| | | 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 6 BRIDGE AT STA.62+15 | | |
|
| 0001 L020.00 | 3.45 | 400.000 | 1,380.00
|
| EROSION CONTROL | SY | 400.000 | 1,380.00
|
| | | 1,153.077 | 3,978.12
|
| | 0.000 | 0.00
|
| | |
|
| 0002 0001.08 | 0.50 | 690.000 | 345.00
|
| BARRICADE, TYPE II | BDAY | 690.000 | 345.00
|
| | | 2,565.000 | 1,282.50
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0001.10 | 2.30 | 276.000 | 634.80
|
| BARRICADE, TYPE III | BDAY | 276.000 | 634.80
|
| | | 656.000 | 1,508.80
|
| | 0.000 | 0.00
|
| | |
|
| 0004 0001.30 | 2.59 | 138.000 | 357.42
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 138.000 | 357.42
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 0001.90 | 0.58 | 2,346.000 | 1,360.68
|
| SIGN DAY | EACH | 2,346.000 | 1,360.68
|
| | | 3,304.000 | 1,916.32
|
| | 0.000 | 0.00
|
| | |
|
| 0006 0002.30 | 0.58 | 2,800.000 | 1,624.00
|
| PAVEMENT MARKING REMOVAL | LF | 2,800.000 | 1,624.00
|
| | | 1,935.300 | 1,122.47
|
| | 0.000 | 0.00
|
| | |
|
| 0007 0002.39 | 1.27 | 4,250.000 | 5,397.50
|
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 24.000 | 30.48
|
| | | 24.000 | 30.48
|
| | 0.000 | 0.00
|
| | |
|
| 0008 0003.10 | 209.88 | 20.000 | 4,197.60
|
| FLAGGING | DAY | 20.000 | 4,197.60
|
| | | 8.500 | 1,783.98
|
| | 0.000 | 0.00
|
| | |
|
| 0009 0003.51 | 12.05 | 1,050.000 | 12,652.50
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 1,050.000 | 12,652.50
|
| | | 1,050.000 | 12,652.50
|
| | 0.000 | 0.00
|
| | |
|
| 0010 0003.70 | 230.00 | 4.000 | 920.00
|
| TEMPORARY RUMBLE STRIP | EACH | 4.000 | 920.00
|
| | | 4.000 | 920.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 0003.75 | 12,886.90 | 1.000 | 12,886.90
|
| TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 12,886.90
|
| | | 1.000 | 12,886.92
|
| | 0.000 | 0.00
|
| | |
|
| 0012 0030.60 | 24,006.25 | 1.000 | 24,006.25
|
| MOBILIZATION | LS | 1.000 | 24,006.25
|
| | | 1.000 | 24,006.25
|
| | 0.000 | 0.00
|
| | |
|
| 0013 6004.50 | 147.58 | 84.000 | 12,396.72
|
| EXPANSION JOINT | LF | 84.000 | 12,396.72
|
| | | 84.000 | 12,396.72
|
| | 84.000 | 12,396.72
|
| | |
|
| 0014 6007.01 | 4.66 | 2,890.000 | 13,467.40
|
| CLASS I REPAIR | SY | 2,890.000 | 13,467.40
|
| | | 2,902.622 | 13,526.22
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6007.02 | 127.94 | 535.000 | 68,447.90
|
| CLASS II REPAIR | SY | 535.000 | 68,447.90
|
| | | 626.777 | 80,189.85
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6007.03 | 345.00 | 5.000 | 1,725.00
|
| CLASS III REPAIR | SY | 5.000 | 1,725.00
|
| | | 4.404 | 1,519.39
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6008.40 | 26.45 | 2,890.000 | 76,440.50
|
| PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF | SY | 2,890.000 | 76,440.50
|
| | | 2,902.622 | 76,774.35
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6010.26 | 1,096.01 | 4.000 | 4,384.04
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 4.000 | 4,384.04
|
| | | 4.000 | 4,384.04
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6016.02 | 191.06 | 213.000 | 40,695.78
|
| CONCRETE FOR OVERLAYS-SF | CY | 213.000 | 40,695.78
|
| | | 248.024 | 47,387.46
|
| | 0.000 | 0.00
|
| | |
|
| 0020 6020.00 | 0.96 | 983.000 | 943.68
|
| REINFORCING STEEL FOR BRIDGE | LB | 983.000 | 943.68
|
| | | 983.000 | 943.68
|
| | 0.000 | 0.00
|
| | |
|
| 0021 6030.00 | 4,140.00 | 1.000 | 4,140.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 4,140.00
|
| AT STA. 62+15 | | 1.000 | 4,140.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 7011.20 | 16.10 | 387.500 | 6,238.75
|
| W-BEAM GUARDRAIL | LF | 387.500 | 6,238.75
|
| | | 387.500 | 6,238.76
|
| | 0.000 | 0.00
|
| | |
|
| 0023 7017.00 | 2.88 | 700.000 | 2,016.00
|
| REMOVE GUARDRAIL | LF | 700.000 | 2,016.00
|
| | | 700.000 | 2,016.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 7020.00 | 1,265.00 | 4.000 | 5,060.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,060.00
|
| | | 4.000 | 5,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 7021.70 | 2,679.50 | 4.000 | 10,718.00
|
| GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 10,718.00
|
| | | 4.000 | 10,718.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 9188.50 | 42.39 | 319.000 | 13,522.41
|
| SURFACING UNDER GUARDRAIL | SY | 319.000 | 13,522.41
|
| | | 341.240 | 14,465.16
|
| | 0.000 | 0.00
|
| | |
|
| 4000 0030.01 | 1,250.00 | 0.000 | 0.00
|
| ADDITIONAL MOBILIZATION | LS | 1.000 | 1,250.00
|
| For Class I Repair | | 1.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 0002.46 | 0.69 | 0.000 | 0.00
|
| TEMPORARY PAVEMENT MARKING, TYPE RPM | LF | 5,970.000 | 4,119.30
|
| | | 9,743.100 | 6,722.74
|
| | 0.000 | 0.00
|
| | |
|
| 4002 6618.25 | 458.70 | 0.000 | 0.00
|
| GIRDER REPAIR | LS | 1.000 | 458.70
|
| | | 1.000 | 458.70
|
| | 1.000 | 458.70
|
| | |
|
| 4003 6960.02 | 453.20 | 0.000 | 0.00
|
| ADDITIONAL WORK | LS | 1.000 | 453.20
|
| Repair Deck Joint Seat-Phase 1 & Repair Bridge Curb | | 1.000 | 453.20
|
| | 1.000 | 453.20
|
| | |
|
| 4004 6960.02 | 150.00 | 0.000 | 0.00
|
| ADDITIONAL WORK | LS | 1.000 | 150.00
|
| Construct Asphaltic Concrete Wedge Bridge Approach | | 1.000 | 150.00
|
| | 1.000 | 150.00
|
| | |
|
| 4005 0096.00 | -46.20 | 0.000 | 0.00
|
| DEDUCTION | LS | 1.000 | -46.20
|
| Sign Damaged. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA.62+15 | | Contracted | 325,958.83
|
| | Current | 326,976.81
|
| | In place | 350,882.61
|
| | This Estimate | 13,458.62
|
| | |
|
| Totals for contract | | Contracted | 325,958.83
|
|---|
| | Current | 326,976.81
|
|---|
| | In place | 350,882.61
|
|---|
| | This Estimate | 13,458.62
|
|---|