| | | 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 L020.03 | 3.25 | 779.800 | 2,534.35
|
EROSION CONTROL, TYPE C | m2 | 779.800 | 2,534.35
|
| | 711.310 | 2,311.76
|
| | 711.310 | 2,311.76
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| | |
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0002 L020.09 | 13.00 | 698.000 | 9,074.00
|
EROSION CONTROL, TYPE AAA | m2 | 698.000 | 9,074.00
|
| | 678.580 | 8,821.54
|
| | 0.000 | 0.00
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| | |
|
0003 0030.10 | 10,000.00 | 1.000 | 10,000.00
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MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
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| | 0.000 | 0.00
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| | |
|
0004 1009.00 | 5,500.00 | 1.000 | 5,500.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 5,500.00
|
| | 1.000 | 5,500.00
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| | 0.000 | 0.00
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| | |
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0005 1010.01 | 7.50 | 4,948.000 | 37,110.00
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EXCAVATION (ESTABLISHED QUANTITY) | m3 | 4,948.000 | 37,110.00
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| | 4,948.000 | 37,110.00
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| | 0.000 | 0.00
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| | |
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0006 1011.00 | 5.00 | 4.000 | 20.00
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WATER | kL | 4.000 | 20.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0007 1101.00 | 14.00 | 178.000 | 2,492.00
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REMOVE PAVEMENT | m2 | 178.000 | 2,492.00
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| | 509.588 | 7,134.23
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| | 0.000 | 0.00
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| | |
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0008 1102.00 | 3.75 | 7,715.000 | 28,931.25
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REMOVE ASPHALT SURFACE | m2 | 7,715.000 | 28,931.25
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| | 8,866.826 | 33,250.60
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| | 0.000 | 0.00
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| | |
|
0009 1107.00 | 7.00 | 190.000 | 1,330.00
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REMOVE WALK | m2 | 190.000 | 1,330.00
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| | 361.530 | 2,530.71
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| | 0.000 | 0.00
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| | |
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0010 1108.00 | 14.00 | 16.000 | 224.00
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REMOVE COMBINATION CURB AND GUTTER | m | 16.000 | 224.00
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| | 38.130 | 533.82
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| | 0.000 | 0.00
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| | |
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0011 1130.00 | 2,500.00 | 1.000 | 2,500.00
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REMOVE UNDERGROUND TANK | EACH | 1.000 | 2,500.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0012 1701.18 | 55.00 | 10.000 | 550.00
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450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 10.000 | 550.00
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| | 18.000 | 990.00
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| | 0.000 | 0.00
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| | |
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0013 1701.24 | 80.00 | 37.000 | 2,960.00
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600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 37.000 | 2,960.00
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| | 59.800 | 4,784.00
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| | 0.000 | 0.00
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GROUP 1 GRADING | | Contracted | 103,225.60
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| | Current | 103,225.60
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| | In place | 112,966.66
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| | This Estimate | 2,311.76
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GROUP 3 CONCRETE PAVEMENT | | |
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0014 L001.02 | 5,000.00 | 0.270 | 1,350.00
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SEEDING, TYPE B | ha | 0.270 | 1,350.00
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| | 0.402 | 2,010.00
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| | 0.402 | 2,010.00
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0015 L010.00 | 6.00 | 1,430.000 | 8,580.00
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SODDING | m2 | 1,430.000 | 8,580.00
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| | 3,074.995 | 18,449.97
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| | 3,074.995 | 18,449.97
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0016 L032.75 | 70.00 | 1.350 | 94.50
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MULCH | Mg | 1.350 | 94.50
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0017 W600.03 | 100.00 | 12.000 | 1,200.00
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ADJUST VALVE BOX TO GRADE | EACH | 12.000 | 1,200.00
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| | 12.000 | 1,200.00
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| | 0.000 | 0.00
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0018 0030.10 | 22,000.00 | 1.000 | 22,000.00
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MOBILIZATION | LS | 1.000 | 22,000.00
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| | 1.000 | 22,000.00
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| | 0.000 | 0.00
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0019 2010.00 | 26.00 | 111.000 | 2,886.00
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CRUSHED ROCK SURFACE COURSE | m3 | 111.000 | 2,886.00
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| | 35.333 | 918.66
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| | 0.000 | 0.00
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0020 2021.00 | 75.00 | 9.000 | 675.00
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MAILBOX POST | EACH | 9.000 | 675.00
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| | 6.000 | 450.00
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| | 0.000 | 0.00
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0021 3016.21 | 28.00 | 708.600 | 19,840.80
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CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 708.600 | 19,840.80
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| | 1,101.028 | 30,828.78
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| | 0.000 | 0.00
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0022 3020.26 | 25.00 | 1,226.000 | 30,650.00
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CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 1,226.000 | 30,650.00
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| | 1,448.029 | 36,200.73
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| | 0.000 | 0.00
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0023 3075.41 | 31.00 | 4,849.000 | 150,319.00
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230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 4,849.000 | 150,319.00
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| | 5,388.202 | 167,034.27
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| | 0.000 | 0.00
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0024 3075.45 | 33.80 | 5,035.000 | 170,183.00
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230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 5,035.000 | 170,183.00
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| | 5,154.621 | 174,226.19
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| | 0.000 | 0.00
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0025 4015.00 | 120.00 | 3.000 | 360.00
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ADJUST MANHOLE TO GRADE | EACH | 3.000 | 360.00
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| | 3.000 | 360.00
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| | 0.000 | 0.00
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0026 8029.84 | 1.75 | 9,130.000 | 15,977.50
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BITUMINOUS FOUNDATION COURSE 100 mm | m2 | 9,130.000 | 15,977.50
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| | 10,542.823 | 18,449.93
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| | 0.000 | 0.00
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0027 9111.00 | 1.00 | 192.000 | 192.00
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WATER | kL | 192.000 | 192.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0028 9170.00 | 290.00 | 13.986 | 4,055.94
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EARTH SHOULDER CONSTRUCTION | StaM | 13.986 | 4,055.94
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| | 13.986 | 4,055.94
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| | 0.000 | 0.00
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0029 9173.20 | 0.75 | 11,045.000 | 8,283.75
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SUBGRADE PREPARATION | m2 | 11,045.000 | 8,283.75
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| | 11,990.852 | 8,993.14
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| | 0.000 | 0.00
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4002 W600.30 | 420.00 | 0.000 | 0.00
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ADJUST SANITARY SEWER CLEAN-OUT TO GRADE | EACH | 1.000 | 420.00
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Adjust sanitary Sewer Grade to Grade | | 1.000 | 420.00
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| | 0.000 | 0.00
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4005 4040.00 | 150.00 | 0.000 | 0.00
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REMOVE HEADWALL FROM CULVERT | EACH | 1.000 | 150.00
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Removal of Headwall from existing 600 mm culvert. | | 1.000 | 150.00
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| | 0.000 | 0.00
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4006 4043.00 | 27.00 | 0.000 | 0.00
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REMOVE CULVERT PIPE | m | 15.240 | 411.48
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| | 15.240 | 411.48
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| | 0.000 | 0.00
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4007 7500.03 | 1.38 | 0.000 | 0.00
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100 mm YELLOW LINE | m | 1,207.950 | 1,666.97
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Contractor striping -- 100 mm dbl yellow | | 1,209.740 | 1,669.44
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| | 0.000 | 0.00
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GROUP 3 CONCRETE PAVEMENT | | Contracted | 436,647.49
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| | Current | 439,295.94
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| | In place | 487,828.53
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| | This Estimate | 20,459.97
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GROUP 4 CULVERTS | | |
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0030 P775.24 | 150.00 | 344.700 | 51,705.00
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600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 344.700 | 51,705.00
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| | 356.170 | 53,425.50
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| | 0.000 | 0.00
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0031 P775.30 | 206.00 | 94.000 | 19,364.00
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750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 94.000 | 19,364.00
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| | 94.000 | 19,364.00
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| | 0.000 | 0.00
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0032 P775.36 | 263.00 | 54.000 | 14,202.00
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900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 54.000 | 14,202.00
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| | 54.000 | 14,202.00
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| | 0.000 | 0.00
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0033 P775.48 | 410.00 | 405.500 | 166,255.00
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1200 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 405.500 | 166,255.00
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| | 405.500 | 166,255.00
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| | 0.000 | 0.00
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0034 0030.40 | 1,845.00 | 1.000 | 1,845.00
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MOBILIZATION | LS | 1.000 | 1,845.00
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| | 1.000 | 1,845.00
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| | 0.000 | 0.00
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0035 1043.50 | 4.00 | 40.000 | 160.00
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RIPRAP FILTER FABRIC | m2 | 40.000 | 160.00
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| | 40.000 | 160.00
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| | 0.000 | 0.00
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0036 4002.00 | 3.50 | 798.000 | 2,793.00
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CAST IRON COVER AND FRAME | kg | 798.000 | 2,793.00
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| | 798.000 | 2,793.00
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| | 0.000 | 0.00
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0037 4004.50 | 3.40 | 898.000 | 3,053.20
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CAST IRON GRATE AND FRAME | kg | 898.000 | 3,053.20
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| | 1,347.000 | 4,579.80
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| | 0.000 | 0.00
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0038 4005.00 | 3.50 | 624.000 | 2,184.00
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CAST IRON RING AND COVER | kg | 624.000 | 2,184.00
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| | 156.000 | 546.00
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| | 0.000 | 0.00
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0039 4016.00 | 2,000.00 | 1.000 | 2,000.00
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MANHOLE | EACH | 1.000 | 2,000.00
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AT STA. 11+58.10 RT. | | 1.000 | 2,000.00
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| | 0.000 | 0.00
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0040 4016.01 | 2,000.00 | 1.000 | 2,000.00
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MANHOLE | EACH | 1.000 | 2,000.00
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AT STA, 20+85, 6 m RT. | | 1.000 | 2,000.00
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| | 0.000 | 0.00
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0041 4016.02 | 1,800.00 | 1.000 | 1,800.00
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MANHOLE | EACH | 1.000 | 1,800.00
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AT STA. 21+90, 6 m RT. | | 1.000 | 1,800.00
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| | 0.000 | 0.00
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0042 4016.03 | 1,800.00 | 1.000 | 1,800.00
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MANHOLE | EACH | 1.000 | 1,800.00
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AT STA. 22+47, 6 m RT. | | 1.000 | 1,800.00
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| | 0.000 | 0.00
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0043 4105.58 | 500.00 | 67.440 | 33,720.00
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CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 67.440 | 33,720.00
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| | 70.880 | 35,440.00
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| | 0.000 | 0.00
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0044 4155.50 | 1.50 | 2,394.000 | 3,591.00
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REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 2,394.000 | 3,591.00
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| | 2,253.307 | 3,379.96
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| | 0.000 | 0.00
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0045 4320.24 | 600.00 | 1.000 | 600.00
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600 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 1.000 | 600.00
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| | 1.000 | 600.00
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| | 0.000 | 0.00
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0046 4320.48 | 1,800.00 | 1.000 | 1,800.00
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1200 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 1.000 | 1,800.00
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| | 1.000 | 1,800.00
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| | 0.000 | 0.00
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0047 6105.02 | 42.00 | 21.000 | 882.00
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ROCK RIPRAP, TYPE B | Mg | 21.000 | 882.00
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| | 77.413 | 3,251.35
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| | 0.000 | 0.00
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4003 4014.70 | 393.75 | 0.000 | 0.00
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ADJUSTING INLET TO GRADE | EACH | 2.000 | 787.50
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Adjust Area Inlet To New Ditch Grade | | 2.000 | 787.50
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| | 0.000 | 0.00
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4004 4035.00 | 131.25 | 0.000 | 0.00
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REMOVE FLARED END SECTION | EACH | 1.000 | 131.25
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Remove 600mm FES and Build Area Inlet to New ditch grade | | 1.000 | 131.25
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| | 0.000 | 0.00
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4008 4976.05 | 8,244.018 | 0.000 | 0.00
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ADDITIONAL WORK | LS | 1.000 | 8,244.02
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additional work to adjust water and sewer services | | 1.000 | 8,244.02
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| | 0.000 | 0.00
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4009 4004.50 | 3.23344 | 0.000 | 0.00
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CAST IRON GRATE AND FRAME | kg | 408.234 | 1,320.00
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Installation of Cast Iron Grate and Frames ( High Beehive Grate ) | | 408.234 | 1,320.00
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| | 0.000 | 0.00
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GROUP 4 CULVERTS | | Contracted | 309,754.20
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| | Current | 320,236.97
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| | In place | 325,724.38
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| | This Estimate | 0.00
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GROUP 10 GENERAL ITEMS | | |
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0048 0001.10 | 2.00 | 1,812.000 | 3,624.00
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BARRICADE, TYPE III | BDAY | 1,812.000 | 3,624.00
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| | 3,234.000 | 6,468.00
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| | 0.000 | 0.00
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0049 0001.30 | 1.25 | 236.000 | 295.00
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 236.000 | 295.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0050 0001.90 | 0.60 | 3,472.000 | 2,083.20
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SIGN DAY | EACH | 2,056.000 | 1,233.60
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| | 2,198.000 | 1,318.80
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| | 0.000 | 0.00
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0051 0010.04 | 1,000.00 | 1.000 | 1,000.00
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FIELD OFFICE | EACH | 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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0052 0030.10 | 400.00 | 1.000 | 400.00
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MOBILIZATION | LS | 1.000 | 400.00
|
| | 1.000 | 400.00
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| | 0.000 | 0.00
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4001 0001.99 | 0.84 | 0.000 | 0.00
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CONTRACTOR FURNISHED SIGN DAY | EACH | 1,416.000 | 1,189.44
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Contractor Furnished Signs ( Plastic ) | | 1,402.000 | 1,177.68
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| | 0.000 | 0.00
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GROUP 10 GENERAL ITEMS | | Contracted | 7,402.20
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| | Current | 7,742.04
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| | In place | 10,364.48
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| | This Estimate | 0.00
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Totals for contract | | Contracted | 857,029.49
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| | Current | 870,500.55
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| | In place | 936,884.05
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| | This Estimate | 22,771.73
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