| | | 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 1 GRADING | | |
|
0001 L006.00 | 360.00 | 5.000 | 1,800.00
|
COVER CROP SEEDING | ACRE | 5.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
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| | |
|
0003 1000.00 | 115.00 | 26.000 | 2,990.00
|
LARGE TREE REMOVAL | EACH | 26.000 | 2,990.00
|
| | 26.000 | 2,990.00
|
| | 0.000 | 0.00
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| | |
|
0004 1010.01 | 2.10 | 48,524.000 | 101,900.40
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 48,524.000 | 101,900.40
|
| | 48,524.000 | 101,900.40
|
| | 3,273.000 | 6,873.30
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| | |
|
0005 1011.00 | 10.00 | 100.000 | 1,000.00
|
WATER | MGAL | 100.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0006 1300.24 | 13.00 | 84.000 | 1,092.00
|
24" DRIVEWAY CULVERT PIPE | LF | 84.000 | 1,092.00
|
| | 42.000 | 546.00
|
| | 0.000 | 0.00
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| | |
|
0007 1300.30 | 18.00 | 60.000 | 1,080.00
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30" DRIVEWAY CULVERT PIPE | LF | 60.000 | 1,080.00
|
| | 60.000 | 1,080.00
|
| | 0.000 | 0.00
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| | |
|
0008 1305.24 | 13.10 | 28.000 | 366.80
|
24" ROUND EQUIVALENT DRIVEWAY CULVERT PIPE | LF | 28.000 | 366.80
|
| | 28.000 | 366.80
|
| | 0.000 | 0.00
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| | |
|
0009 2009.51 | 60.00 | 31.174 | 1,870.44
|
CRUSHED ROCK EMBEDMENT | STA | 31.174 | 1,870.44
|
| | 31.174 | 1,870.44
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| | 31.174 | 1,870.44
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| | |
|
0010 2010.03 | 16.40 | 902.000 | 14,792.80
|
CRUSHED ROCK SURFACE COURSE | TON | 902.000 | 14,792.80
|
| | 946.810 | 15,527.68
|
| | 946.810 | 15,527.68
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| | |
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4010 1010.10 | 4.50 | 0.000 | 0.00
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EXCAVATION, BORROW | CY | 14,745.000 | 66,352.50
|
Borrow Pit Excavation | | 14,745.000 | 66,352.50
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| | 0.000 | 0.00
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| | |
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GROUP 1 GRADING | | Contracted | 129,892.44
|
| | Current | 196,244.94
|
| | In place | 193,633.82
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| | This Estimate | 24,271.42
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| | |
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GROUP 4 CULVERTS | | |
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0011 0030.40 | 1,000.00 | 1.000 | 1,000.00
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MOBILIZATION | LS | 1.000 | 1,000.00
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| | 0.999 | 1,000.00
|
| | 0.147 | 147.06
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| | |
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0012 4043.00 | 4.20 | 34.000 | 142.80
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REMOVE CULVERT PIPE | LF | 34.000 | 142.80
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| | 64.000 | 268.80
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| | 0.000 | 0.00
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| | |
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0013 4050.01 | 9.10 | 1,838.000 | 16,725.80
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 1,838.000 | 16,725.80
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| | 1,955.010 | 17,790.59
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| | 186.290 | 1,695.24
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| | |
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0014 4300.24 | 13.00 | 148.000 | 1,924.00
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24" CULVERT PIPE | LF | 148.000 | 1,924.00
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| | 147.120 | 1,912.56
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| | 0.000 | 0.00
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| | |
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0015 4300.30 | 15.00 | 158.000 | 2,370.00
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30" CULVERT PIPE | LF | 158.000 | 2,370.00
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| | 157.120 | 2,356.80
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| | 0.000 | 0.00
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| | |
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0016 4300.42 | 29.00 | 64.000 | 1,856.00
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42" CULVERT PIPE | LF | 64.000 | 1,856.00
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| | 64.000 | 1,856.00
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| | 64.000 | 1,856.00
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| | |
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0017 4300.48 | 34.00 | 340.000 | 11,560.00
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48" CULVERT PIPE | LF | 340.000 | 11,560.00
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| | 415.680 | 14,133.12
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| | 0.000 | 0.00
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| | |
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0018 4310.24 | 150.00 | 1.000 | 150.00
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24" FLARED-END SECTION | EACH | 1.000 | 150.00
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| | 1.000 | 150.00
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| | 0.000 | 0.00
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| | |
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0019 4310.30 | 210.00 | 1.000 | 210.00
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30" FLARED-END SECTION | EACH | 1.000 | 210.00
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| | 1.000 | 210.00
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| | 0.000 | 0.00
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| | |
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0020 4310.42 | 600.00 | 4.000 | 2,400.00
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42" FLARED-END SECTION | EACH | 4.000 | 2,400.00
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| | 4.000 | 2,400.00
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| | 4.000 | 2,400.00
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| | |
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0021 4310.48 | 700.00 | 2.000 | 1,400.00
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48" FLARED-END SECTION | EACH | 2.000 | 1,400.00
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| | 2.000 | 1,400.00
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| | 0.000 | 0.00
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| | |
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GROUP 4 CULVERTS | | Contracted | 39,738.60
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| | Current | 39,738.60
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| | In place | 43,477.87
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| | This Estimate | 6,098.30
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| | |
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GROUP 6 BRIDGE AT STA. 28+86 | | |
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0022 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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0023 1043.50 | 2.00 | 4,966.000 | 9,932.00
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RIPRAP FILTER FABRIC | SY | 4,966.000 | 9,932.00
|
| | 6,572.000 | 13,144.00
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| | 4,369.000 | 8,738.00
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| | |
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0024 6000.10 | 4,000.00 | 1.000 | 4,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 4,000.00
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| | 1.000 | 4,000.00
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| | 0.000 | 0.00
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| | |
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0025 6000.11 | 4,000.00 | 1.000 | 4,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 4,000.00
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| | 1.000 | 4,000.00
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| | 0.000 | 0.00
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| | |
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0026 6000.60 | 25,000.00 | 1.000 | 25,000.00
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PIER NO.1 EXCAVATION | LS | 1.000 | 25,000.00
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| | 1.000 | 25,000.00
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| | 0.000 | 0.00
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| | |
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0027 6000.61 | 25,000.00 | 1.000 | 25,000.00
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PIER NO.2 EXCAVATION | LS | 1.000 | 25,000.00
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| | 1.000 | 25,000.00
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| | 0.000 | 0.00
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| | |
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0028 6005.78 | 1,100.00 | 12.000 | 13,200.00
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EXPANSION BEARING, TFE TYPE | EACH | 12.000 | 13,200.00
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| | 12.000 | 13,200.00
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| | 0.000 | 0.00
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| | |
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0029 6005.83 | 900.00 | 4.000 | 3,600.00
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FIXED BEARING | EACH | 4.000 | 3,600.00
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| | 4.000 | 3,600.00
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| | 0.000 | 0.00
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| | |
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0030 6010.22 | 230.00 | 612.400 | 140,852.00
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CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 612.400 | 140,852.00
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| | 612.400 | 140,852.00
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| | 0.000 | 0.00
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| | |
|
0031 6010.26 | 220.00 | 250.300 | 55,066.00
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CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 250.300 | 55,066.00
|
| | 250.300 | 55,066.00
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| | 0.000 | 0.00
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|
0032 6020.00 | 0.50 | 101,440.000 | 50,720.00
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REINFORCING STEEL FOR BRIDGE | LB | 101,440.000 | 50,720.00
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| | 101,440.000 | 50,720.00
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| | 0.000 | 0.00
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0033 6040.00 | 20,000.00 | 1.000 | 20,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 20,000.00
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AT STA. 29+01.5 | | 1.000 | 20,000.00
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| | 0.000 | 0.00
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0034 6071.10 | 165,000.00 | 1.000 | 165,000.00
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STEEL SUPERSTRUCTURE | LS | 1.000 | 165,000.00
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AT STA. 28+86 | | 1.000 | 165,000.00
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| | 0.000 | 0.00
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0035 6080.00 | 2.00 | 4,705.000 | 9,410.00
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STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 4,705.000 | 9,410.00
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| | 4,705.000 | 9,410.00
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| | 0.000 | 0.00
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0036 6105.02 | 21.50 | 3,857.000 | 82,925.50
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ROCK RIPRAP, TYPE B | TON | 3,857.000 | 82,925.50
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| | 4,879.330 | 104,905.61
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| | 687.580 | 14,782.97
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0037 6210.12 | 16.00 | 2,305.000 | 36,880.00
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HP 10"X42# STEEL PILING | LF | 2,305.000 | 36,880.00
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| | 4,879.340 | 78,069.44
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| | 0.000 | 0.00
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4001 W900.10 | 10,000.00 | 0.000 | 0.00
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WELL | EACH | 4.000 | 40,000.00
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Drilling & Maintenance of Wells | | 4.000 | 40,000.00
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| | 0.000 | 0.00
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4002 1990.06 | 9,600.00 | 0.000 | 0.00
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EQUIPMENT RENTAL | LS | 1.000 | 9,600.00
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250KW Generator Rental (8 weeks) | | 1.000 | 9,600.00
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| | 0.000 | 0.00
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4003 1900.00 | 14,112.00 | 0.000 | 0.00
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FUEL COST ADJUSTMENT | LS | 1.000 | 14,112.00
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Fuel for Generator (14400 Gal. x $0.98) | | 1.000 | 14,112.00
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| | 0.000 | 0.00
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4004 1990.02 | 16,000.00 | 0.000 | 0.00
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LABOR | LS | 1.000 | 16,000.00
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Crew Labor (4 weeks x $4,000.00) | | 1.000 | 16,000.00
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| | 0.000 | 0.00
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4005 1990.02 | 5,600.00 | 0.000 | 0.00
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LABOR | LS | 1.000 | 5,600.00
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Payroll Expenses (4 weeks x $1,400.00) | | 1.000 | 5,600.00
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| | 0.000 | 0.00
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4006 3900.20 | 1,250.00 | 0.000 | 0.00
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ADDITIONAL COST | LS | 1.000 | 1,250.00
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Waler (Destroyed) | | 1.000 | 1,250.00
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| | 0.000 | 0.00
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4007 1990.06 | 124.95 | 0.000 | 0.00
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EQUIPMENT RENTAL | LS | 1.000 | 124.95
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Crawler Mounted Lattice Boom Crane (1 Hour) | | 1.000 | 124.95
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| | 0.000 | 0.00
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4008 1990.06 | 99.41 | 0.000 | 0.00
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EQUIPMENT RENTAL | LS | 1.000 | 99.41
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Crawler Mounted Hydraulic Excavator (1.5 hours x $66.27) | | 1.000 | 99.41
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| | 0.000 | 0.00
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4009 6415.00 | 525.00 | 0.000 | 0.00
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DRAINAGE SYSTEM | EACH | 1.000 | 525.00
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Excavating & Installing Flexible drain pipe | | 1.000 | 525.00
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| | 0.000 | 0.00
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4011 6990.01 | 1,287.50 | 0.000 | 0.00
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MODIFY | LS | 1.000 | 1,287.50
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Bearing Plate Modification | | 1.000 | 1,287.50
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| | 0.000 | 0.00
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6001 6003.00 | 25.62 | 0.000 | 0.00
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GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS | CY | 39.200 | 1,004.30
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| | 39.200 | 1,004.30
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| | 0.000 | 0.00
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6002 6210.61 | 80.00 | 0.000 | 0.00
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PILE SPLICE | EACH | 77.000 | 6,160.00
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HP 10" X 42# STEEL PILING SPLICE | | 77.000 | 6,160.00
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| | 0.000 | 0.00
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6003 6210.59 | 9.60 | 0.000 | 0.00
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PILE CUT-OFF | LF | 700.660 | 6,726.34
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HP 10" X 42# STEEL PILE CUT-OFF | | 700.660 | 6,726.34
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| | 0.000 | 0.00
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6004 6251.10 | 750.00 | 0.000 | 0.00
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STATIC PILE LOAD TEST | EACH | 3.000 | 2,250.00
|
| | 3.000 | 2,250.00
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 28+86 | | Contracted | 705,585.50
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| | Current | 810,325.00
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| | In place | 876,706.55
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| | This Estimate | 23,520.97
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GROUP 7 GUARDRAIL | | |
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0038 0030.70 | 200.00 | 1.000 | 200.00
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MOBILIZATION | LS | 1.000 | 200.00
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| | 1.000 | 200.00
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| | 1.000 | 200.00
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0039 7020.00 | 1,200.00 | 4.000 | 4,800.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,800.00
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| | 4.000 | 4,800.00
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| | 4.000 | 4,800.00
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0040 7021.45 | 1,200.00 | 4.000 | 4,800.00
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BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 4,800.00
|
| | 4.000 | 4,800.00
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| | 4.000 | 4,800.00
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GROUP 7 GUARDRAIL | | Contracted | 9,800.00
|
| | Current | 9,800.00
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| | In place | 9,800.00
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| | This Estimate | 9,800.00
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GROUP 10 GENERAL ITEMS | | |
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0041 0001.10 | 1.60 | 2,340.000 | 3,744.00
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BARRICADE, TYPE III | BDAY | 2,340.000 | 3,744.00
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| | 2,497.000 | 3,995.20
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| | 104.000 | 166.40
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0042 0001.30 | 1.20 | 390.000 | 468.00
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 390.000 | 468.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
0043 0001.90 | 0.50 | 3,900.000 | 1,950.00
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SIGN DAY | EACH | 3,900.000 | 1,950.00
|
| | 2,260.000 | 1,130.00
|
| | 86.000 | 43.00
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0044 0010.04 | 3,000.00 | 1.000 | 3,000.00
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FIELD OFFICE | EACH | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0045 0030.00 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 9,662.00
|
| | Current | 9,662.00
|
| | In place | 5,625.20
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| | This Estimate | 209.40
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| | |
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Totals for contract | | Contracted | 894,678.54
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| | Current | 1,065,770.54
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| | In place | 1,129,243.44
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| | This Estimate | 63,900.09
|
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