| | | 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 | 437.50 | 2.000 | 875.00
|
| COVER CROP SEEDING | ha | 2.000 | 875.00
|
| | | 2.000 | 875.01
|
| | 0.930 | 406.88
|
| | |
|
| 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
|
| | |
|
| 0003 1000.00 | 150.00 | 8.000 | 1,200.00
|
| LARGE TREE REMOVAL | EACH | 8.000 | 1,200.00
|
| | | 6.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 1009.00 | 2,400.00 | 1.000 | 2,400.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,400.00
|
| | | 1.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1011.00 | 1.50 | 108.000 | 162.00
|
| WATER | kL | 108.000 | 162.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1030.00 | 3.35 | 6,196.000 | 20,756.60
|
| EARTHWORK MEASURED IN EMBANKMENT | m3 | 6,196.000 | 20,756.60
|
| | | 6,196.000 | 20,756.60
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1300.24 | 32.90 | 10.000 | 329.00
|
| 600 mm DRIVEWAY CULVERT PIPE | m | 10.000 | 329.00
|
| | | 10.000 | 329.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 1300.48 | 105.60 | 11.000 | 1,161.60
|
| 1200 mm DRIVEWAY CULVERT PIPE | m | 11.000 | 1,161.60
|
| | | 11.000 | 1,161.60
|
| | 0.000 | 0.00
|
| | |
|
| 0009 2009.51 | 974.00 | 3.712 | 3,615.49
|
| CRUSHED ROCK EMBEDMENT | StaM | 3.712 | 3,615.49
|
| | | 3.712 | 3,615.49
|
| | 0.000 | 0.00
|
| | |
|
| 0010 2010.00 | 20.00 | 212.000 | 4,240.00
|
| CRUSHED ROCK SURFACE COURSE | m3 | 212.000 | 4,240.00
|
| | | 212.000 | 4,240.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1 GRADING | | Contracted | 37,289.69
|
| | Current | 37,289.69
|
| | In place | 36,827.70
|
| | This Estimate | 406.88
|
| | |
|
| GROUP 4 CULVERTS | | |
|
| 0011 0030.40 | 1,000.00 | 1.000 | 1,000.00
|
| MOBILIZATION | LS | 1.000 | 1,000.00
|
| | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 1043.50 | 5.00 | 33.000 | 165.00
|
| RIPRAP FILTER FABRIC | m2 | 33.000 | 165.00
|
| | | 33.000 | 165.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 4050.01 | 5.00 | 441.000 | 2,205.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 441.000 | 2,205.00
|
| | | 441.000 | 2,205.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 4300.36 | 110.00 | 36.000 | 3,960.00
|
| 900 mm CULVERT PIPE | m | 36.000 | 3,960.00
|
| | | 36.000 | 3,960.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 4300.48 | 182.00 | 25.800 | 4,695.60
|
| 1200 mm CULVERT PIPE | m | 25.800 | 4,695.60
|
| | | 25.800 | 4,695.60
|
| | 0.000 | 0.00
|
| | |
|
| 0016 4300.60 | 250.00 | 37.000 | 9,250.00
|
| 1500 mm CULVERT PIPE | m | 37.000 | 9,250.00
|
| | | 37.000 | 9,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 4310.36 | 500.00 | 1.000 | 500.00
|
| 900 mm FLARED-END SECTION | EACH | 1.000 | 500.00
|
| | | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 4310.48 | 750.00 | 1.000 | 750.00
|
| 1200 mm FLARED-END SECTION | EACH | 1.000 | 750.00
|
| | | 1.000 | 750.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 4310.60 | 900.00 | 1.000 | 900.00
|
| 1500 mm FLARED-END SECTION | EACH | 1.000 | 900.00
|
| | | 1.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 6105.03 | 40.00 | 35.000 | 1,400.00
|
| ROCK RIPRAP, TYPE C | Mg | 35.000 | 1,400.00
|
| | | 35.000 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERTS | | Contracted | 24,825.60
|
| | Current | 24,825.60
|
| | In place | 24,825.60
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 5 SEEDING | | |
|
| 0021 L001.01 | 1,502.13 | 1.000 | 1,502.13
|
| SEEDING, TYPE A | ha | 1.000 | 1,502.13
|
| | | 0.799 | 1,200.20
|
| | 0.000 | 0.00
|
| | |
|
| 0022 L001.02 | 1,491.81 | 1.000 | 1,491.81
|
| SEEDING, TYPE B | ha | 1.000 | 1,491.81
|
| | | 0.271 | 404.28
|
| | 0.000 | 0.00
|
| | |
|
| 0023 L032.75 | 75.00 | 10.000 | 750.00
|
| MULCH | Mg | 10.000 | 750.00
|
| | | 5.350 | 401.25
|
| | 0.000 | 0.00
|
| | |
|
| 0024 0030.50 | 200.00 | 1.000 | 200.00
|
| MOBILIZATION | LS | 1.000 | 200.00
|
| | | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 5 SEEDING | | Contracted | 3,943.94
|
| | Current | 3,943.94
|
| | In place | 2,205.73
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 7+23.00 | | |
|
| 0025 0030.60 | 30,000.00 | 1.000 | 30,000.00
|
| MOBILIZATION | LS | 1.000 | 30,000.00
|
| | | 1.000 | 30,000.00
|
| | 0.126 | 3,780.00
|
| | |
|
| 0026 1043.50 | 2.40 | 703.000 | 1,687.20
|
| RIPRAP FILTER FABRIC | m2 | 703.000 | 1,687.20
|
| | | 703.000 | 1,687.20
|
| | 0.000 | 0.00
|
| | |
|
| 0027 6000.10 | 3,000.00 | 1.000 | 3,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 6000.11 | 3,000.00 | 1.000 | 3,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,000.00
|
| | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 6001.50 | 7,500.00 | 1.000 | 7,500.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 7,500.00
|
| | | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 6001.51 | 7,500.00 | 1.000 | 7,500.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 7,500.00
|
| | | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 6010.22 | 393.00 | 97.900 | 38,474.70
|
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 97.900 | 38,474.70
|
| | | 97.900 | 38,474.70
|
| | 0.000 | 0.00
|
| | |
|
| 0032 6010.26 | 366.80 | 110.700 | 40,604.76
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 110.700 | 40,604.76
|
| | | 110.700 | 40,604.76
|
| | 0.000 | 0.00
|
| | |
|
| 0033 6020.00 | 1.21 | 17,180.000 | 20,787.80
|
| REINFORCING STEEL FOR BRIDGE | kg | 17,180.000 | 20,787.80
|
| | | 17,180.000 | 20,787.80
|
| | 0.000 | 0.00
|
| | |
|
| 0034 6040.00 | 30,000.00 | 1.000 | 30,000.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 30,000.00
|
| AT STA. 8+31.6 | | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 6080.00 | 4.00 | 790.000 | 3,160.00
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 790.000 | 3,160.00
|
| | | 790.000 | 3,160.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 6105.03 | 30.00 | 904.000 | 27,120.00
|
| ROCK RIPRAP, TYPE C | Mg | 904.000 | 27,120.00
|
| | | 909.130 | 27,273.90
|
| | 0.000 | 0.00
|
| | |
|
| 0037 6210.12 | 49.20 | 656.800 | 32,314.56
|
| HP 250 mm X 62 kg STEEL PILING | m | 656.800 | 32,314.56
|
| | | 656.800 | 32,314.56
|
| | 0.000 | 0.00
|
| | |
|
| 0038 6310.00 | 107.60 | 157.400 | 16,936.24
|
| STEEL SHEET PILING | m2 | 157.400 | 16,936.24
|
| | | 157.400 | 16,936.24
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 7+23.00 | | Contracted | 262,085.26
|
| | Current | 262,085.26
|
| | In place | 262,239.16
|
| | This Estimate | 3,780.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0039 0030.70 | 100.00 | 1.000 | 100.00
|
| MOBILIZATION | LS | 1.000 | 100.00
|
| | | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 7020.00 | 1,000.00 | 4.000 | 4,000.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,000.00
|
| | | 4.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 7021.45 | 850.00 | 4.000 | 3,400.00
|
| BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,400.00
|
| | | 4.000 | 3,400.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 7,500.00
|
| | Current | 7,500.00
|
| | In place | 7,500.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0042 0001.10 | 1.20 | 1,320.000 | 1,584.00
|
| BARRICADE, TYPE III | BDAY | 1,320.000 | 1,584.00
|
| | | 1,046.000 | 1,255.20
|
| | 0.000 | 0.00
|
| | |
|
| 0043 0001.30 | 0.60 | 264.000 | 158.40
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 264.000 | 158.40
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 0001.90 | 0.75 | 1,848.000 | 1,386.00
|
| SIGN DAY | EACH | 1,848.000 | 1,386.00
|
| | | 1,040.000 | 780.00
|
| | -272.000 | -204.00
|
| | |
|
| 0045 0030.10 | 500.00 | 1.000 | 500.00
|
| MOBILIZATION | LS | 1.000 | 500.00
|
| | | 1.000 | 500.00
|
| | 0.274 | 137.00
|
| | |
|
| 4001 0001.99 | 0.90 | 0.000 | 0.00
|
| CONTRACTOR FURNISHED SIGN DAY | EACH | 300.000 | 270.00
|
| Road Closed | | 272.000 | 244.80
|
| | 272.000 | 244.80
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 3,628.40
|
| | Current | 3,898.40
|
| | In place | 2,780.00
|
| | This Estimate | 177.80
|
| | |
|
| Totals for contract | | Contracted | 339,272.89
|
|---|
| | Current | 339,542.89
|
|---|
| | In place | 336,378.19
|
|---|
| | This Estimate | 4,364.68
|
|---|