250 | 345.72
|
Placed in State Inventory | | 530.250 | 345.72
|
| | 0.000 | 0.00
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| | |
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GROUP 6 BRIDGE AT STA. 255+72.1 | | Contracted | 338,327.58
|
| | Current | 348,691.17
|
| | In place | 344,740.76
|
| | This Estimate | 7,056.90
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| | |
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GROUP 7 GUARDRAIL | | |
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0019 0030.70 | 2,500.00 | 1.000 | 2,500.00
|
MOBILIZATION | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
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| | 0.000 | 0.00
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| | |
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0020 7011.20 | 53.13 | 19.100 | 1,014.78
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W-BEAM GUARDRAIL | m | 19.100 | 1,014.78
|
| | 19.100 | 1,014.78
|
| | 0.000 | 0.00
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| | |
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0021 7017.00 | 8.44 | 74.000 | 624.56
|
REMOVE GUARDRAIL | m | 74.000 | 624.56
|
| | 106.000 | 894.64
|
| | 0.000 | 0.00
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| | |
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0022 7020.00 | 1,130.50 | 4.000 | 4,522.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,522.00
|
| | 4.000 | 4,522.00
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| | 0.000 | 0.00
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| | |
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0023 7021.70 | 1,766.00 | 3.000 | 5,298.00
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GUARDRAIL END TREATMENT, SRT-350 | EACH | 3.000 | 5,298.00
|
| | 3.000 | 5,298.00
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| | 0.000 | 0.00
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| | |
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0024 7022.00 | 440.00 | 1.000 | 440.00
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END ANCHORAGE ASSEMBLY | EACH | 1.000 | 440.00
|
| | 1.000 | 440.00
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| | 0.000 | 0.00
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| | |
|
GROUP 7 GUARDRAIL | | Contracted | 14,399.34
|
| | Current | 14,399.34
|
| | In place | 14,669.42
|
| | This Estimate | 0.00
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GROUP 9 BITUMINOUS | | |
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0025 L001.02 | 2,500.00 | 0.050 | 125.00
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SEEDING, TYPE B | ha | 0.050 | 125.00
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| | 1.000 | 2,500.00
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| | 0.000 | 0.00
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| | |
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0026 L020.00 | 2.10 | 193.200 | 405.72
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EROSION CONTROL | m2 | 193.200 | 405.72
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| | 193.200 | 405.72
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| | 0.000 | 0.00
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| | |
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0027 L022.75 | 20.50 | 37.000 | 758.50
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TEMPORARY SILT CHECK | m | 37.000 | 758.50
|
| | 37.000 | 758.50
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| | 0.000 | 0.00
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| | |
|
0028 L032.75 | 220.40 | 0.250 | 55.10
|
MULCH | Mg | 0.250 | 55.10
|
| | 6.168 | 1,359.43
|
| | 0.000 | 0.00
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| | |
|
0029 0002.40 | 36.00 | 43.500 | 1,566.00
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TEMPORARY SOLID LINES | StaM | 43.500 | 1,566.00
|
| | 32.000 | 1,152.00
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| | 0.000 | 0.00
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0030 0002.45 | 33.00 | 26.300 | 867.90
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TEMPORARY BROKEN LINES | StaM | 26.300 | 867.90
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| | 16.000 | 528.00
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| | 0.000 | 0.00
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0031 0030.90 | 34,050.00 | 1.000 | 34,050.00
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MOBILIZATION | LS | 1.000 | 34,050.00
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| | 1.000 | 34,050.00
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| | 0.000 | 0.00
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0032 1009.00 | 2,000.00 | 1.000 | 2,000.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,000.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0033 1030.00 | 15.00 | 52.000 | 780.00
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EARTHWORK MEASURED IN EMBANKMENT | m3 | 52.000 | 780.00
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| | 52.000 | 780.00
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| | 0.000 | 0.00
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0034 1102.00 | 5.75 | 1,052.000 | 6,049.00
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REMOVE ASPHALT SURFACE | m2 | 1,052.000 | 6,049.00
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| | 1,052.000 | 6,049.00
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| | 0.000 | 0.00
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0035 4004.50 | 4.95 | 224.000 | 1,108.80
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CAST IRON GRATE AND FRAME | kg | 224.000 | 1,108.80
|
| | 224.000 | 1,108.80
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| | 0.000 | 0.00
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0036 4040.10 | 250.00 | 4.000 | 1,000.00
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REMOVE INLET TOP | EACH | 4.000 | 1,000.00
|
| | 4.000 | 1,000.00
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| | 0.000 | 0.00
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0037 4105.58 | 1,200.00 | 3.160 | 3,792.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 3.160 | 3,792.00
|
| | 3.160 | 3,792.00
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| | 0.000 | 0.00
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0038 4155.50 | 4.41 | 81.000 | 357.21
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REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 81.000 | 357.21
|
| | 81.000 | 357.21
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| | 0.000 | 0.00
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0039 9005.00 | 39.74 | 100.000 | 3,974.00
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ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 3,974.00
|
SP2(12.5mm) | | 0.000 | 0.00
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| | 0.000 | 0.00
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0040 9005.30 | 34.74 | 2,810.000 | 97,619.40
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ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 2,810.000 | 97,619.40
|
| | 3,398.465 | 118,062.67
|
| | 0.000 | 0.00
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|
0041 9009.00 | 4.50 | 77.000 | 346.50
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 77.000 | 346.50
|
| | 487.378 | 2,193.20
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| | 0.000 | 0.00
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|
0042 9021.01 | 190.00 | 157.140 | 29,856.60
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 157.140 | 29,856.60
|
| | 183.609 | 34,885.71
|
| | 0.000 | 0.00
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|
0043 9053.00 | 0.26 | 13,030.000 | 3,387.80
|
TACK COAT | L | 13,030.000 | 3,387.80
|
| | 15,486.071 | 4,026.38
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| | 0.000 | 0.00
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0044 9110.01 | 80.00 | 5.000 | 400.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 5.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0045 9110.02 | 75.00 | 5.000 | 375.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 5.000 | 375.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0046 9110.03 | 65.00 | 5.000 | 325.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 5.000 | 325.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0047 9110.07 | 60.00 | 5.000 | 300.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 5.000 | 300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0048 9179.23 | 945.00 | 22.558 | 21,317.31
|
COLD MILLING, CLASS 3 | StaM | 22.558 | 21,317.31
|
| | 45.116 | 42,634.62
|
| | 0.000 | 0.00
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| | |
|
0049 9179.35 | 6.35 | 1,646.000 | 10,452.10
|
COLD MILLING, CLASS 5 | m2 | 1,646.000 | 10,452.10
|
| | 3,292.000 | 20,904.20
|
| | 0.000 | 0.00
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0050 9188.50 | 30.00 | 76.000 | 2,280.00
|
SURFACING UNDER GUARDRAIL | m2 | 76.000 | 2,280.00
|
| | 76.000 | 2,280.00
|
| | 0.000 | 0.00
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|
4009 9300.56 | 1.12 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | Mg | 3,398.465 | 3,806.28
|
Incentive-SP-2--Air Voids | | 3,398.465 | 3,806.28
|
| | 0.000 | 0.00
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| | |
|
4010 1107.00 | 29.87 | 0.000 | 0.00
|
REMOVE WALK | m2 | 112.200 | 3,351.41
|
| | 112.200 | 3,351.41
|
| | 112.200 | 3,351.41
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| | |
|
4011 3016.21 | 43.00 | 0.000 | 0.00
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 112.200 | 4,824.60
|
| | 112.200 | 4,824.60
|
| | 112.200 | 4,824.60
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| | |
|
4012 0030.01 | 2,000.00 | 0.000 | 0.00
|
ADDITIONAL MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 223,548.94
|
| | Current | 237,531.23
|
| | In place | 292,809.73
|
| | This Estimate | 10,176.01
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0051 0001.10 | 1.10 | 3,000.000 | 3,300.00
|
BARRICADE, TYPE III | BDAY | 3,000.000 | 3,300.00
|
| | 1,980.000 | 2,178.00
|
| | 0.000 | 0.00
|
| | |
|
0052 0001.75 | 9.00 | 80.000 | 720.00
|
TEMPORARY SIGN DAY | EACH | 80.000 | 720.00
|
| | 58.000 | 522.00
|
| | 0.000 | 0.00
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| | |
|
0053 0001.90 | 1.00 | 3,364.000 | 3,364.00
|
SIGN DAY | EACH | 3,364.000 | 3,364.00
|
| | 1,640.000 | 1,640.00
|
| | 0.000 | 0.00
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| | |
|
0054 0003.10 | 175.00 | 40.000 | 7,000.00
|
FLAGGING | DAY | 40.000 | 7,000.00
|
| | 12.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0055 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0030.10 | 5,000.00 | 1.000 | 5,000.00
|
MOBILIZATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 20,384.00
|
| | Current | 20,384.00
|
| | In place | 11,440.00
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 596,659.86
|
---|
| | Current | 621,005.75
|
---|
| | In place | 663,659.91
|
---|
| | This Estimate | 17,232.91
|
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