| | | 1. Contracted
|
|---|
| | | 2. Current
|
|---|
| | | 3. To date
|
|---|
| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 6 BRIDGE AT STA. 14+62 | | |
|
| 0001 0001.10 | 1.00 | 1,332.000 | 1,332.00
|
| BARRICADE, TYPE III | BDAY | 1,332.000 | 1,332.00
|
| | | 252.000 | 252.00
|
| | 252.000 | 252.00
|
| | |
|
| 0002 0001.30 | 2.00 | 222.000 | 444.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 222.000 | 444.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0001.90 | 0.30 | 2,220.000 | 666.00
|
| SIGN DAY | EACH | 2,220.000 | 666.00
|
| | | 72.000 | 21.60
|
| | 72.000 | 21.60
|
| | |
|
| 0004 0030.60 | 20,000.00 | 1.000 | 20,000.00
|
| MOBILIZATION | LS | 1.000 | 20,000.00
|
| | | 0.936 | 18,720.00
|
| | 0.436 | 8,720.00
|
| | |
|
| 0005 1010.01 | 3.00 | 1,606.000 | 4,818.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,606.000 | 4,818.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 4043.00 | 5.00 | 42.000 | 210.00
|
| REMOVE CULVERT PIPE | LF | 42.000 | 210.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 4050.01 | 5.00 | 42.000 | 210.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 42.000 | 210.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 4305.48 | 55.02 | 42.000 | 2,310.84
|
| 48" ROUND EQUIVALENT CULVERT PIPE | LF | 42.000 | 2,310.84
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 4320.48 | 746.85 | 2.000 | 1,493.70
|
| 48" ROUND EQUIVALENT FLARED-END SECTION | EACH | 2.000 | 1,493.70
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 6000.10 | 4,000.00 | 1.000 | 4,000.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
|
| | | 0.500 | 2,000.00
|
| | 0.500 | 2,000.00
|
| | |
|
| 0011 6000.11 | 4,000.00 | 1.000 | 4,000.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
|
| | | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | |
|
| 0012 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
|
| | 1.000 | 5,000.00
|
| | |
|
| 0013 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
|
| | 1.000 | 5,000.00
|
| | |
|
| 0014 6010.22 | 300.00 | 74.200 | 22,260.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 74.200 | 22,260.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6010.26 | 280.00 | 121.200 | 33,936.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 121.200 | 33,936.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6020.00 | 0.50 | 31,270.000 | 15,635.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 31,270.000 | 15,635.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6040.00 | 20,000.00 | 1.000 | 20,000.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 20,000.00
|
| AT STA. 14+66 | | 1.000 | 20,000.00
|
| | 0.250 | 5,000.00
|
| | |
|
| 0018 6080.00 | 3.00 | 710.000 | 2,130.00
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 710.000 | 2,130.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6105.01 | 27.20 | 344.000 | 9,356.80
|
| ROCK RIPRAP, TYPE A | TON | 344.000 | 9,356.80
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 6200.00 | 25.00 | 1,070.000 | 26,750.00
|
| CONCRETE PILING | LF | 1,070.000 | 26,750.00
|
| | | 461.630 | 11,540.75
|
| | 461.630 | 11,540.75
|
| | |
|
| 0021 7020.00 | 1,100.00 | 4.000 | 4,400.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 7021.45 | 850.00 | 4.000 | 3,400.00
|
| BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,400.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6200.50 | 15.00 | 0.000 | 0.00
|
| PAY CUT-OFF FOR CONCRETE PILING | LF | 88.370 | 1,325.55
|
| Pay Cut-Off for Item 20 | | 88.370 | 1,325.55
|
| | 88.370 | 1,325.55
|
| | |
|
| GROUP 6 BRIDGE AT STA. 14+62 | | Contracted | 187,352.34
|
| | Current | 188,677.89
|
| | In place | 67,859.90
|
| | This Estimate | 42,859.90
|
| | |
|
| Totals for contract | | Contracted | 187,352.34
|
|---|
| | Current | 188,677.89
|
|---|
| | In place | 67,859.90
|
|---|
| | This Estimate | 42,859.90
|
|---|