| | | 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 | 123.50 | 3.500 | 432.25
|
COVER CROP SEEDING | ha | 3.500 | 432.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0030.10 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1000.00 | 85.00 | 100.000 | 8,500.00
|
LARGE TREE REMOVAL | EACH | 100.000 | 8,500.00
|
| | 39.000 | 3,315.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1009.00 | 2,500.00 | 1.000 | 2,500.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,500.00
|
| | 0.890 | 2,225.00
|
| | 0.000 | 0.00
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| | |
|
0005 1010.01 | 1.25 | 22,178.000 | 27,722.50
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 22,178.000 | 27,722.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0006 1011.00 | 1.50 | 540.000 | 810.00
|
WATER | kL | 540.000 | 810.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0007 1101.00 | 3.42 | 134.000 | 458.28
|
REMOVE PAVEMENT | m2 | 134.000 | 458.28
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0008 1300.30 | 60.00 | 16.000 | 960.00
|
750 mm DRIVEWAY CULVERT PIPE | m | 16.000 | 960.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0009 1300.36 | 75.00 | 27.000 | 2,025.00
|
900 mm DRIVEWAY CULVERT PIPE | m | 27.000 | 2,025.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0010 1300.48 | 120.50 | 14.000 | 1,687.00
|
1200 mm DRIVEWAY CULVERT PIPE | m | 14.000 | 1,687.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 1 GRADING | | Contracted | 47,095.03
|
| | Current | 47,095.03
|
| | In place | 7,540.00
|
| | This Estimate | 0.00
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| | |
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GROUP 3 CONCRETE PAVEMENT | | |
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0011 L001.01 | 1,283.50 | 3.500 | 4,492.25
|
SEEDING, TYPE A | ha | 3.500 | 4,492.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0012 L032.75 | 75.00 | 17.500 | 1,312.50
|
MULCH | Mg | 17.500 | 1,312.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0013 0030.30 | 3,900.00 | 1.000 | 3,900.00
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MOBILIZATION | LS | 1.000 | 3,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0014 2009.51 | 375.00 | 6.703 | 2,513.63
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CRUSHED ROCK EMBEDMENT | StaM | 6.703 | 2,513.63
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0015 2010.03 | 15.07 | 372.000 | 5,606.04
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CRUSHED ROCK SURFACE COURSE | Mg | 372.000 | 5,606.04
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
|
0016 3008.05 | 7.50 | 34.000 | 255.00
|
TIE BARS | EACH | 34.000 | 255.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0017 3070.12 | 325.00 | 0.452 | 146.90
|
CONCRETE FOR HEADERS, CLASS 47B-25 | m3 | 0.452 | 146.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0018 3075.31 | 43.50 | 354.000 | 15,399.00
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205 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 354.000 | 15,399.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0019 8029.04 | 12.50 | 354.000 | 4,425.00
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AGGREGATE FOUNDATION COURSE 100 mm | m2 | 354.000 | 4,425.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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GROUP 3 CONCRETE PAVEMENT | | Contracted | 38,050.32
|
| | Current | 38,050.32
|
| | In place | 0.00
|
| | This Estimate | 0.00
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| | |
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GROUP 4 CULVERTS | | |
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0020 0030.40 | 500.00 | 1.000 | 500.00
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MOBILIZATION | LS | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0021 4035.25 | 120.00 | 4.000 | 480.00
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REMOVE AND SALVAGE FLARED-END SECTION | EACH | 4.000 | 480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0022 4043.00 | 40.00 | 43.100 | 1,724.00
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REMOVE CULVERT PIPE | m | 43.100 | 1,724.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0023 4050.01 | 15.00 | 560.000 | 8,400.00
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 560.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0024 4300.30 | 89.00 | 40.700 | 3,622.30
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750 mm CULVERT PIPE | m | 40.700 | 3,622.30
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0025 4300.36 | 102.00 | 52.300 | 5,334.60
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900 mm CULVERT PIPE | m | 52.300 | 5,334.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0026 4300.42 | 139.00 | 20.800 | 2,891.20
|
1050 mm CULVERT PIPE | m | 20.800 | 2,891.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0027 4300.48 | 148.00 | 23.300 | 3,448.40
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1200 mm CULVERT PIPE | m | 23.300 | 3,448.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0028 4310.30 | 300.00 | 2.000 | 600.00
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750 mm FLARED-END SECTION | EACH | 2.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0029 4310.36 | 400.00 | 3.000 | 1,200.00
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900 mm FLARED-END SECTION | EACH | 3.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0030 4310.42 | 650.00 | 1.000 | 650.00
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1050 mm FLARED-END SECTION | EACH | 1.000 | 650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0031 4310.48 | 750.00 | 1.000 | 750.00
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1200 mm FLARED-END SECTION | EACH | 1.000 | 750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0032 4350.96 | 508.00 | 37.700 | 19,151.60
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2400 mm CORRUGATED METAL PIPE | m | 37.700 | 19,151.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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GROUP 4 CULVERTS | | Contracted | 48,752.10
|
| | Current | 48,752.10
|
| | In place | 0.00
|
| | This Estimate | 0.00
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|
GROUP 6 BRIDGE AT STA. 24+80 | | |
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0033 0030.60 | 24,000.00 | 1.000 | 24,000.00
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MOBILIZATION | LS | 1.000 | 24,000.00
|
| | 1.000 | 24,000.00
|
| | 0.000 | 0.00
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0034 1043.50 | 3.00 | 1,347.000 | 4,041.00
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RIPRAP FILTER FABRIC | m2 | 1,347.000 | 4,041.00
|
| | 185.000 | 555.00
|
| | 185.000 | 555.00
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0035 6000.10 | 2,000.00 | 1.000 | 2,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
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0036 6000.11 | 2,000.00 | 1.000 | 2,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
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0037 6001.50 | 6,000.00 | 1.000 | 6,000.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 6,000.00
|
| | 1.000 | 6,000.00
|
| | 0.000 | 0.00
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0038 6001.51 | 6,000.00 | 1.000 | 6,000.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 6,000.00
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| | 1.000 | 6,000.00
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| | 0.000 | 0.00
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0039 6010.22 | 366.22 | 214.000 | 78,371.08
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 214.000 | 78,371.08
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| | 214.000 | 78,371.08
|
| | 67.350 | 24,664.92
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0040 6010.26 | 392.39 | 139.300 | 54,659.93
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 139.300 | 54,659.93
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0041 6020.00 | 1.19 | 22,575.000 | 26,864.25
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REINFORCING STEEL FOR BRIDGE | kg | 22,575.000 | 26,864.25
|
| | 5,795.000 | 6,896.06
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| | 1,925.000 | 2,290.75
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0042 6040.00 | 8,000.00 | 1.000 | 8,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 8,000.00
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AT STA. 24+76 | | 1.000 | 8,000.00
|
| | 0.000 | 0.00
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0043 6080.00 | 6.09 | 1,740.000 | 10,596.60
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 1,740.000 | 10,596.60
|
| | 1,530.000 | 9,317.70
|
| | 535.000 | 3,258.15
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0044 6105.02 | 25.35 | 1,244.000 | 31,535.40
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ROCK RIPRAP, TYPE B | Mg | 1,244.000 | 31,535.40
|
| | 160.000 | 4,056.00
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| | 160.000 | 4,056.00
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0045 6210.12 | 72.18 | 642.600 | 46,382.87
|
HP 250 mm X 62 kg STEEL PILING | m | 642.600 | 46,382.87
|
| | 622.460 | 44,929.16
|
| | 166.230 | 11,998.48
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4002 6210.59 | 43.308 | 0.000 | 0.00
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PAY CUT-OFF | m | 20.140 | 872.22
|
Pile Cutoff | | 20.140 | 872.22
|
| | 20.140 | 872.22
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GROUP 6 BRIDGE AT STA. 24+80 | | Contracted | 300,451.13
|
| | Current | 301,323.35
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| | In place | 192,997.22
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| | This Estimate | 49,695.52
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GROUP 7 GUARDRAIL | | |
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0046 0030.70 | 200.00 | 1.000 | 200.00
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MOBILIZATION | LS | 1.000 | 200.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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0047 7020.00 | 950.00 | 4.000 | 3,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 3,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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0048 7021.45 | 950.00 | 4.000 | 3,800.00
|
BREAKAWAY CABLE TERMINAL | EACH | 4.000 | 3,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
GROUP 7 GUARDRAIL | | Contracted | 7,800.00
|
| | Current | 7,800.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
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0049 0001.10 | 0.53 | 21,316.000 | 11,297.48
|
BARRICADE, TYPE III | BDAY | 21,316.000 | 11,297.48
|
| | 533.000 | 282.49
|
| | 182.000 | 96.46
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|
0050 0001.30 | 2.10 | 292.000 | 613.20
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 292.000 | 613.20
|
| | 82.000 | 172.20
|
| | 28.000 | 58.80
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|
0051 0001.90 | 0.53 | 2,336.000 | 1,238.08
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SIGN DAY | EACH | 2,336.000 | 1,238.08
|
| | 205.000 | 108.65
|
| | 70.000 | 37.10
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| | |
|
0052 0030.00 | 5,775.00 | 1.000 | 5,775.00
|
MOBILIZATION | LS | 1.000 | 5,775.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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|
4001 0001.99 | 0.79 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 400.000 | 316.00
|
Contractor Furnished Sign | | 123.000 | 97.17
|
| | 42.000 | 33.18
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| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 18,923.76
|
| | Current | 19,239.76
|
| | In place | 660.51
|
| | This Estimate | 225.54
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| | |
|
Totals for contract | | Contracted | 461,072.33
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| | Current | 462,260.55
|
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| | In place | 201,197.73
|
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| | This Estimate | 49,921.06
|
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