| | | 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. 18+70 | | |
|
0001 0001.10 | 2.30 | 1,190.000 | 2,737.00
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BARRICADE, TYPE III | BDAY | 1,190.000 | 2,737.00
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| | 272.000 | 625.60
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| | 112.000 | 257.60
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| | |
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0002 0001.90 | 0.58 | 952.000 | 552.16
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SIGN DAY | EACH | 952.000 | 552.16
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| | 306.000 | 177.48
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| | 126.000 | 73.08
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| | |
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0003 0001.98 | 1.15 | 714.000 | 821.10
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CONTRACTOR FURNISHED SIGN | EACH | 714.000 | 821.10
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| | 136.000 | 156.40
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| | 56.000 | 64.40
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0004 0030.60 | 24,943.50 | 1.000 | 24,943.50
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MOBILIZATION | LS | 1.000 | 24,943.50
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| | 1.000 | 24,943.50
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| | 0.000 | 0.00
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| | |
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0005 1009.00 | 8,050.00 | 1.000 | 8,050.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 8,050.00
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| | 0.900 | 7,245.00
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| | 0.000 | 0.00
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| | |
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0006 1011.00 | 17.25 | 25.000 | 431.25
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WATER | MGAL | 25.000 | 431.25
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0007 1030.00 | 6.90 | 2,269.000 | 15,656.10
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EARTHWORK MEASURED IN EMBANKMENT | CY | 2,269.000 | 15,656.10
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0008 1300.18 | 18.40 | 36.000 | 662.40
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18" DRIVEWAY CULVERT PIPE | LF | 36.000 | 662.40
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0009 6001.00 | 4,634.50 | 1.000 | 4,634.50
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BENT NO.1 EXCAVATION | LS | 1.000 | 4,634.50
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| | 1.000 | 4,634.50
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| | 0.250 | 1,158.62
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0010 6001.01 | 4,634.50 | 1.000 | 4,634.50
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BENT NO.2 EXCAVATION | LS | 1.000 | 4,634.50
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| | 1.000 | 4,634.50
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| | 0.000 | 0.00
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| | |
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0011 6010.22 | 376.10 | 164.380 | 61,823.32
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 164.380 | 61,823.32
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| | 56.120 | 21,106.73
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| | 56.120 | 21,106.73
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0012 6010.26 | 392.67 | 231.040 | 90,722.48
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 231.040 | 90,722.48
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0013 6020.00 | 0.53 | 61,980.000 | 32,849.40
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REINFORCING STEEL FOR BRIDGE | LB | 61,980.000 | 32,849.40
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| | 2,290.000 | 1,213.70
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| | 2,290.000 | 1,213.70
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0014 6040.00 | 4,140.00 | 1.000 | 4,140.00
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REMOVE STRUCTURE | EACH | 1.000 | 4,140.00
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AT STA. 18+70 | | 0.900 | 3,726.00
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| | 0.000 | 0.00
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0015 6080.00 | 1.51 | 1,455.000 | 2,197.05
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STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,455.000 | 2,197.05
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| | 433.500 | 654.59
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| | 433.500 | 654.59
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0016 6105.02 | 52.61 | 1,087.000 | 57,187.07
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ROCK RIPRAP, TYPE B | TON | 1,087.000 | 57,187.07
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0017 6210.12 | 22.28 | 1,310.000 | 29,186.80
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HP 10"X42# STEEL PILING | LF | 1,327.250 | 29,571.13
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| | 1,328.500 | 29,598.98
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| | 0.000 | 0.00
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0018 6310.00 | 12.07 | 2,853.000 | 34,435.71
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STEEL SHEET PILING | SF | 2,853.000 | 34,435.71
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0019 L006.00 | 86.25 | 2.000 | 172.50
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COVER CROP SEEDING | ACRE | 2.000 | 172.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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4000 6210.42 | 111.40 | 0.000 | 0.00
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HP 10"X42#, PILE SPLICES | EACH | 6.000 | 668.40
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In accordance with Para 3, Subsection 703.05 of the 1997 Standard Spces. for Highway Construction | | 6.000 | 668.40
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| | 6.000 | 668.40
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| | |
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GROUP 6 BRIDGE AT STA. 18+70 | | Contracted | 375,836.83
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| | Current | 376,889.56
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| | In place | 99,385.38
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| | This Estimate | 25,197.12
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| | |
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Totals for contract | | Contracted | 375,836.83
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| | Current | 376,889.56
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| | In place | 99,385.38
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| | This Estimate | 25,197.12
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