| | | 1. Contracted
|
|---|
| | | 2. Current
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|---|
| | | 3. To date
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| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 4 CULVERTS | | |
|
| 0001 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
|
| | |
|
| 0002 4050.01 | 10.00 | 24.000 | 240.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 24.000 | 240.00
|
| | | 24.000 | 240.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 4100.06 | 550.00 | 0.340 | 187.00
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 0.340 | 187.00
|
| | | 0.340 | 187.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 4150.00 | 3.00 | 40.000 | 120.00
|
| REINFORCING STEEL FOR HEADWALL | LB | 40.000 | 120.00
|
| | | 40.000 | 120.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 4350.24 | 26.00 | 74.000 | 1,924.00
|
| 24" CORRUGATED METAL PIPE | LF | 74.000 | 1,924.00
|
| | | 74.000 | 1,924.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 4360.24 | 240.00 | 1.000 | 240.00
|
| 24" METAL FLARED-END SECTION | EACH | 1.000 | 240.00
|
| | | 1.000 | 240.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERTS | | Contracted | 3,711.00
|
| | Current | 3,711.00
|
| | In place | 3,711.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 4A CULVERT AT STA. 20+25 | | |
|
| 0007 0030.40 | 2,500.00 | 1.000 | 2,500.00
|
| MOBILIZATION | LS | 1.000 | 2,500.00
|
| | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 4051.01 | 6.00 | 99.000 | 594.00
|
| EXCAVATION FOR BOX CULVERTS | CY | 99.000 | 594.00
|
| | | 99.000 | 594.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 4101.06 | 252.00 | 146.320 | 36,872.64
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 146.320 | 36,872.64
|
| | | 146.320 | 36,872.64
|
| | 0.000 | 0.00
|
| | |
|
| 0010 4151.00 | 0.60 | 15,238.000 | 9,142.80
|
| REINFORCING STEEL FOR BOX CULVERT | LB | 15,238.000 | 9,142.80
|
| | | 15,238.000 | 9,142.80
|
| | 0.000 | 0.00
|
| | |
|
| 0011 6040.00 | 5,000.00 | 1.000 | 5,000.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 5,000.00
|
| AT STA. 20+25 | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4A CULVERT AT STA. 20+25 | | Contracted | 54,109.44
|
| | Current | 54,109.44
|
| | In place | 54,109.44
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 10+00 | | |
|
| 0012 0030.60 | 15,000.00 | 1.000 | 15,000.00
|
| MOBILIZATION | LS | 1.000 | 15,000.00
|
| | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 1010.01 | 10.00 | 170.000 | 1,700.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 170.000 | 1,700.00
|
| | | 170.000 | 1,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 6000.10 | 2,000.00 | 1.000 | 2,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,000.00
|
| | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6000.11 | 2,000.00 | 1.000 | 2,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
|
| | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6001.00 | 5,000.00 | 1.000 | 5,000.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6001.01 | 5,000.00 | 1.000 | 5,000.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6010.22 | 290.00 | 339.000 | 98,310.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6010.26 | 350.00 | 92.000 | 32,200.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 92.000 | 32,200.00
|
| | | 92.000 | 32,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 6011.11 | 66,000.00 | 1.000 | 66,000.00
|
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 66,000.00
|
| AT STA. 10+00 | | 1.000 | 66,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 6020.00 | 0.60 | 28,000.000 | 16,800.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 28,000.000 | 16,800.00
|
| | | 28,000.000 | 16,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 6040.00 | 7,500.00 | 1.000 | 7,500.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 7,500.00
|
| AT STA. 10+00 | | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6080.00 | 4.00 | 1,550.000 | 6,200.00
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,550.000 | 6,200.00
|
| | | 1,550.000 | 6,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6081.00 | 4.00 | 480.000 | 1,920.00
|
| STRUCTURAL STEEL FOR SUPERSTRUCTURE | LB | 480.000 | 1,920.00
|
| | | 480.000 | 1,920.00
|
| | 0.000 | 0.00
|
| | |
|
| 0025 6104.00 | 30.00 | 63.000 | 1,890.00
|
| BROKEN CONCRETE RIPRAP | TON | 63.000 | 1,890.00
|
| | | 83.200 | 2,496.00
|
| | 0.000 | 0.00
|
| | |
|
| 0026 6200.00 | 30.00 | 1,380.000 | 41,400.00
|
| CONCRETE PILING | LF | 1,380.000 | 41,400.00
|
| | | 1,350.000 | 40,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 4001 6010.22 | 330.00 | 0.000 | 0.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 248.000 | 81,840.00
|
| Negotitated price for 47B-3000 Concrete for Bridge | | 248.000 | 81,840.00
|
| | 0.000 | 0.00
|
| | |
|
| 4003 9404.00 | 4,500.00 | 0.000 | 0.00
|
| STANDBY TIME | LS | 1.000 | 4,500.00
|
| Contractor waiting on new bridge design | | 1.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 4004 6960.51 | 287.00 | 0.000 | 0.00
|
| COMPENSATION FOR ADDITIONAL COST | LS | 1.000 | 287.00
|
| Compensation due to error in concrete quanity on plan rev. | | 1.000 | 287.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 10+00 | | Contracted | 302,920.00
|
| | Current | 291,237.00
|
| | In place | 290,943.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0027 0030.70 | 200.00 | 1.000 | 200.00
|
| MOBILIZATION | LS | 1.000 | 200.00
|
| | | 1.000 | 200.00
|
| | 1.000 | 200.00
|
| | |
|
| 0028 7020.00 | 1,010.00 | 4.000 | 4,040.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,040.00
|
| | | 4.000 | 4,040.00
|
| | 4.000 | 4,040.00
|
| | |
|
| 0029 7021.45 | 836.00 | 4.000 | 3,344.00
|
| BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,344.00
|
| | | 4.000 | 3,344.00
|
| | 4.000 | 3,344.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 7,584.00
|
| | Current | 7,584.00
|
| | In place | 7,584.00
|
| | This Estimate | 7,584.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0030 0001.10 | 1.25 | 1,584.000 | 1,980.00
|
| BARRICADE, TYPE III | BDAY | 1,584.000 | 1,980.00
|
| | | 2,268.000 | 2,835.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 0001.30 | 0.60 | 264.000 | 158.40
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 264.000 | 158.40
|
| | | 174.000 | 104.40
|
| | 0.000 | 0.00
|
| | |
|
| 0032 0001.90 | 0.55 | 2,640.000 | 1,452.00
|
| SIGN DAY | EACH | 1,980.000 | 1,089.00
|
| | | 1,134.000 | 623.70
|
| | 0.000 | 0.00
|
| | |
|
| 0033 0010.04 | 500.00 | 1.000 | 500.00
|
| FIELD OFFICE | EACH | 1.000 | 500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 0030.00 | 500.00 | 1.000 | 500.00
|
| MOBILIZATION | LS | 1.000 | 500.00
|
| | | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
| 4000 0001.99 | 0.72 | 0.000 | 0.00
|
| CONTRACTOR FURNISHED SIGN DAY | EACH | 660.000 | 475.20
|
| Contractor furnished plastic signs to be mounted on barr's. | | 810.000 | 583.20
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 4,590.40
|
| | Current | 4,702.60
|
| | In place | 4,646.30
|
| | This Estimate | 0.00
|
| | |
|
| Totals for contract | | Contracted | 372,914.84
|
|---|
| | Current | 361,344.04
|
|---|
| | In place | 360,993.74
|
|---|
| | This Estimate | 7,584.00
|
|---|