| | | 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. 300+00 | | |
|
| 0001 0001.10 | 2.00 | 1,332.000 | 2,664.00
|
| BARRICADE, TYPE III | BDAY | 1,332.000 | 2,664.00
|
| | | 250.000 | 500.00
|
| | 250.000 | 500.00
|
| | |
|
| 0002 0001.90 | 0.50 | 1,554.000 | 777.00
|
| SIGN DAY | EACH | 1,554.000 | 777.00
|
| | | 221.000 | 110.50
|
| | 221.000 | 110.50
|
| | |
|
| 0003 0001.98 | 1.00 | 666.000 | 666.00
|
| CONTRACTOR FURNISHED SIGN | EACH | 666.000 | 666.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 0030.60 | 7,000.00 | 1.000 | 7,000.00
|
| MOBILIZATION | LS | 1.000 | 7,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1010.01 | 3.50 | 1,450.000 | 5,075.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | m3 | 1,450.000 | 5,075.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 1043.50 | 3.15 | 475.000 | 1,496.25
|
| RIPRAP FILTER FABRIC | m2 | 475.000 | 1,496.25
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 6000.10 | 2,200.00 | 1.000 | 2,200.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 6000.11 | 2,200.00 | 1.000 | 2,200.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 6001.00 | 8,600.00 | 1.000 | 8,600.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 8,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 6001.01 | 8,600.00 | 1.000 | 8,600.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 8,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 6010.22 | 520.00 | 85.300 | 44,356.00
|
| CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 85.300 | 44,356.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 6010.26 | 410.00 | 171.300 | 70,233.00
|
| CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 171.300 | 70,233.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 6040.00 | 3,900.00 | 1.000 | 3,900.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 3,900.00
|
| AT STA. 300+00 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 6080.00 | 6.02 | 375.000 | 2,257.50
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 375.000 | 2,257.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6081.00 | 5.79 | 205.000 | 1,186.95
|
| STRUCTURAL STEEL FOR SUPERSTRUCTURE | kg | 205.000 | 1,186.95
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6105.02 | 49.00 | 340.000 | 16,660.00
|
| ROCK RIPRAP, TYPE B | Mg | 340.000 | 16,660.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6131.50 | 1.37 | 26,560.000 | 36,387.20
|
| EPOXY COATED REINFORCING STEEL | kg | 26,560.000 | 36,387.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6200.00 | 112.00 | 432.400 | 48,428.80
|
| CONCRETE PILING | m | 432.400 | 48,428.80
|
| | | 280.000 | 31,360.00
|
| | 280.000 | 31,360.00
|
| | |
|
| 0019 7020.00 | 1,000.00 | 4.000 | 4,000.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 7021.47 | 1,450.00 | 4.000 | 5,800.00
|
| MELT | EACH | 4.000 | 5,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 300+00 | | Contracted | 272,487.70
|
| | Current | 272,487.70
|
| | In place | 31,970.50
|
| | This Estimate | 31,970.50
|
| | |
|
| Totals for contract | | Contracted | 272,487.70
|
|---|
| | Current | 272,487.70
|
|---|
| | In place | 31,970.50
|
|---|
| | This Estimate | 31,970.50
|
|---|