| | | 1. Contracted
|
|---|
| | | 2. Current
|
|---|
| | | 3. To date
|
|---|
| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 9 BITUMINOUS | | |
|
| 0001 L001.02 | 340.00 | 34.000 | 11,560.00
|
| SEEDING, TYPE B | ACRE | 34.000 | 11,560.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 L032.75 | 63.00 | 76.500 | 4,819.50
|
| MULCH | TON | 76.500 | 4,819.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0001.08 | 0.50 | 49,500.000 | 24,750.00
|
| BARRICADE, TYPE II | BDAY | 49,500.000 | 24,750.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 0001.10 | 3.50 | 472.000 | 1,652.00
|
| BARRICADE, TYPE III | BDAY | 472.000 | 1,652.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 0001.30 | 3.50 | 236.000 | 826.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 236.000 | 826.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 0001.75 | 5.50 | 1,100.000 | 6,050.00
|
| TEMPORARY SIGN DAY | EACH | 1,100.000 | 6,050.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 0001.90 | 0.50 | 7,896.000 | 3,948.00
|
| SIGN DAY | EACH | 7,896.000 | 3,948.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 0002.55 | 7.00 | 1,829.700 | 12,807.90
|
| OVERLAY BROKEN LINES | STA | 1,829.700 | 12,807.90
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 0002.60 | 8.00 | 3,659.400 | 29,275.20
|
| OVERLAY SOLID LINES | STA | 3,659.400 | 29,275.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 0003.10 | 175.00 | 100.000 | 17,500.00
|
| FLAGGING | DAY | 100.000 | 17,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 0003.20 | 275.00 | 23.000 | 6,325.00
|
| FURNISHING AND OPERATING PILOT VEHICLE | DAY | 23.000 | 6,325.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 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
|
| | |
|
| 0013 0030.20 | 76,900.00 | 1.000 | 76,900.00
|
| MOBILIZATION | LS | 1.000 | 76,900.00
|
| | | 0.077 | 5,921.30
|
| | 0.077 | 5,921.30
|
| | |
|
| 0014 1009.00 | 500.00 | 1.000 | 500.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 1300.30 | 26.50 | 58.000 | 1,537.00
|
| 30" DRIVEWAY CULVERT PIPE | LF | 58.000 | 1,537.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 2001.00 | 9.75 | 270.000 | 2,632.50
|
| GRAVEL SURFACE COURSE | CY | 270.000 | 2,632.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 2020.00 | 6.00 | 540.000 | 3,240.00
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 540.000 | 3,240.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 2021.00 | 50.00 | 4.000 | 200.00
|
| MAILBOX POST | EACH | 4.000 | 200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 4035.00 | 175.00 | 4.000 | 700.00
|
| REMOVE FLARED-END SECTION | EACH | 4.000 | 700.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 4050.01 | 9.50 | 51.000 | 484.50
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 51.000 | 484.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 4350.30 | 28.00 | 112.000 | 3,136.00
|
| 30" CORRUGATED METAL PIPE | LF | 112.000 | 3,136.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 4360.30 | 225.00 | 4.000 | 900.00
|
| 30" METAL FLARED-END SECTION | EACH | 4.000 | 900.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 8022.00 | 90.00 | 526.000 | 47,340.00
|
| HYDRATED LIME | TON | 526.000 | 47,340.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 8110.50 | 375.00 | 608.902 | 228,338.25
|
| HYDRATED LIME SLURRY STABILIZATION | STA | 608.902 | 228,338.25
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 9000.75 | 17.64 | 500.000 | 8,820.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 8,820.00
|
| SP3(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 9005.00 | 32.64 | 500.000 | 16,320.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 500.000 | 16,320.00
|
| SP3 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 9005.35 | 17.64 | 36,510.000 | 644,036.40
|
| ASPHALTIC CONCRETE, TYPE SP3(0.5) | TON | 36,510.000 | 644,036.40
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 9009.00 | 1.75 | 6,648.000 | 11,634.00
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 6,648.000 | 11,634.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 9020.91 | 156.00 | 27.000 | 4,212.00
|
| PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 4,212.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 9021.01 | 156.00 | 1,998.540 | 311,772.24
|
| PERFORMANCE GRADED BINDER (64-22) | TON | 1,998.540 | 311,772.24
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 9052.15 | 0.71 | 128,160.000 | 90,993.60
|
| EMULSIFIED ASPHALT FOR HYDRATED LIME SLURRY STABILIZATION | GAL | 128,160.000 | 90,993.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 9053.00 | 1.00 | 32,540.000 | 32,540.00
|
| TACK COAT | GAL | 32,540.000 | 32,540.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 9110.01 | 60.00 | 60.000 | 3,600.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 60.000 | 3,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 9110.02 | 55.00 | 60.000 | 3,300.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 60.000 | 3,300.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0035 9110.03 | 45.00 | 60.000 | 2,700.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 60.000 | 2,700.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 9110.07 | 40.00 | 60.000 | 2,400.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 60.000 | 2,400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0037 9111.00 | 4.00 | 305.000 | 1,220.00
|
| WATER | MGAL | 305.000 | 1,220.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 9170.00 | 46.00 | 1,221.804 | 56,202.98
|
| EARTH SHOULDER CONSTRUCTION | STA | 1,221.804 | 56,202.98
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 9300.50 | 5,000.00 | 1.000 | 5,000.00
|
| ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 5,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 1,681,173.07
|
| | Current | 1,681,173.07
|
| | In place | 5,921.30
|
| | This Estimate | 5,921.30
|
| | |
|
| Totals for contract | | Contracted | 1,681,173.07
|
|---|
| | Current | 1,681,173.07
|
|---|
| | In place | 5,921.30
|
|---|
| | This Estimate | 5,921.30
|
|---|