| | | 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. 18+70 | | |
|
0001 0001.10 | 2.30 | 1,190.000 | 2,737.00
|
BARRICADE, TYPE III | BDAY | 1,190.000 | 2,737.00
|
| | 664.000 | 1,527.20
|
| | 168.000 | 386.40
|
| | |
|
0002 0001.90 | 0.58 | 952.000 | 552.16
|
SIGN DAY | EACH | 952.000 | 552.16
|
| | 747.000 | 433.26
|
| | 189.000 | 109.62
|
| | |
|
0003 0001.98 | 1.15 | 714.000 | 821.10
|
CONTRACTOR FURNISHED SIGN | EACH | 714.000 | 821.10
|
| | 332.000 | 381.80
|
| | 84.000 | 96.60
|
| | |
|
0004 0030.60 | 24,943.50 | 1.000 | 24,943.50
|
MOBILIZATION | LS | 1.000 | 24,943.50
|
| | 1.000 | 24,943.50
|
| | 0.000 | 0.00
|
| | |
|
0005 1009.00 | 8,050.00 | 1.000 | 8,050.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 8,050.00
|
| | 0.900 | 7,245.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1011.00 | 17.25 | 25.000 | 431.25
|
WATER | MGAL | 25.000 | 431.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1030.00 | 6.90 | 2,269.000 | 15,656.10
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 2,269.000 | 15,656.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1300.18 | 18.40 | 36.000 | 662.40
|
18" DRIVEWAY CULVERT PIPE | LF | 36.000 | 662.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 6001.00 | 4,634.50 | 1.000 | 4,634.50
|
BENT NO.1 EXCAVATION | LS | 1.000 | 4,634.50
|
| | 1.000 | 4,634.50
|
| | 0.000 | 0.00
|
| | |
|
0010 6001.01 | 4,634.50 | 1.000 | 4,634.50
|
BENT NO.2 EXCAVATION | LS | 1.000 | 4,634.50
|
| | 1.000 | 4,634.50
|
| | 0.000 | 0.00
|
| | |
|
0011 6010.22 | 376.10 | 164.380 | 61,823.32
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 164.380 | 61,823.32
|
| | 164.380 | 61,823.31
|
| | 0.000 | 0.00
|
| | |
|
0012 6010.26 | 392.67 | 231.040 | 90,722.48
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 231.040 | 90,722.48
|
| | 213.420 | 83,803.63
|
| | 213.420 | 83,803.63
|
| | |
|
0013 6020.00 | 0.53 | 61,980.000 | 32,849.40
|
REINFORCING STEEL FOR BRIDGE | LB | 61,980.000 | 32,849.40
|
| | 44,100.000 | 23,373.01
|
| | 34,855.000 | 18,473.15
|
| | |
|
0014 6040.00 | 4,140.00 | 1.000 | 4,140.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,140.00
|
AT STA. 18+70 | | 1.000 | 4,140.00
|
| | 0.100 | 414.00
|
| | |
|
0015 6080.00 | 1.51 | 1,455.000 | 2,197.05
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,455.000 | 2,197.05
|
| | 1,455.000 | 2,197.06
|
| | 588.000 | 887.88
|
| | |
|
0016 6105.02 | 52.61 | 1,087.000 | 57,187.07
|
ROCK RIPRAP, TYPE B | TON | 1,087.000 | 57,187.07
|
| | 350.000 | 18,413.50
|
| | 150.000 | 7,891.50
|
| | |
|
0017 6210.12 | 22.28 | 1,310.000 | 29,186.80
|
HP 10"X42# STEEL PILING | LF | 1,327.250 | 29,571.13
|
| | 1,327.250 | 29,571.13
|
| | 0.000 | 0.00
|
| | |
|
0018 6310.00 | 12.07 | 2,853.000 | 34,435.71
|
STEEL SHEET PILING | SF | 2,853.000 | 34,435.71
|
| | 2,822.500 | 34,067.58
|
| | 0.000 | 0.00
|
| | |
|
0019 L006.00 | 86.25 | 2.000 | 172.50
|
COVER CROP SEEDING | ACRE | 2.000 | 172.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4000 6210.42 | 111.40 | 0.000 | 0.00
|
HP 10"X42#, PILE SPLICES | EACH | 6.000 | 668.40
|
In accordance with Para 3, Subsection 703.05 of the 1997 Standard Spces. for Highway Construction | | 6.000 | 668.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 18+70 | | Contracted | 375,836.83
|
| | Current | 376,889.56
|
| | In place | 301,857.38
|
| | This Estimate | 112,062.78
|
| | |
|
Totals for contract | | Contracted | 375,836.83
|
---|
| | Current | 376,889.56
|
---|
| | In place | 301,857.38
|
---|
| | This Estimate | 112,062.78
|
---|