| | | 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. 735+65.54 | | |
|
0001 0030.60 | 6,500.00 | 1.000 | 6,500.00
|
MOBILIZATION | LS | 1.000 | 6,500.00
|
| | 1.000 | 6,500.00
|
| | 0.000 | 0.00
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| | |
|
0002 1101.25 | 2.50 | 202.000 | 505.00
|
SAWING PAVEMENT | LF | 202.000 | 505.00
|
| | 202.000 | 505.00
|
| | 0.000 | 0.00
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| | |
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0003 6004.50 | 47.00 | 151.600 | 7,125.20
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EXPANSION JOINT | LF | 151.600 | 7,125.20
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| | 151.600 | 7,125.20
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| | 0.000 | 0.00
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| | |
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0004 6010.26 | 250.00 | 137.500 | 34,375.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 137.500 | 34,375.00
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| | 134.580 | 33,645.00
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| | 0.000 | 0.00
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| | |
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0005 6030.00 | 17,200.00 | 1.000 | 17,200.00
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PREPARATION OF BRIDGE | EACH | 1.000 | 17,200.00
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AT STA. 735+65.54 | | 1.000 | 17,200.00
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| | 0.145 | 2,494.00
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| | |
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0006 6131.50 | 1.00 | 4,590.000 | 4,590.00
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EPOXY COATED REINFORCING STEEL | LB | 4,590.000 | 4,590.00
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| | 4,590.000 | 4,590.00
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| | 0.000 | 0.00
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| | |
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4001 3090.10 | 60.00 | 0.000 | 0.00
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10" CONCRETE PAVEMENT | SY | 256.000 | 15,360.00
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47BD with Type III cement. Cross-over at "I" Street. | | 256.000 | 15,360.00
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| | 0.000 | 0.00
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| | |
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4002 4029.10 | 1,250.00 | 0.000 | 0.00
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GRATE INLET | EACH | 1.000 | 1,250.00
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Install Grate Inlet at Sta. 707+50 Lt. @ Concrete Ring.Grade Soil for Drainage. | | 1.000 | 1,250.00
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| | 0.000 | 0.00
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| | |
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4003 A580.94 | 750.00 | 0.000 | 0.00
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INSTALL | EACH | 1.000 | 750.00
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Install and Remove (RIGHT) Sign Covers on Overhead Trusses.Cover Conflicting Signs with Tarps. Price is Per Weekend. | | 1.000 | 750.00
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| | 0.000 | 0.00
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| | |
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4004 0096.07 | -2,500.00 | 0.000 | 0.00
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DEDUCTION | EACH | 1.000 | -2,500.00
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Deduction for working weekdays on W.B. I-80. | | 1.000 | -2,500.00
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| | 0.000 | 0.00
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4005 9179.79 | 19.03 | 0.000 | 0.00
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MILLING FOR ASPHALTIC CONCRETE INLAY | SY | 320.000 | 6,089.60
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W.B. I-80 | | 413.560 | 7,870.05
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| | 0.000 | 0.00
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| | |
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4006 9005.45 | 110.52 | 0.000 | 0.00
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ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 84.000 | 9,283.68
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W.B. I-80 | | 81.730 | 9,032.80
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| | 0.000 | 0.00
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4021 A100.00 | 660.00 | 0.000 | 0.00
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WIRING FOR UNDERDECK LIGHTING | LS | 1.000 | 660.00
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| | 1.000 | 660.00
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| | 1.000 | 660.00
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GROUP 6 BRIDGE AT STA. 735+65.54 | | Contracted | 70,295.20
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| | Current | 101,188.48
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| | In place | 101,988.05
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| | This Estimate | 3,154.00
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GROUP 6A BRIDGE AT STA. 735+65.54 | | |
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0007 0030.60 | 6,500.00 | 1.000 | 6,500.00
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MOBILIZATION | LS | 1.000 | 6,500.00
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| | 1.000 | 6,500.00
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| | 0.000 | 0.00
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0008 1101.25 | 2.50 | 209.000 | 522.50
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SAWING PAVEMENT | LF | 209.000 | 522.50
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| | 209.000 | 522.50
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| | 0.000 | 0.00
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0009 6004.50 | 47.00 | 151.600 | 7,125.20
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EXPANSION JOINT | LF | 151.600 | 7,125.20
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| | 151.600 | 7,125.20
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| | 0.000 | 0.00
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0010 6010.26 | 250.00 | 137.500 | 34,375.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 137.500 | 34,375.00
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| | 149.870 | 37,467.50
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| | 0.000 | 0.00
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0011 6030.00 | 17,200.00 | 1.000 | 17,200.00
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PREPARATION OF BRIDGE | EACH | 1.000 | 17,200.00
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AT STA. 735+65.54 | | 1.000 | 17,200.00
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| | 0.000 | 0.00
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0012 6131.50 | 1.00 | 4,925.000 | 4,925.00
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EPOXY COATED REINFORCING STEEL | LB | 4,925.000 | 4,925.00
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| | 4,925.000 | 4,925.00
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| | 0.000 | 0.00
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4007 9179.79 | 19.03 | 0.000 | 0.00
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MILLING FOR ASPHALTIC CONCRETE INLAY | SY | 254.000 | 4,833.62
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E.B. I-80 | | 331.550 | 6,309.40
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| | 0.000 | 0.00
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4008 9005.45 | 110.52 | 0.000 | 0.00
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ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 95.000 | 10,499.40
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E.B. I - 80 | | 111.320 | 12,303.09
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| | 0.000 | 0.00
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4009 0030.50 | 2,200.00 | 0.000 | 0.00
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MOBILIZATION | LS | 1.000 | 2,200.00
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Traffic Control | | 1.000 | 2,200.00
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| | 0.000 | 0.00
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4010 0002.75 | 3.50 | 0.000 | 0.00
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PERMANENT PAVEMENT MARKING | LF | 960.000 | 3,360.00
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| | 839.000 | 2,936.50
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| | 0.000 | 0.00
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GROUP 6A BRIDGE AT STA. 735+65.54 | | Contracted | 70,647.70
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| | Current | 91,540.72
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| | In place | 97,489.19
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| | This Estimate | 0.00
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GROUP 6B BRIDGE AT STA. 11+74.56 | | |
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0013 0030.10 | 5,500.00 | 1.000 | 5,500.00
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MOBILIZATION | LS | 1.000 | 5,500.00
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| | 1.000 | 5,500.00
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| | 0.000 | 0.00
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0014 1101.25 | 2.50 | 180.000 | 450.00
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SAWING PAVEMENT | LF | 180.000 | 450.00
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| | 180.000 | 450.00
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| | 0.000 | 0.00
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0015 6004.50 | 100.00 | 92.300 | 9,230.00
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EXPANSION JOINT | LF | 92.300 | 9,230.00
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| | 92.300 | 9,230.00
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| | 0.000 | 0.00
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0016 6010.26 | 1,850.00 | 6.500 | 12,025.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 6.500 | 12,025.00
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| | 6.500 | 12,025.00
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| | 0.000 | 0.00
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0017 6030.00 | 17,900.00 | 1.000 | 17,900.00
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PREPARATION OF BRIDGE | EACH | 1.000 | 17,900.00
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AT STA. 11+74.56 | | 1.000 | 17,900.00
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| | 0.000 | 0.00
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0018 6131.50 | 2.00 | 825.000 | 1,650.00
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EPOXY COATED REINFORCING STEEL | LB | 825.000 | 1,650.00
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| | 825.000 | 1,650.00
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| | 0.000 | 0.00
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GROUP 6B BRIDGE AT STA. 11+74.56 | | Contracted | 46,755.00
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| | Current | 46,755.00
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| | In place | 46,755.00
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| | This Estimate | 0.00
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GROUP 6C BRIDGE AT STA. 1064+63.43 | | |
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0019 0030.60 | 5,500.00 | 1.000 | 5,500.00
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MOBILIZATION | LS | 1.000 | 5,500.00
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| | 1.000 | 5,500.00
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| | 0.000 | 0.00
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0020 1101.25 | 2.50 | 81.000 | 202.50
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SAWING PAVEMENT | LF | 38.000 | 95.00
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| | 38.000 | 95.00
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| | 0.000 | 0.00
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0021 6010.26 | 250.00 | 25.600 | 6,400.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 25.600 | 6,400.00
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| | 112.630 | 28,157.50
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| | 0.000 | 0.00
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0022 6030.00 | 6,000.00 | 1.000 | 6,000.00
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PREPARATION OF BRIDGE | EACH | 1.000 | 6,000.00
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AT STA. 1064+63.43 | | 1.000 | 6,000.00
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| | 0.000 | 0.00
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0023 6131.50 | 0.70 | 17,015.000 | 11,910.50
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EPOXY COATED REINFORCING STEEL | LB | 3,115.500 | 2,180.85
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| | 3,115.500 | 2,180.85
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| | 0.000 | 0.00
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4011 0030.01 | 19,500.00 | 0.000 | 0.00
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ADDITIONAL MOBILIZATION | LS | 1.000 | 19,500.00
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Additional Mobilization for Full Bridge Approach Removal. | | 1.000 | 19,500.00
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| | 1.000 | 19,500.00
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4012 4044.90 | 30,000.00 | 0.000 | 0.00
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PREPARATION OF EXISTING STRUCTURE REVISED | EACH | 1.000 | 30,000.00
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Additional Preparation for Full Bridge Approach Removal. | | 1.000 | 30,000.00
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| | 1.000 | 30,000.00
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4013 3051.10 | 1.00 | 0.000 | 0.00
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EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 11,422.000 | 11,422.00
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Revised Price for Full Removal of Bridge Approach. | | 11,422.000 | 11,422.00
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| | 11,422.000 | 11,422.00
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4014 6802.00 | 30.00 | 0.000 | 0.00
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INSTALL REINFORCING STEEL FOR ABUTMENT WALLS | EACH | 100.000 | 3,000.00
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Installing # 8 Dowels Into Abutment Wall. | | 90.000 | 2,700.00
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| | 90.000 | 2,700.00
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4015 6004.50 | 100.00 | 0.000 | 0.00
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EXPANSION JOINT | LF | 37.000 | 3,700.00
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Installing 5 " Polytite Expansion Joint. | | 37.000 | 3,700.00
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| | 37.000 | 3,700.00
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4016 9035.00 | 67.57 | 0.000 | 0.00
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PREPARE EXPANSION RELIEF JOINT | LF | 37.000 | 2,500.09
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Sawcutting, Removal and Preparation of 37' Joint. Left Shoulder and Two Left Lane E.B. I-80 Sta. 1064+63.43. | | 37.000 | 2,500.09
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| | 37.000 | 2,500.09
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4017 6004.50 | 75.00 | 0.000 | 0.00
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EXPANSION JOINT | LF | 80.000 | 6,000.00
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Installing 2.5 " Polytite Expansion Joint. | | 80.000 | 6,000.00
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| | 80.000 | 6,000.00
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4018 3211.30 | 3.00 | 0.000 | 0.00
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SEALING JOINTS | LF | 400.000 | 1,200.00
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| | 462.000 | 1,386.00
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| | 462.000 | 1,386.00
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GROUP 6C BRIDGE AT STA. 1064+63.43 | | Contracted | 30,013.00
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| | Current | 97,497.94
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| | In place | 119,141.44
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| | This Estimate | 77,208.09
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GROUP 6D BRIDGE AT STA. 1286+63 | | |
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0024 0030.60 | 5,500.00 | 1.000 | 5,500.00
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MOBILIZATION | LS | 1.000 | 5,500.00
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| | 1.000 | 5,500.00
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| | 0.000 | 0.00
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0025 1101.25 | 2.50 | 12.000 | 30.00
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SAWING PAVEMENT | LF | 12.000 | 30.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0026 6004.50 | 80.00 | 96.000 | 7,680.00
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EXPANSION JOINT | LF | 96.000 | 7,680.00
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| | 96.000 | 7,680.00
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| | 0.000 | 0.00
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0027 6010.26 | 3,200.00 | 0.350 | 1,120.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 0.350 | 1,120.00
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| | 0.350 | 1,120.00
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| | 0.000 | 0.00
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0028 6030.00 | 8,300.00 | 1.000 | 8,300.00
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PREPARATION OF BRIDGE | EACH | 1.000 | 8,300.00
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AT STA. 1286+63.00 | | 1.000 | 8,300.00
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| | 0.000 | 0.00
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0029 6107.00 | 40.00 | 340.000 | 13,600.00
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CONCRETE SLOPE PROTECTION | SY | 340.000 | 13,600.00
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| | 340.000 | 13,600.00
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| | 0.000 | 0.00
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4019 4976.05 | 1,218.81 | 0.000 | 0.00
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ADDITIONAL WORK | LS | 1.000 | 1,218.81
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Extra Work for Backfilling Abut and Replacing Sidewalk. | | 1.000 | 1,218.81
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| | 1.000 | 1,218.81
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GROUP 6D BRIDGE AT STA. 1286+63 | | Contracted | 36,230.00
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| | Current | 37,448.81
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| | In place | 37,418.81
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| | This Estimate | 1,218.81
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GROUP 10 GENERAL ITEMS | | |
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0030 0001.08 | 0.50 | 1,424.000 | 712.00
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BARRICADE, TYPE II | BDAY | 1,424.000 | 712.00
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| | 2,945.000 | 1,472.50
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| | 177.000 | 88.50
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0031 0001.10 | 10.00 | 224.000 | 2,240.00
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BARRICADE, TYPE III | BDAY | 224.000 | 2,240.00
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| | 466.000 | 4,660.00
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| | 25.000 | 250.00
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0032 0001.30 | 10.00 | 40.000 | 400.00
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 40.000 | 400.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0033 0001.75 | 20.00 | 200.000 | 4,000.00
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TEMPORARY SIGN DAY | EACH | 200.000 | 4,000.00
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| | 856.000 | 17,120.00
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| | 54.000 | 1,080.00
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0034 0001.90 | 3.00 | 632.000 | 1,896.00
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SIGN DAY | EACH | 632.000 | 1,896.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0035 0002.39 | 2.00 | 3,200.000 | 6,400.00
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TEMPORARY PAVEMENT MARKING, TYPE II | LF | 3,200.000 | 6,400.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0036 0002.43 | 3.00 | 500.000 | 1,500.00
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TEMPORARY PAVEMENT MARKING, TYPE II BLACK | LF | 500.000 | 1,500.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0037 0002.48 | 3.00 | 650.000 | 1,950.00
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TEMPORARY RAISED PAVEMENT MARKER | EACH | 650.000 | 1,950.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0038 0002.97 | 240.00 | 50.000 | 12,000.00
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FLASHING ARROW PANEL | DAY | 50.000 | 12,000.00
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| | 74.000 | 17,760.00
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| | 4.000 | 960.00
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0039 0003.10 | 250.00 | 10.000 | 2,500.00
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FLAGGING | DAY | 10.000 | 2,500.00
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| | 4.000 | 1,000.00
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| | 0.000 | 0.00
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0040 0030.10 | 1,500.00 | 1.000 | 1,500.00
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MOBILIZATION | LS | 1.000 | 1,500.00
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| | 1.000 | 1,500.00
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| | 0.000 | 0.00
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4020 7050.02 | 28,903.89 | 0.000 | 0.00
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ADDITIONAL COMPENSATION | LS | 1.000 | 28,903.89
|
Project Incentive | | 1.000 | 28,903.89
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| | 1.000 | 28,903.89
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| | |
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GROUP 10 GENERAL ITEMS | | Contracted | 35,098.00
|
| | Current | 64,001.89
|
| | In place | 72,416.39
|
| | This Estimate | 31,282.39
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| | |
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Totals for contract | | Contracted | 289,038.90
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| | Current | 438,432.84
|
---|
| | In place | 475,208.88
|
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| | This Estimate | 112,863.29
|
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