| | | 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. 1421+40.34 | | |
|
| 0001 L020.00 | 1.80 | 6,700.000 | 12,060.00
|
| EROSION CONTROL | SY | 6,700.000 | 12,060.00
|
| | | 2,871.850 | 5,169.33
|
| | 2,871.850 | 5,169.33
|
| | |
|
| 0002 0001.08 | 0.50 | 964.000 | 482.00
|
| BARRICADE, TYPE II | BDAY | 964.000 | 482.00
|
| | | 1,180.000 | 590.00
|
| | 284.000 | 142.00
|
| | |
|
| 0003 0001.10 | 2.00 | 840.000 | 1,680.00
|
| BARRICADE, TYPE III | BDAY | 840.000 | 1,680.00
|
| | | 777.000 | 1,554.00
|
| | 68.000 | 136.00
|
| | |
|
| 0004 0001.30 | 2.20 | 498.000 | 1,095.60
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 498.000 | 1,095.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 0001.75 | 4.50 | 120.000 | 540.00
|
| TEMPORARY SIGN DAY | EACH | 120.000 | 540.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 0001.90 | 0.50 | 4,814.000 | 2,407.00
|
| SIGN DAY | EACH | 4,814.000 | 2,407.00
|
| | | 2,727.000 | 1,363.50
|
| | 407.000 | 203.50
|
| | |
|
| 0007 0002.30 | 0.80 | 800.000 | 640.00
|
| PAVEMENT MARKING REMOVAL | LF | 800.000 | 640.00
|
| | | 2,255.000 | 1,804.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 0002.38 | 0.60 | 400.000 | 240.00
|
| TEMPORARY PAVEMENT MARKING, TYPE I | LF | 400.000 | 240.00
|
| | | 2,181.000 | 1,308.60
|
| | 0.000 | 0.00
|
| | |
|
| 0009 0002.39 | 1.20 | 500.000 | 600.00
|
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 500.000 | 600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 0002.97 | 35.00 | 10.000 | 350.00
|
| FLASHING ARROW PANEL | DAY | 10.000 | 350.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 0003.51 | 18.00 | 550.000 | 9,900.00
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 550.000 | 9,900.00
|
| | | 530.000 | 9,540.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 0003.56 | 4.50 | 550.000 | 2,475.00
|
| RELOCATE CONCRETE PROTECTION BARRIER | LF | 550.000 | 2,475.00
|
| | | 530.000 | 2,385.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 0003.75 | 7,500.00 | 1.000 | 7,500.00
|
| TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 7,500.00
|
| | | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 0030.60 | 4,500.00 | 1.000 | 4,500.00
|
| MOBILIZATION | LS | 1.000 | 4,500.00
|
| | | 1.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 1033.00 | 3,555.00 | 4.200 | 14,931.00
|
| ROADWAY GRADING | STA | 4.200 | 14,931.00
|
| | | 4.200 | 14,931.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6004.50 | 105.00 | 60.500 | 6,352.50
|
| EXPANSION JOINT | LF | 60.500 | 6,352.50
|
| | | 60.500 | 6,352.50
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6010.26 | 450.00 | 84.400 | 37,980.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 84.400 | 37,980.00
|
| | | 80.050 | 36,022.50
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6020.00 | 2.00 | 9,765.000 | 19,530.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 9,765.000 | 19,530.00
|
| | | 8,849.000 | 17,698.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6030.00 | 11,500.00 | 1.000 | 11,500.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 11,500.00
|
| AT STA. 1421+40.34 | | 1.000 | 11,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 7011.20 | 11.78 | 325.000 | 3,828.50
|
| W-BEAM GUARDRAIL | LF | 325.000 | 3,828.50
|
| | | 425.000 | 5,006.50
|
| | 50.000 | 589.00
|
| | |
|
| 0021 7017.00 | 2.00 | 700.000 | 1,400.00
|
| REMOVE GUARDRAIL | LF | 700.000 | 1,400.00
|
| | | 700.000 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 7020.00 | 983.00 | 4.000 | 3,932.00
|
| BRIDGE APPROACH SECTIONS | EACH | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0023 7024.27 | 1,426.00 | 4.000 | 5,704.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 5,704.00
|
| | | 4.000 | 5,704.00
|
| | 0.000 | 0.00
|
| | |
|
| 0024 9188.50 | 32.00 | 467.000 | 14,944.00
|
| SURFACING UNDER GUARDRAIL | SY | 467.000 | 14,944.00
|
| | | 349.340 | 11,178.88
|
| | 0.000 | 0.00
|
| | |
|
| 4001 0003.70 | 350.00 | 0.000 | 0.00
|
| TEMPORARY RUMBLE STRIPS | EACH | 4.000 | 1,400.00
|
| | | 6.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
| 4002 7020.30 | 1,140.50 | 0.000 | 0.00
|
| BRIDGE APPROACH SECTION (MODIFIED) | EACH | 4.000 | 4,562.00
|
| Installation of twin spacer blocks. | | 4.000 | 4,562.00
|
| | 0.000 | 0.00
|
| | |
|
| 4003 0002.76 | 0.22 | 0.000 | 0.00
|
| PERMANENT PAVEMENT MARKING PAINT | LF | 3,200.000 | 704.00
|
| Permanent Pavement Marking across the top of the Interchange | | 3,027.000 | 665.94
|
| | 3,027.000 | 665.94
|
| | |
|
| GROUP 6 BRIDGE AT STA. 1421+40.34 | | Contracted | 164,571.60
|
| | Current | 167,305.60
|
| | In place | 152,835.75
|
| | This Estimate | 6,905.77
|
| | |
|
| Totals for contract | | Contracted | 164,571.60
|
|---|
| | Current | 167,305.60
|
|---|
| | In place | 152,835.75
|
|---|
| | This Estimate | 6,905.77
|
|---|