| | | 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 | | |
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0001 L006.00 | 800.00 | 1.540 | 1,232.00
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COVER CROP SEEDING | ha | 1.540 | 1,232.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0002 0030.10 | 3,800.00 | 1.000 | 3,800.00
|
MOBILIZATION | LS | 1.000 | 3,800.00
|
| | 1.000 | 3,800.00
|
| | 0.000 | 0.00
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| | |
|
0003 1009.00 | 2,000.00 | 1.000 | 2,000.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.500 | 1,000.00
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| | |
|
0004 1011.00 | 1.00 | 569.000 | 569.00
|
WATER | kL | 569.000 | 569.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0005 1030.00 | 4.00 | 15,687.000 | 62,748.00
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EARTHWORK MEASURED IN EMBANKMENT | m3 | 15,687.000 | 62,748.00
|
| | 15,687.000 | 62,748.00
|
| | 5,229.000 | 20,916.00
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| | |
|
0006 1300.24 | 75.00 | 20.000 | 1,500.00
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600 mm DRIVEWAY CULVERT PIPE | m | 20.000 | 1,500.00
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| | 20.000 | 1,500.00
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| | 0.000 | 0.00
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| | |
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0007 1300.36 | 90.00 | 27.000 | 2,430.00
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900 mm DRIVEWAY CULVERT PIPE | m | 27.000 | 2,430.00
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| | 27.000 | 2,430.00
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| | 0.000 | 0.00
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| | |
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GROUP 1 GRADING | | Contracted | 74,279.00
|
| | Current | 74,279.00
|
| | In place | 72,478.00
|
| | This Estimate | 21,916.00
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| | |
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GROUP 4 CULVERTS | | |
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0008 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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| | 1.000 | 1,000.00
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| | 0.000 | 0.00
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| | |
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0009 4050.01 | 6.00 | 460.000 | 2,760.00
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 460.000 | 2,760.00
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| | 460.000 | 2,760.00
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| | 63.000 | 378.00
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| | |
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0010 4300.24 | 80.00 | 17.000 | 1,360.00
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600 mm CULVERT PIPE | m | 17.000 | 1,360.00
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| | 17.000 | 1,360.00
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| | 0.000 | 0.00
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| | |
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0011 4300.36 | 124.00 | 28.000 | 3,472.00
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900 mm CULVERT PIPE | m | 28.000 | 3,472.00
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| | 25.000 | 3,100.00
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| | 0.000 | 0.00
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| | |
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0012 4300.66 | 245.00 | 51.500 | 12,617.50
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1650 mm CULVERT PIPE | m | 51.500 | 12,617.50
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| | 51.500 | 12,617.50
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| | 0.000 | 0.00
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| | |
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0013 4310.24 | 200.00 | 1.000 | 200.00
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600 mm FLARED-END SECTION | EACH | 1.000 | 200.00
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| | 1.000 | 200.00
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| | 0.000 | 0.00
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| | |
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0014 4310.36 | 400.00 | 1.000 | 400.00
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900 mm FLARED-END SECTION | EACH | 1.000 | 400.00
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| | 1.000 | 400.00
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| | 0.000 | 0.00
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| | |
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0015 4310.66 | 750.00 | 1.000 | 750.00
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1650 mm FLARED-END SECTION | EACH | 1.000 | 750.00
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| | 1.000 | 750.00
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| | 0.000 | 0.00
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| | |
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GROUP 4 CULVERTS | | Contracted | 22,559.50
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| | Current | 22,559.50
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| | In place | 22,187.50
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| | This Estimate | 378.00
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| | |
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GROUP 4A CULVERT AT STA. 13+59 | | |
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0016 0030.40 | 4,000.00 | 1.000 | 4,000.00
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MOBILIZATION | 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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0017 4051.01 | 6.00 | 276.000 | 1,656.00
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EXCAVATION FOR BOX CULVERTS | m3 | 276.000 | 1,656.00
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| | 353.478 | 2,120.87
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| | 0.000 | 0.00
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| | |
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0018 4101.06 | 320.00 | 103.890 | 33,244.80
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CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 103.890 | 33,244.80
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| | 103.890 | 33,244.80
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| | 0.000 | 0.00
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| | |
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0019 4151.00 | 1.20 | 6,102.000 | 7,322.40
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REINFORCING STEEL FOR BOX CULVERT | kg | 6,102.000 | 7,322.40
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| | 6,102.000 | 7,322.40
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| | 0.000 | 0.00
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0020 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. 13+55.3 | | 1.000 | 8,000.00
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| | 0.000 | 0.00
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6003 4051.12 | 32.00 | 0.000 | 0.00
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GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 77.000 | 2,464.00
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| | 77.478 | 2,479.30
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| | 0.000 | 0.00
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GROUP 4A CULVERT AT STA. 13+59 | | Contracted | 54,223.20
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| | Current | 56,687.20
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| | In place | 57,167.37
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| | This Estimate | 0.00
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GROUP 6 BRIDGE AT STA. 10+47.0 | | |
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0021 0030.60 | 35,000.00 | 1.000 | 35,000.00
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MOBILIZATION | LS | 1.000 | 35,000.00
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| | 0.920 | 32,200.00
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| | 0.000 | 0.00
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| | |
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0022 1043.50 | 2.00 | 1,156.000 | 2,312.00
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RIPRAP FILTER FABRIC | m2 | 1,156.000 | 2,312.00
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| | 1,163.562 | 2,327.12
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| | 587.580 | 1,175.16
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| | |
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0023 6000.10 | 3,000.00 | 1.000 | 3,000.00
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ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 3,000.00
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| | 1.000 | 3,000.00
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| | 0.000 | 0.00
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| | |
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0024 6000.11 | 3,000.00 | 1.000 | 3,000.00
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ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 3,000.00
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| | 1.000 | 3,000.00
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| | 0.000 | 0.00
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0025 6001.00 | 6,000.00 | 1.000 | 6,000.00
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BENT NO.1 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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| | |
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0026 6001.03 | 6,000.00 | 1.000 | 6,000.00
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BENT NO.4 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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| | |
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0027 6001.51 | 9,000.00 | 1.000 | 9,000.00
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BENT NO.2 EXCAVATION | LS | 1.000 | 9,000.00
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| | 1.000 | 9,000.00
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| | 0.000 | 0.00
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0028 6001.52 | 9,000.00 | 1.000 | 9,000.00
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BENT NO.3 EXCAVATION | LS | 1.000 | 9,000.00
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| | 1.000 | 9,000.00
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| | 0.000 | 0.00
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0029 6010.22 | 320.00 | 294.000 | 94,080.00
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CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 294.000 | 94,080.00
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| | 294.000 | 94,080.00
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| | 0.000 | 0.00
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0030 6010.26 | 310.00 | 281.800 | 87,358.00
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CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 281.800 | 87,358.00
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| | 281.800 | 87,358.00
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| | 0.000 | 0.00
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0031 6020.00 | 1.24 | 35,835.000 | 44,435.40
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REINFORCING STEEL FOR BRIDGE | kg | 35,835.000 | 44,435.40
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| | 35,835.000 | 44,435.40
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| | 0.000 | 0.00
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0032 6040.00 | 24,000.00 | 1.000 | 24,000.00
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REMOVE STRUCTURE | EACH | 1.000 | 24,000.00
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AT STA. 10+44.50 | | 1.000 | 24,000.00
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| | 0.000 | 0.00
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0033 6080.00 | 6.00 | 1,805.000 | 10,830.00
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STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 1,805.000 | 10,830.00
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| | 1,805.000 | 10,830.00
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| | 0.000 | 0.00
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0034 6105.02 | 28.00 | 1,089.000 | 30,492.00
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ROCK RIPRAP, TYPE B | Mg | 1,089.000 | 30,492.00
|
| | 980.817 | 27,462.87
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| | 0.000 | 0.00
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0035 6210.12 | 70.00 | 562.000 | 39,340.00
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HP 250 mm X 62 kg STEEL PILING | m | 562.000 | 39,340.00
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| | 561.685 | 39,317.95
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| | 0.000 | 0.00
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6001 6210.32 | 42.00 | 0.000 | 0.00
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PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING | m | 10.000 | 420.00
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| | 3.005 | 126.21
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| | 0.000 | 0.00
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6002 6003.00 | 32.00 | 0.000 | 0.00
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GRANULAR MATERIAL FOR BRIDGE FOUNDATIONS | m3 | 4.000 | 128.00
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| | 7.832 | 250.63
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| | 0.000 | 0.00
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GROUP 6 BRIDGE AT STA. 10+47.0 | | Contracted | 403,847.40
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| | Current | 404,395.40
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| | In place | 398,388.18
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| | This Estimate | 1,175.16
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GROUP 7 GUARDRAIL | | |
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0036 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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0037 7020.00 | 1,300.00 | 4.000 | 5,200.00
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BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,200.00
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| | 4.000 | 5,200.00
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| | 4.000 | 5,200.00
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0038 7021.45 | 1,200.00 | 4.000 | 4,800.00
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BREAKAWAY CABLE TERMINAL | 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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GROUP 7 GUARDRAIL | | Contracted | 10,200.00
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| | Current | 10,200.00
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| | In place | 10,200.00
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| | This Estimate | 10,200.00
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GROUP 10 GENERAL ITEMS | | |
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0039 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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| | 1,632.000 | 2,611.20
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| | 34.000 | 54.40
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0040 0001.30 | 1.00 | 390.000 | 390.00
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 390.000 | 390.00
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| | 480.000 | 480.00
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| | 34.000 | 34.00
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0041 0001.90 | 0.50 | 4,290.000 | 2,145.00
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SIGN DAY | EACH | 4,290.000 | 2,145.00
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| | 2,290.000 | 1,145.00
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| | 34.000 | 17.00
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0042 0030.10 | 300.00 | 1.000 | 300.00
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MOBILIZATION | LS | 1.000 | 300.00
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| | 1.000 | 300.00
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| | 0.000 | 0.00
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GROUP 10 GENERAL ITEMS | | Contracted | 6,579.00
|
| | Current | 6,579.00
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| | In place | 4,536.20
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| | This Estimate | 105.40
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| | |
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Totals for contract | | Contracted | 571,688.10
|
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| | Current | 574,700.10
|
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| | In place | 564,957.25
|
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| | This Estimate | 33,774.56
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