| | | 1. Contracted
|
|---|
| | | 2. Current
|
|---|
| | | 3. To date
|
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| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 9 BITUMINOUS | | |
|
| 0001 0001.10 | 5.50 | 578.000 | 3,179.00
|
| BARRICADE, TYPE III | BDAY | 578.000 | 3,179.00
|
| | | 319.000 | 1,754.50
|
| | 112.000 | 616.00
|
| | |
|
| 0002 0001.90 | 3.10 | 476.000 | 1,475.60
|
| SIGN DAY | EACH | 476.000 | 1,475.60
|
| | | 272.000 | 843.20
|
| | 96.000 | 297.60
|
| | |
|
| 0003 0010.04 | 1,650.00 | 1.000 | 1,650.00
|
| FIELD OFFICE | EACH | 1.000 | 1,650.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 0030.90 | 5,000.00 | 1.000 | 5,000.00
|
| MOBILIZATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1000.00 | 375.00 | 1.000 | 375.00
|
| LARGE TREE REMOVAL | EACH | 1.000 | 375.00
|
| | | 4.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1009.00 | 1,300.00 | 1.000 | 1,300.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,300.00
|
| | | 1.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1030.00 | 6.60 | 1,320.000 | 8,712.00
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 1,320.000 | 8,712.00
|
| | | 1,320.000 | 8,712.00
|
| | 502.000 | 3,313.20
|
| | |
|
| 0008 1102.00 | 5.35 | 94.000 | 502.90
|
| REMOVE ASPHALT SURFACE | SY | 94.000 | 502.90
|
| | | 94.000 | 502.90
|
| | 0.000 | 0.00
|
| | |
|
| 0009 1106.00 | 5.35 | 44.000 | 235.40
|
| REMOVE DRIVEWAY | SY | 44.000 | 235.40
|
| | | 44.000 | 235.40
|
| | 0.000 | 0.00
|
| | |
|
| 0010 1315.12 | 29.65 | 270.000 | 8,005.50
|
| 12" REINFORCED CONCRETE PIPE FOR DRIVEWAY CULVERT PIPE | LF | 270.000 | 8,005.50
|
| | | 272.000 | 8,064.80
|
| | 0.000 | 0.00
|
| | |
|
| 0011 1315.15 | 33.30 | 52.500 | 1,748.25
|
| 15" REINFORCED CONCRETE PIPE FOR DRIVEWAY CULVERT PIPE | LF | 52.500 | 1,748.25
|
| | | 48.000 | 1,598.40
|
| | 0.000 | 0.00
|
| | |
|
| 0012 3020.26 | 32.00 | 49.800 | 1,593.60
|
| CONCRETE CLASS 47B-3625 DRIVEWAY | SY | 49.800 | 1,593.60
|
| | | 49.800 | 1,593.60
|
| | 49.800 | 1,593.60
|
| | |
|
| 0013 4011.60 | 1,750.00 | 1.000 | 1,750.00
|
| AREA INLET | EACH | 1.000 | 1,750.00
|
| | | 1.000 | 1,750.00
|
| | 1.000 | 1,750.00
|
| | |
|
| 0014 4050.01 | 22.00 | 30.000 | 660.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 30.000 | 660.00
|
| | | 30.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 4450.15 | 33.30 | 75.000 | 2,497.50
|
| 15" REINFORCED CONCRETE PIPE | LF | 75.000 | 2,497.50
|
| | | 80.000 | 2,664.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 4460.12 | 350.00 | 12.000 | 4,200.00
|
| 12" CONCRETE FLARED-END SECTION | EACH | 12.000 | 4,200.00
|
| | | 12.000 | 4,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 4460.15 | 375.00 | 6.000 | 2,250.00
|
| 15" CONCRETE FLARED-END SECTION | EACH | 6.000 | 2,250.00
|
| | | 6.000 | 2,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 9005.25 | 38.40 | 970.000 | 37,248.00
|
| ASPHALTIC CONCRETE, TYPE SP1(0.5) | TON | 970.000 | 37,248.00
|
| | | 1,091.370 | 41,908.61
|
| | 1,091.370 | 41,908.61
|
| | |
|
| 0019 9009.00 | 2.75 | 375.000 | 1,031.25
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 375.000 | 1,031.25
|
| | | 375.000 | 1,031.25
|
| | 375.000 | 1,031.25
|
| | |
|
| 0020 9021.01 | 232.00 | 52.380 | 12,152.16
|
| PERFORMANCE GRADED BINDER (64-22) | TON | 52.380 | 12,152.16
|
| | | 44.740 | 10,379.68
|
| | 44.740 | 10,379.68
|
| | |
|
| 0021 9034.00 | 2.70 | 425.000 | 1,147.50
|
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 425.000 | 1,147.50
|
| | | 424.800 | 1,146.96
|
| | 424.800 | 1,146.96
|
| | |
|
| 0022 9053.00 | 1.30 | 307.000 | 399.10
|
| TACK COAT | GAL | 307.000 | 399.10
|
| | | 342.130 | 444.77
|
| | 342.130 | 444.77
|
| | |
|
| 0023 9111.00 | 13.00 | 31.000 | 403.00
|
| WATER | MGAL | 31.000 | 403.00
|
| | | 53.100 | 690.30
|
| | 30.000 | 390.00
|
| | |
|
| 0024 9170.00 | 135.00 | 25.600 | 3,456.00
|
| EARTH SHOULDER CONSTRUCTION | STA | 25.600 | 3,456.00
|
| | | 25.600 | 3,456.00
|
| | 25.600 | 3,456.00
|
| | |
|
| 0025 9173.00 | 320.00 | 12.800 | 4,096.00
|
| SUBGRADE PREPARATION | STA | 12.800 | 4,096.00
|
| | | 12.800 | 4,096.00
|
| | 12.800 | 4,096.00
|
| | |
|
| 0026 L001.02 | 755.00 | 2.000 | 1,510.00
|
| SEEDING, TYPE B | ACRE | 2.000 | 1,510.00
|
| | | 1.300 | 981.50
|
| | 1.300 | 981.50
|
| | |
|
| 0027 L006.00 | 275.00 | 2.000 | 550.00
|
| COVER CROP SEEDING | ACRE | 2.000 | 550.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 L032.75 | 140.00 | 4.500 | 630.00
|
| MULCH | TON | 4.500 | 630.00
|
| | | 1.350 | 189.00
|
| | 1.350 | 189.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 107,757.76
|
| | Current | 107,757.76
|
| | In place | 106,952.87
|
| | This Estimate | 71,594.17
|
| | |
|
| Totals for contract | | Contracted | 107,757.76
|
|---|
| | Current | 107,757.76
|
|---|
| | In place | 106,952.87
|
|---|
| | This Estimate | 71,594.17
|
|---|