| | | 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 | | |
|
4000 1905.00 | 572.41 | 0.000 | 0.00
|
MATERIAL DELIVERED NOT INCORPORATED | LS | 1.000 | 572.41
|
| | 1.000 | 572.41
|
| | 1.000 | 572.41
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| | |
|
Group 1 Grading | | Contracted | 0.00
|
| | Current | 572.41
|
| | In place | 572.41
|
| | This Estimate | 572.41
|
| | |
|
Deduction for signs not returned (State funds only) | | |
|
4002 0096.00 | -164.10 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -164.10
|
| | 1.000 | -164.10
|
| | 1.000 | -164.10
|
| | |
|
Deduction for signs not returned (State funds only) | | Contracted | 0.00
|
| | Current | -164.10
|
| | In place | -164.10
|
| | This Estimate | -164.10
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| | |
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GROUP 1 GRADING | | |
|
0001 L006.00 | 287.18 | 5.000 | 1,435.90
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COVER CROP SEEDING | ha | 5.000 | 1,435.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0002 0030.10 | 4,208.80 | 1.000 | 4,208.80
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MOBILIZATION | LS | 1.000 | 4,208.80
|
| | 1.000 | 4,208.80
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| | 0.000 | 0.00
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| | |
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0003 1000.00 | 408.27 | 1.000 | 408.27
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LARGE TREE REMOVAL | EACH | 1.000 | 408.27
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| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
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0004 1009.00 | 575.81 | 1.000 | 575.81
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 575.81
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| | 1.000 | 575.81
|
| | 0.000 | 0.00
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| | |
|
0005 1011.00 | 5.46 | 888.000 | 4,848.48
|
WATER | kL | 888.000 | 4,848.48
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| | 7,931.990 | 43,308.67
|
| | -1.210 | -6.61
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| | |
|
0006 1030.00 | 5.21 | 7,107.000 | 37,027.47
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 7,107.000 | 37,027.47
|
| | 7,107.000 | 37,027.47
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| | 0.000 | 0.00
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| | |
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0007 1300.18 | 54.56 | 18.000 | 982.08
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450 mm DRIVEWAY CULVERT PIPE | m | 18.000 | 982.08
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| | 18.000 | 982.08
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| | 0.000 | 0.00
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| | |
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0008 1300.21 | 62.21 | 101.000 | 6,283.21
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525 mm DRIVEWAY CULVERT PIPE | m | 90.000 | 5,598.90
|
| | 90.000 | 5,598.90
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| | 13.000 | 808.73
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| | |
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0009 1300.24 | 62.80 | 9.000 | 565.20
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600 mm DRIVEWAY CULVERT PIPE | m | 0.000 | 0.00
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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 1 GRADING | | Contracted | 56,335.22
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| | Current | 55,085.71
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| | In place | 91,701.73
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| | This Estimate | 802.12
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| | |
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GROUP 4 CULVERTS | | |
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0010 0030.40 | 4,887.79 | 1.000 | 4,887.79
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MOBILIZATION | LS | 1.000 | 4,887.79
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| | 1.000 | 4,887.79
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| | 0.000 | 0.00
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| | |
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0011 4040.00 | 315.90 | 4.000 | 1,263.60
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REMOVE HEADWALLS FROM CULVERTS | EACH | 4.000 | 1,263.60
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| | 4.000 | 1,263.60
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| | 0.000 | 0.00
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| | |
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0012 4044.00 | 1,091.28 | 1.000 | 1,091.28
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PREPARATION OF STRUCTURE | EACH | 1.000 | 1,091.28
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AT STA. 20+99.64 | | 1.000 | 1,091.28
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| | 0.000 | 0.00
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| | |
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0013 4050.01 | 15.11 | 106.000 | 1,601.66
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 106.000 | 1,601.66
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| | 106.000 | 1,601.66
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| | 0.000 | 0.00
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| | |
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0014 4051.01 | 33.80 | 26.000 | 878.80
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EXCAVATION FOR BOX CULVERTS | m3 | 26.000 | 878.80
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| | 26.000 | 878.80
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| | 0.000 | 0.00
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0015 4101.06 | 492.59 | 14.400 | 7,093.30
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CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 14.400 | 7,093.30
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| | 14.400 | 7,093.30
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| | 0.000 | 0.00
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| | |
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0016 4151.00 | 1.88 | 949.000 | 1,784.12
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REINFORCING STEEL FOR BOX CULVERT | kg | 949.000 | 1,784.12
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| | 949.000 | 1,784.12
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| | 0.000 | 0.00
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0017 4305.36 | 123.77 | 20.000 | 2,475.40
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900 mm ROUND EQUIVALENT CULVERT PIPE | m | 20.000 | 2,475.40
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| | 20.000 | 2,475.40
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| | 0.000 | 0.00
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0018 4305.48 | 217.89 | 22.000 | 4,793.58
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1200 mm ROUND EQUIVALENT CULVERT PIPE | m | 22.000 | 4,793.58
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| | 22.000 | 4,793.58
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| | 0.000 | 0.00
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0019 4320.36 | 471.84 | 4.000 | 1,887.36
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900 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 4.000 | 1,887.36
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| | 4.000 | 1,887.36
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| | 0.000 | 0.00
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0020 4320.48 | 769.64 | 4.000 | 3,078.56
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1200 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 4.000 | 3,078.56
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| | 4.000 | 3,078.56
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| | 0.000 | 0.00
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GROUP 4 CULVERTS | | Contracted | 30,835.45
|
| | Current | 30,835.45
|
| | In place | 30,835.45
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| | This Estimate | 0.00
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GROUP 9 BITUMINOUS | | |
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0021 L001.01 | 516.92 | 5.000 | 2,584.60
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SEEDING, TYPE A | ha | 5.000 | 2,584.60
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| | 5.240 | 2,708.66
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| | 2.740 | 1,416.36
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0022 L032.75 | 137.85 | 25.000 | 3,446.25
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MULCH | Mg | 25.000 | 3,446.25
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| | 23.580 | 3,250.50
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| | 23.580 | 3,250.50
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0023 0002.55 | 27.57 | 88.260 | 2,433.33
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OVERLAY BROKEN LINES | StaM | 88.260 | 2,433.33
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| | 88.260 | 2,433.33
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| | 0.000 | 0.00
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0024 0002.76 | 0.24 | 11,000.000 | 2,640.00
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PERMANENT PAVEMENT MARKING PAINT | m | 11,000.000 | 2,640.00
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| | 11,122.000 | 2,669.28
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| | 122.000 | 29.28
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0025 0030.90 | 50,000.00 | 1.000 | 50,000.00
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MOBILIZATION | LS | 1.000 | 50,000.00
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| | 1.000 | 50,000.00
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| | 0.000 | 0.00
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0026 2020.00 | 4.84 | 36.000 | 174.24
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SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 36.000 | 174.24
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0027 2021.00 | 57.44 | 2.000 | 114.88
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MAILBOX POST | EACH | 2.000 | 114.88
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0028 9005.35 | 23.11 | 9,940.000 | 229,713.40
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ASPHALTIC CONCRETE, TYPE SP3(12.5) | Mg | 9,940.000 | 229,713.40
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| | 9,652.070 | 223,059.34
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| | -0.490 | -11.32
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0029 9009.00 | 4.33 | 1,117.000 | 4,836.61
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PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 1,117.000 | 4,836.61
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| | 984.800 | 4,264.18
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| | 0.000 | 0.00
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0030 9021.01 | 185.00 | 536.760 | 99,300.60
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PERFORMANCE GRADED BINDER (64-22) | Mg | 536.760 | 99,300.60
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| | 529.345 | 97,928.82
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| | -1.185 | -219.23
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0031 9034.00 | 1.58 | 1,117.000 | 1,764.86
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PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 1,117.000 | 1,764.86
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| | 984.800 | 1,555.98
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| | 0.000 | 0.00
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0032 9053.00 | 0.37 | 6,580.000 | 2,434.60
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TACK COAT | L | 6,580.000 | 2,434.60
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| | 13,334.400 | 4,933.73
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| | 3,334.400 | 1,233.73
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0033 9111.00 | 8.12 | 795.000 | 6,455.40
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WATER | kL | 795.000 | 6,455.40
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| | 257.000 | 2,086.84
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| | 0.000 | 0.00
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0034 9170.00 | 117.83 | 88.262 | 10,399.91
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EARTH SHOULDER CONSTRUCTION | StaM | 88.262 | 10,399.91
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| | 88.262 | 10,399.91
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| | 0.000 | 0.00
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0035 9173.00 | 209.44 | 44.131 | 9,242.80
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SUBGRADE PREPARATION | StaM | 44.131 | 9,242.80
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| | 44.131 | 9,242.80
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| | 0.000 | 0.00
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GROUP 9 BITUMINOUS | | Contracted | 425,541.48
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| | Current | 425,541.48
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| | In place | 414,533.37
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| | This Estimate | 5,699.32
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GROUP 10 GENERAL ITEMS | | |
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0036 0001.10 | 2.87 | 966.000 | 2,772.42
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BARRICADE, TYPE III | BDAY | 966.000 | 2,772.42
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| | 1,451.000 | 4,164.37
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| | 48.000 | 137.76
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0037 0001.30 | 4.37 | 138.000 | 603.06
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TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 138.000 | 603.06
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| | 60.000 | 262.20
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| | 0.000 | 0.00
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0038 0001.90 | 0.82 | 1,518.000 | 1,244.76
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SIGN DAY | EACH | 1,518.000 | 1,244.76
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| | 1,772.000 | 1,453.04
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| | 44.000 | 36.08
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0039 0010.04 | 2,297.44 | 1.000 | 2,297.44
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FIELD OFFICE | EACH | 1.000 | 2,297.44
|
| | 1.000 | 2,297.44
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| | 0.000 | 0.00
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0040 0030.00 | 2,000.00 | 1.000 | 2,000.00
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MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
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| | 0.000 | 0.00
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4001 0096.00 | -164.10 | 0.000 | 0.00
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DEDUCTION | LS | 0.000 | 0.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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GROUP 10 GENERAL ITEMS | | Contracted | 8,917.68
|
| | Current | 8,917.68
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| | In place | 10,177.05
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| | This Estimate | 173.84
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Totals for contract | | Contracted | 521,629.82
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| | Current | 520,788.62
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| | In place | 547,655.91
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| | This Estimate | 7,083.59
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