| | | 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. 573+03 | | |
|
| 0001 0030.60 | 5,000.00 | 1.000 | 5,000.00
|
| MOBILIZATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 6004.50 | 50.00 | 94.000 | 4,700.00
|
| EXPANSION JOINT | LF | 94.000 | 4,700.00
|
| | | 94.000 | 4,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 6010.26 | 600.00 | 31.500 | 18,900.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 31.500 | 18,900.00
|
| | | 44.000 | 26,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 6020.00 | 1.00 | 4,250.000 | 4,250.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 4,250.000 | 4,250.00
|
| | | 4,638.500 | 4,638.50
|
| | 388.500 | 388.50
|
| | |
|
| 0005 6030.00 | 20,000.00 | 1.000 | 20,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 20,000.00
|
| AT R.P. 401.05 | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 6617.00 | 2,500.00 | 2.000 | 5,000.00
|
| ABUTMENT REPAIR | EACH | 2.000 | 5,000.00
|
| | | 2.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 573+03 | | Contracted | 57,850.00
|
| | Current | 57,850.00
|
| | In place | 65,738.50
|
| | This Estimate | 388.50
|
| | |
|
| GROUP 6A BRIDGE AT STA. 573+03 | | |
|
| 0007 0030.60 | 5,000.00 | 1.000 | 5,000.00
|
| MOBILIZATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 6004.50 | 50.00 | 94.000 | 4,700.00
|
| EXPANSION JOINT | LF | 94.000 | 4,700.00
|
| | | 94.000 | 4,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 6010.26 | 600.00 | 31.500 | 18,900.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 31.500 | 18,900.00
|
| | | 44.750 | 26,850.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 6020.00 | 1.00 | 4,250.000 | 4,250.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 4,250.000 | 4,250.00
|
| | | 4,638.500 | 4,638.50
|
| | 388.500 | 388.50
|
| | |
|
| 0011 6030.00 | 20,000.00 | 1.000 | 20,000.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 20,000.00
|
| AT R.P. 401.06 | | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 6617.00 | 2,500.00 | 2.000 | 5,000.00
|
| ABUTMENT REPAIR | EACH | 2.000 | 5,000.00
|
| | | 2.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6A BRIDGE AT STA. 573+03 | | Contracted | 57,850.00
|
| | Current | 57,850.00
|
| | In place | 66,188.50
|
| | This Estimate | 388.50
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0013 0001.08 | 0.50 | 3,720.000 | 1,860.00
|
| BARRICADE, TYPE II | BDAY | 3,720.000 | 1,860.00
|
| | | 3,469.000 | 1,734.50
|
| | 0.000 | 0.00
|
| | |
|
| 0014 0001.10 | 2.00 | 372.000 | 744.00
|
| BARRICADE, TYPE III | BDAY | 372.000 | 744.00
|
| | | 1,111.000 | 2,222.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 0001.30 | 2.50 | 248.000 | 620.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 248.000 | 620.00
|
| | | 1,287.000 | 3,217.50
|
| | 0.000 | 0.00
|
| | |
|
| 0016 0001.90 | 0.75 | 3,100.000 | 2,325.00
|
| SIGN DAY | EACH | 3,100.000 | 2,325.00
|
| | | 2,966.000 | 2,224.50
|
| | 0.000 | 0.00
|
| | |
|
| 0017 0002.97 | 60.00 | 124.000 | 7,440.00
|
| FLASHING ARROW PANEL | DAY | 124.000 | 7,440.00
|
| | | 101.000 | 6,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0018 0030.00 | 500.00 | 1.000 | 500.00
|
| MOBILIZATION | LS | 1.000 | 500.00
|
| | | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 13,489.00
|
| | Current | 13,489.00
|
| | In place | 15,958.50
|
| | This Estimate | 0.00
|
| | |
|
| Totals for contract | | Contracted | 129,189.00
|
|---|
| | Current | 129,189.00
|
|---|
| | In place | 147,885.50
|
|---|
| | This Estimate | 777.00
|
|---|