| | | 1. Contracted
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 6 BRIDGE AT STA. 14+95.52 | | |
|
0001 0001.08 | 0.50 | 1,170.000 | 585.00
|
BARRICADE, TYPE II | BDAY | 1,170.000 | 585.00
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| | 671.000 | 335.50
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| | 222.000 | 111.00
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| | |
|
0002 0001.10 | 2.65 | 1,782.000 | 4,722.30
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BARRICADE, TYPE III | BDAY | 1,782.000 | 4,722.30
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| | 689.000 | 1,825.85
|
| | 169.000 | 447.85
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| | |
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0003 0001.75 | 2.65 | 656.000 | 1,738.40
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TEMPORARY SIGN DAY | EACH | 656.000 | 1,738.40
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| | 134.000 | 355.10
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| | 74.000 | 196.10
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| | |
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0004 0001.90 | 2.40 | 3,614.000 | 8,673.60
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SIGN DAY | EACH | 3,614.000 | 8,673.60
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| | 3,191.000 | 7,658.40
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| | 782.000 | 1,876.80
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| | |
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0005 0001.98 | 2.40 | 850.000 | 2,040.00
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CONTRACTOR FURNISHED SIGN | EACH | 850.000 | 2,040.00
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| | 1,498.000 | 3,595.20
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| | 386.000 | 926.40
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| | |
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0006 0002.97 | 53.00 | 34.000 | 1,802.00
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FLASHING ARROW PANEL | DAY | 34.000 | 1,802.00
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| | 17.000 | 901.00
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| | 7.000 | 371.00
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| | |
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0007 0003.51 | 13.30 | 837.500 | 11,138.75
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INSTALL CONCRETE PROTECTION BARRIER | LF | 837.500 | 11,138.75
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| | 721.000 | 9,589.30
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| | 0.000 | 0.00
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| | |
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0008 0003.58 | 2,650.00 | 4.000 | 10,600.00
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INERTIAL BARRIER SYSTEM | EACH | 4.000 | 10,600.00
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| | 4.000 | 10,600.00
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| | 0.000 | 0.00
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| | |
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0009 0003.64 | 265.00 | 5.000 | 1,325.00
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REPLACEMENT MODULE | EACH | 5.000 | 1,325.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0010 0005.10 | 200.00 | 134.000 | 26,800.00
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TRAFFIC CONTROL MANAGEMENT | DAY | 134.000 | 26,800.00
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| | 61.000 | 12,200.00
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| | 9.000 | 1,800.00
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0011 0030.60 | 60,000.00 | 1.000 | 60,000.00
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MOBILIZATION | LS | 1.000 | 60,000.00
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| | 1.000 | 60,000.00
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| | 0.000 | 0.00
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| | |
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0012 1011.00 | 8.00 | 65.000 | 520.00
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WATER | MGAL | 65.000 | 520.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0013 1030.00 | 19.00 | 1,720.000 | 32,680.00
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EARTHWORK MEASURED IN EMBANKMENT | CY | 1,720.000 | 32,680.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0014 2001.00 | 28.00 | 200.000 | 5,600.00
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GRAVEL SURFACE COURSE | CY | 200.000 | 5,600.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0015 2005.50 | 20.00 | 395.000 | 7,900.00
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CLAY SURFACE COURSE | CY | 395.000 | 7,900.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0016 2009.10 | 630.00 | 7.610 | 4,794.30
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GRAVEL EMBEDMENT | STA | 7.610 | 4,794.30
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0017 6000.10 | 8,000.00 | 1.000 | 8,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 8,000.00
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| | 1.000 | 8,000.00
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| | 0.000 | 0.00
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0018 6000.11 | 8,000.00 | 1.000 | 8,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 8,000.00
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| | 1.000 | 8,000.00
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| | 0.000 | 0.00
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0019 6000.20 | 12,500.00 | 1.000 | 12,500.00
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PIER NO.1 EXCAVATION | LS | 1.000 | 12,500.00
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| | 1.000 | 12,500.00
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| | 0.000 | 0.00
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0020 6005.78 | 1,000.00 | 8.000 | 8,000.00
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EXPANSION BEARING, TFE TYPE | EACH | 8.000 | 8,000.00
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| | 8.000 | 8,000.00
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| | 0.000 | 0.00
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0021 6005.83 | 820.00 | 8.000 | 6,560.00
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FIXED BEARING | EACH | 8.000 | 6,560.00
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| | 16.000 | 13,120.00
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| | 8.000 | 6,560.00
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0022 6010.22 | 360.00 | 193.200 | 69,552.00
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 193.200 | 69,552.00
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| | 96.140 | 34,610.40
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| | 0.000 | 0.00
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0023 6010.26 | 400.00 | 267.500 | 107,000.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 267.500 | 107,000.00
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| | 26.000 | 10,400.00
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| | 26.000 | 10,400.00
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0024 6011.11 | 165,300.00 | 1.000 | 165,300.00
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PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 165,300.00
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AT STA.14+95.52 | | 0.875 | 144,637.50
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| | 0.000 | 0.00
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0025 6030.00 | 18,000.00 | 1.000 | 18,000.00
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PREPARATION OF BRIDGE | EACH | 1.000 | 18,000.00
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AT STA. 14+95.52 | | 0.400 | 7,200.00
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| | 0.000 | 0.00
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0026 6107.00 | 71.00 | 35.000 | 2,485.00
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CONCRETE SLOPE PROTECTION | SY | 35.000 | 2,485.00
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| | 80.112 | 5,687.95
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| | 0.000 | 0.00
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0027 6131.50 | 0.63 | 61,900.000 | 38,997.00
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EPOXY COATED REINFORCING STEEL | LB | 61,900.000 | 38,997.00
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| | 14,958.000 | 9,423.54
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| | 2,073.000 | 1,305.99
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0028 6210.50 | 35.00 | 620.000 | 21,700.00
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PIPE PILING | LF | 620.000 | 21,700.00
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| | 617.170 | 21,600.88
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| | 0.000 | 0.00
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0029 6310.00 | 10.20 | 3,831.200 | 39,078.24
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STEEL SHEET PILING | SF | 3,831.200 | 39,078.24
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| | 3,831.200 | 39,078.24
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| | 0.000 | 0.00
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0030 7011.20 | 15.85 | 50.000 | 792.50
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W-BEAM GUARDRAIL | LF | 50.000 | 792.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0031 7011.30 | 15.85 | 387.500 | 6,141.88
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THRIE-BEAM GUARDRAIL | LF | 387.500 | 6,141.88
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0032 7017.00 | 3.20 | 437.500 | 1,400.00
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REMOVE GUARDRAIL | LF | 437.500 | 1,400.00
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| | 151.600 | 485.12
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| | 0.000 | 0.00
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0033 7020.00 | 1,800.00 | 4.000 | 7,200.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 7,200.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0034 7022.50 | 4,650.00 | 2.000 | 9,300.00
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BULLNOSE-12.5' | EACH | 2.000 | 9,300.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0035 7024.27 | 1,600.00 | 4.000 | 6,400.00
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GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,400.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0036 L020.00 | 1.85 | 5,270.000 | 9,749.50
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EROSION CONTROL | SY | 5,270.000 | 9,749.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 14+95.52 | | Contracted | 727,075.47
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| | Current | 727,075.47
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| | In place | 429,803.98
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| | This Estimate | 23,995.14
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Totals for contract | | Contracted | 727,075.47
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| | Current | 727,075.47
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| | In place | 429,803.98
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| | This Estimate | 23,995.14
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