| | | 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 1 GRADING | | |
|
0001 L006.00 | 437.50 | 2.000 | 875.00
|
COVER CROP SEEDING | ha | 2.000 | 875.00
|
| | 1.070 | 468.13
|
| | 0.000 | 0.00
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| | |
|
0002 0030.10 | 2,550.00 | 1.000 | 2,550.00
|
MOBILIZATION | LS | 1.000 | 2,550.00
|
| | 1.000 | 2,550.00
|
| | 0.000 | 0.00
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| | |
|
0003 1000.00 | 150.00 | 8.000 | 1,200.00
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LARGE TREE REMOVAL | EACH | 8.000 | 1,200.00
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| | 6.000 | 900.00
|
| | 0.000 | 0.00
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| | |
|
0004 1009.00 | 2,400.00 | 1.000 | 2,400.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,400.00
|
| | 1.000 | 2,400.00
|
| | 0.000 | 0.00
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| | |
|
0005 1011.00 | 1.50 | 108.000 | 162.00
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WATER | kL | 108.000 | 162.00
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| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0006 1030.00 | 3.35 | 6,196.000 | 20,756.60
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EARTHWORK MEASURED IN EMBANKMENT | m3 | 6,196.000 | 20,756.60
|
| | 6,196.000 | 20,756.60
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| | 0.000 | 0.00
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| | |
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0007 1300.24 | 32.90 | 10.000 | 329.00
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600 mm DRIVEWAY CULVERT PIPE | m | 10.000 | 329.00
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| | 10.000 | 329.00
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| | 0.000 | 0.00
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| | |
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0008 1300.48 | 105.60 | 11.000 | 1,161.60
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1200 mm DRIVEWAY CULVERT PIPE | m | 11.000 | 1,161.60
|
| | 11.000 | 1,161.60
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| | 0.000 | 0.00
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| | |
|
0009 2009.51 | 974.00 | 3.712 | 3,615.49
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CRUSHED ROCK EMBEDMENT | StaM | 3.712 | 3,615.49
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| | 3.712 | 3,615.49
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| | 0.000 | 0.00
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| | |
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0010 2010.00 | 20.00 | 212.000 | 4,240.00
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CRUSHED ROCK SURFACE COURSE | m3 | 212.000 | 4,240.00
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| | 212.000 | 4,240.00
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| | 10.000 | 200.00
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| | |
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GROUP 1 GRADING | | Contracted | 37,289.69
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| | Current | 37,289.69
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| | In place | 36,420.82
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| | This Estimate | 200.00
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| | |
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GROUP 4 CULVERTS | | |
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0011 0030.40 | 1,000.00 | 1.000 | 1,000.00
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MOBILIZATION | LS | 1.000 | 1,000.00
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| | 1.000 | 1,000.00
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| | 0.000 | 0.00
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| | |
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0012 1043.50 | 5.00 | 33.000 | 165.00
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RIPRAP FILTER FABRIC | m2 | 33.000 | 165.00
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| | 33.000 | 165.00
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| | 0.000 | 0.00
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| | |
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0013 4050.01 | 5.00 | 441.000 | 2,205.00
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 441.000 | 2,205.00
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| | 441.000 | 2,205.00
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| | 0.000 | 0.00
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| | |
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0014 4300.36 | 110.00 | 36.000 | 3,960.00
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900 mm CULVERT PIPE | m | 36.000 | 3,960.00
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| | 36.000 | 3,960.00
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| | 0.000 | 0.00
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| | |
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0015 4300.48 | 182.00 | 25.800 | 4,695.60
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1200 mm CULVERT PIPE | m | 25.800 | 4,695.60
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| | 25.800 | 4,695.60
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| | 0.000 | 0.00
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| | |
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0016 4300.60 | 250.00 | 37.000 | 9,250.00
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1500 mm CULVERT PIPE | m | 37.000 | 9,250.00
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| | 37.000 | 9,250.00
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| | 0.000 | 0.00
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| | |
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0017 4310.36 | 500.00 | 1.000 | 500.00
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900 mm FLARED-END SECTION | EACH | 1.000 | 500.00
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| | 1.000 | 500.00
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| | 0.000 | 0.00
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| | |
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0018 4310.48 | 750.00 | 1.000 | 750.00
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1200 mm FLARED-END SECTION | EACH | 1.000 | 750.00
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| | 1.000 | 750.00
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| | 0.000 | 0.00
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0019 4310.60 | 900.00 | 1.000 | 900.00
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1500 mm FLARED-END SECTION | EACH | 1.000 | 900.00
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| | 1.000 | 900.00
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| | 0.000 | 0.00
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0020 6105.03 | 40.00 | 35.000 | 1,400.00
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ROCK RIPRAP, TYPE C | Mg | 35.000 | 1,400.00
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| | 35.000 | 1,400.00
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| | 0.000 | 0.00
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GROUP 4 CULVERTS | | Contracted | 24,825.60
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| | Current | 24,825.60
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| | In place | 24,825.60
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| | This Estimate | 0.00
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GROUP 5 SEEDING | | |
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0021 L001.01 | 1,502.13 | 1.000 | 1,502.13
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SEEDING, TYPE A | ha | 1.000 | 1,502.13
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| | 0.799 | 1,200.20
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| | 0.799 | 1,200.20
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0022 L001.02 | 1,491.81 | 1.000 | 1,491.81
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SEEDING, TYPE B | ha | 1.000 | 1,491.81
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| | 0.271 | 404.28
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| | 0.271 | 404.28
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0023 L032.75 | 75.00 | 10.000 | 750.00
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MULCH | Mg | 10.000 | 750.00
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| | 5.350 | 401.25
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| | 5.350 | 401.25
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0024 0030.50 | 200.00 | 1.000 | 200.00
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MOBILIZATION | LS | 1.000 | 200.00
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| | 1.000 | 200.00
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| | 1.000 | 200.00
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GROUP 5 SEEDING | | Contracted | 3,943.94
|
| | Current | 3,943.94
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| | In place | 2,205.73
|
| | This Estimate | 2,205.73
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| | |
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GROUP 6 BRIDGE AT STA. 7+23.00 | | |
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0025 0030.60 | 30,000.00 | 1.000 | 30,000.00
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MOBILIZATION | LS | 1.000 | 30,000.00
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| | 0.874 | 26,220.00
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| | 0.000 | 0.00
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0026 1043.50 | 2.40 | 703.000 | 1,687.20
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RIPRAP FILTER FABRIC | m2 | 703.000 | 1,687.20
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| | 703.000 | 1,687.20
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| | 0.000 | 0.00
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0027 6000.10 | 3,000.00 | 1.000 | 3,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,000.00
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| | 1.000 | 3,000.00
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| | 0.000 | 0.00
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0028 6000.11 | 3,000.00 | 1.000 | 3,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,000.00
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| | 1.000 | 3,000.00
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| | 0.000 | 0.00
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0029 6001.50 | 7,500.00 | 1.000 | 7,500.00
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BENT NO.1 EXCAVATION | LS | 1.000 | 7,500.00
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| | 1.000 | 7,500.00
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| | 0.000 | 0.00
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0030 6001.51 | 7,500.00 | 1.000 | 7,500.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 7,500.00
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| | 1.000 | 7,500.00
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| | 0.000 | 0.00
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0031 6010.22 | 393.00 | 97.900 | 38,474.70
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 97.900 | 38,474.70
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| | 97.900 | 38,474.70
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| | 0.000 | 0.00
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0032 6010.26 | 366.80 | 110.700 | 40,604.76
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 110.700 | 40,604.76
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| | 110.700 | 40,604.76
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| | 0.000 | 0.00
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0033 6020.00 | 1.21 | 17,180.000 | 20,787.80
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REINFORCING STEEL FOR BRIDGE | kg | 17,180.000 | 20,787.80
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| | 17,180.000 | 20,787.80
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| | 0.000 | 0.00
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0034 6040.00 | 30,000.00 | 1.000 | 30,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 30,000.00
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AT STA. 8+31.6 | | 1.000 | 30,000.00
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| | 0.000 | 0.00
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0035 6080.00 | 4.00 | 790.000 | 3,160.00
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STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 790.000 | 3,160.00
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| | 790.000 | 3,160.00
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| | 0.000 | 0.00
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0036 6105.03 | 30.00 | 904.000 | 27,120.00
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ROCK RIPRAP, TYPE C | Mg | 904.000 | 27,120.00
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| | 909.130 | 27,273.90
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| | 0.000 | 0.00
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0037 6210.12 | 49.20 | 656.800 | 32,314.56
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HP 250 mm X 62 kg STEEL PILING | m | 656.800 | 32,314.56
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| | 656.800 | 32,314.56
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| | 0.000 | 0.00
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0038 6310.00 | 107.60 | 157.400 | 16,936.24
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STEEL SHEET PILING | m2 | 157.400 | 16,936.24
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| | 157.400 | 16,936.24
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 7+23.00 | | Contracted | 262,085.26
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| | Current | 262,085.26
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| | In place | 258,459.16
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| | This Estimate | 0.00
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GROUP 7 GUARDRAIL | | |
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0039 0030.70 | 100.00 | 1.000 | 100.00
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MOBILIZATION | LS | 1.000 | 100.00
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| | 1.000 | 100.00
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| | 0.000 | 0.00
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0040 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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0041 7021.45 | 850.00 | 4.000 | 3,400.00
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BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,400.00
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| | 4.000 | 3,400.00
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| | 0.000 | 0.00
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GROUP 7 GUARDRAIL | | Contracted | 7,500.00
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| | Current | 7,500.00
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| | In place | 7,500.00
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| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
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0042 0001.10 | 1.20 | 1,320.000 | 1,584.00
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BARRICADE, TYPE III | BDAY | 1,320.000 | 1,584.00
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| | 1,046.000 | 1,255.20
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| | 0.000 | 0.00
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0043 0001.30 | 0.60 | 264.000 | 158.40
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 264.000 | 158.40
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0044 0001.90 | 0.75 | 1,848.000 | 1,386.00
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SIGN DAY | EACH | 1,848.000 | 1,386.00
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| | 1,312.000 | 984.00
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| | 0.000 | 0.00
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0045 0030.10 | 500.00 | 1.000 | 500.00
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MOBILIZATION | LS | 1.000 | 500.00
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| | 0.726 | 363.00
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| | 0.000 | 0.00
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4001 0001.99 | 0.90 | 0.000 | 0.00
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CONTRACTOR FURNISHED SIGN DAY | EACH | 300.000 | 270.00
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Road Closed | | 0.000 | 0.00
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| | 0.000 | 0.00
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GROUP 10 GENERAL ITEMS | | Contracted | 3,628.40
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| | Current | 3,898.40
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| | In place | 2,602.20
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| | This Estimate | 0.00
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Totals for contract | | Contracted | 339,272.89
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| | Current | 339,542.89
|
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| | In place | 332,013.51
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| | This Estimate | 2,405.73
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