| | | 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. 13+40 | | |
|
| 0001 0001.10 | 0.35 | 1,110.000 | 388.50
|
| BARRICADE, TYPE III | BDAY | 1,110.000 | 388.50
|
| | | 2,040.000 | 714.00
|
| | 288.000 | 100.80
|
| | |
|
| 0002 0001.30 | 1.13 | 222.000 | 250.86
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 222.000 | 250.86
|
| | | 96.000 | 108.48
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0001.90 | 0.91 | 1,776.000 | 1,616.16
|
| SIGN DAY | EACH | 1,776.000 | 1,616.16
|
| | | 1,700.000 | 1,547.00
|
| | 240.000 | 218.40
|
| | |
|
| 0004 0030.60 | 2,598.84 | 1.000 | 2,598.84
|
| MOBILIZATION | LS | 1.000 | 2,598.84
|
| | | 1.000 | 2,598.84
|
| | 0.000 | 0.00
|
| | |
|
| 0005 1010.01 | 2.44 | 940.000 | 2,293.60
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 940.000 | 2,293.60
|
| | | 940.000 | 2,293.60
|
| | 0.000 | 0.00
|
| | |
|
| 0006 6000.10 | 800.00 | 1.000 | 800.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 800.00
|
| | | 1.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 6000.11 | 800.00 | 1.000 | 800.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 800.00
|
| | | 1.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 6001.50 | 800.00 | 1.000 | 800.00
|
| BENT NO.1 EXCAVATION | LS | 1.000 | 800.00
|
| | | 1.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 6001.51 | 800.00 | 1.000 | 800.00
|
| BENT NO.2 EXCAVATION | LS | 1.000 | 800.00
|
| | | 1.000 | 800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 6010.22 | 241.24 | 130.000 | 31,361.20
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 130.000 | 31,361.20
|
| | | 130.000 | 31,361.20
|
| | 2.500 | 603.10
|
| | |
|
| 0011 6010.26 | 322.30 | 199.700 | 64,363.31
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 199.700 | 64,363.31
|
| | | 199.700 | 64,363.31
|
| | 15.700 | 5,060.11
|
| | |
|
| 0012 6020.00 | 0.60 | 46,300.000 | 27,780.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 46,300.000 | 27,780.00
|
| | | 46,300.000 | 27,780.00
|
| | 3,635.000 | 2,181.00
|
| | |
|
| 0013 6040.00 | 4,985.00 | 1.000 | 4,985.00
|
| REMOVE STRUCTURE | EACH | 1.000 | 4,985.00
|
| AT STA, 13+43 | | 1.000 | 4,985.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 6080.00 | 2.21 | 1,435.000 | 3,171.35
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,435.000 | 3,171.35
|
| | | 1,435.000 | 3,171.35
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6105.02 | 41.19 | 375.000 | 15,446.25
|
| ROCK RIPRAP, TYPE B | TON | 375.000 | 15,446.25
|
| | | 383.620 | 15,801.31
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6210.50 | 17.80 | 1,780.000 | 31,684.00
|
| PIPE PILING | LF | 1,780.000 | 31,684.00
|
| | | 1,699.735 | 30,255.28
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6310.00 | 8.98 | 1,907.000 | 17,124.86
|
| STEEL SHEET PILING | SF | 1,907.000 | 17,124.86
|
| | | 1,907.000 | 17,124.86
|
| | 0.000 | 0.00
|
| | |
|
| 0018 7020.00 | 1,166.50 | 2.000 | 2,333.00
|
| BRIDGE APPROACH SECTIONS | EACH | 2.000 | 2,333.00
|
| | | 2.000 | 2,333.00
|
| | 2.000 | 2,333.00
|
| | |
|
| 0019 7021.45 | 970.50 | 2.000 | 1,941.00
|
| BREAKAWAY CABLE TERMINAL | EACH | 2.000 | 1,941.00
|
| | | 2.000 | 1,941.00
|
| | 2.000 | 1,941.00
|
| | |
|
| 4001 6210.60 | 10.68 | 0.000 | 0.00
|
| PAY CUT-OFF FOR PIPE PILE | LF | 90.265 | 964.03
|
| | | 90.265 | 964.03
|
| | 0.000 | 0.00
|
| | |
|
| 4002 6210.61 | 89.00 | 0.000 | 0.00
|
| PILE SPLICE | EACH | 1.000 | 89.00
|
| | | 1.000 | 89.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 13+40 | | Contracted | 210,537.93
|
| | Current | 211,590.96
|
| | In place | 210,631.26
|
| | This Estimate | 12,437.41
|
| | |
|
| Totals for contract | | Contracted | 210,537.93
|
|---|
| | Current | 211,590.96
|
|---|
| | In place | 210,631.26
|
|---|
| | This Estimate | 12,437.41
|
|---|