| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
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Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L020.07 | 6.00 | 144.000 | 864.00
|
EROSION CONTROL, TYPE B-1 | m2 | 144.000 | 864.00
|
| | 144.000 | 864.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.09 | 13.00 | 32.000 | 416.00
|
EROSION CONTROL, TYPE AAA | m2 | 32.000 | 416.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L022.11 | 9.00 | 1,324.000 | 11,916.00
|
FABRIC SILT FENCE-LOW POROSITY | m | 1,324.000 | 11,916.00
|
| | 953.000 | 8,577.00
|
| | 0.000 | 0.00
|
| | |
|
0004 0030.10 | 1,100.00 | 1.000 | 1,100.00
|
MOBILIZATION | LS | 1.000 | 1,100.00
|
| | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1009.00 | 27,300.00 | 1.000 | 27,300.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 27,300.00
|
| | 1.000 | 27,300.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1010.01 | 2.90 | 12,517.000 | 36,299.30
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 12,517.000 | 36,299.30
|
| | 12,517.000 | 36,299.30
|
| | 0.000 | 0.00
|
| | |
|
0007 1010.10 | 4.30 | 10,294.000 | 44,264.20
|
EXCAVATION, BORROW | m3 | 12,809.000 | 55,078.70
|
| | 12,809.000 | 55,078.70
|
| | 0.000 | 0.00
|
| | |
|
0008 1011.00 | 1.65 | 392.000 | 646.80
|
WATER | kL | 392.000 | 646.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1012.00 | 110.00 | 10.000 | 1,100.00
|
RIGHT-OF-WAY MARKERS | EACH | 10.000 | 1,100.00
|
| | 7.000 | 770.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1101.00 | 3.80 | 25,750.000 | 97,850.00
|
REMOVE PAVEMENT | m2 | 25,908.894 | 98,453.80
|
| | 25,908.894 | 98,453.78
|
| | 0.000 | 0.00
|
| | |
|
0011 1101.25 | 8.20 | 614.500 | 5,038.90
|
SAWING PAVEMENT | m | 614.500 | 5,038.90
|
| | 180.100 | 1,476.82
|
| | 0.000 | 0.00
|
| | |
|
0012 1102.00 | 2.50 | 182.000 | 455.00
|
REMOVE ASPHALT SURFACE | m2 | 330.982 | 827.46
|
| | 330.982 | 827.46
|
| | 0.000 | 0.00
|
| | |
|
0013 1106.00 | 3.70 | 5,478.000 | 20,268.60
|
REMOVE DRIVEWAY | m2 | 5,566.563 | 20,596.28
|
| | 5,566.563 | 20,596.29
|
| | 0.000 | 0.00
|
| | |
|
0014 1107.00 | 3.55 | 3,768.000 | 13,376.40
|
REMOVE WALK | m2 | 3,885.728 | 13,794.33
|
| | 3,885.728 | 13,794.32
|
| | 0.000 | 0.00
|
| | |
|
0015 1108.00 | 6.75 | 1,649.000 | 11,130.75
|
REMOVE COMBINATION CURB AND GUTTER | m | 1,649.000 | 11,130.75
|
| | 1,649.000 | 11,130.75
|
| | 0.000 | 0.00
|
| | |
|
0016 1111.00 | 15.65 | 30.000 | 469.50
|
REMOVE FENCE | m | 30.000 | 469.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1111.16 | 515.00 | 1.000 | 515.00
|
REMOVE PLANTER | EACH | 1.000 | 515.00
|
BRICK | | 1.000 | 515.00
|
| | 0.000 | 0.00
|
| | |
|
0018 1113.00 | 320.00 | 1.000 | 320.00
|
REMOVE STEP | EACH | 1.000 | 320.00
|
TERRACED | | 1.000 | 320.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1114.10 | 59.00 | 24.100 | 1,421.90
|
REMOVE RETAINING WALL | m | 24.100 | 1,421.90
|
| | 24.100 | 1,421.90
|
| | 0.000 | 0.00
|
| | |
|
0020 1121.10 | 320.00 | 1.000 | 320.00
|
REMOVE FLUME | EACH | 1.000 | 320.00
|
| | 1.000 | 320.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1124.00 | 730.00 | 1.000 | 730.00
|
REMOVE BUILDING | EACH | 1.000 | 730.00
|
AT STA. 78+05.24 RT | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1124.01 | 580.00 | 1.000 | 580.00
|
REMOVE BUILDING | EACH | 1.000 | 580.00
|
AT STA. 83+16.76 LT | | 1.000 | 580.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1125.00 | 4,000.00 | 1.000 | 4,000.00
|
CLEAR TRACT | EACH | 1.000 | 4,000.00
|
STA 85+15 TO STA 83+40 LT | | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1130.00 | 2,700.00 | 3.000 | 8,100.00
|
REMOVE UNDERGROUND TANK | EACH | 5.000 | 13,500.00
|
| | 5.000 | 13,500.00
|
| | 0.000 | 0.00
|
| | |
|
0025 1701.18 | 72.00 | 49.000 | 3,528.00
|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 61.000 | 4,392.00
|
| | 61.000 | 4,392.00
|
| | 0.000 | 0.00
|
| | |
|
0026 4045.00 | 510.00 | 1.000 | 510.00
|
REMOVE STRUCTURE | EACH | 1.000 | 510.00
|
AT STA. 78+11.5 28.5 RT | | 1.000 | 510.00
|
| | 0.000 | 0.00
|
| | |
|
0027 6103.00 | 3.05 | 860.000 | 2,623.00
|
GEOGRID | m2 | 860.000 | 2,623.00
|
| | 410.000 | 1,250.50
|
| | 0.000 | 0.00
|
| | |
|
0028 8090.00 | 24.05 | 410.000 | 9,860.50
|
GRANULAR FILL | m3 | 410.000 | 9,860.50
|
| | 387.040 | 9,308.31
|
| | 0.000 | 0.00
|
| | |
|
0418 1135.58 | 1,652.00 | 0.000 | 0.00
|
REMOVE CONCRETE OBSTRUCTION | LS | 1.000 | 1,652.00
|
Removal of Concrete obstruction from under existing pavement | | 1.000 | 1,652.00
|
| | 0.000 | 0.00
|
| | |
|
0428 1106.00 | 12.244 | 0.000 | 0.00
|
REMOVE DRIVEWAY | m2 | 23.595 | 288.90
|
Remove Driveway (155 mm) | | 23.595 | 288.90
|
| | 0.000 | 0.00
|
| | |
|
0429 1101.00 | 14.19 | 0.000 | 0.00
|
REMOVE PAVEMENT | m2 | 42.615 | 604.71
|
Remove Pavement (230 mm) | | 42.615 | 604.71
|
| | 0.000 | 0.00
|
| | |
|
0430 1107.00 | 11.553 | 0.000 | 0.00
|
REMOVE WALK | m2 | 23.799 | 274.95
|
Remove Sidewalk | | 23.799 | 274.95
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 305,003.85
|
| | Current | 326,624.77
|
| | In place | 315,206.69
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0029 L006.50 | 1,038.47 | 2.700 | 2,803.87
|
TEMPORARY SEEDING | ha | 3.220 | 3,343.87
|
| | 3.220 | 3,343.87
|
| | 0.000 | 0.00
|
| | |
|
0030 L010.00 | 7.00 | 9,763.000 | 68,341.00
|
SODDING | m2 | 12,518.979 | 87,632.85
|
| | 12,518.979 | 87,632.85
|
| | 0.000 | 0.00
|
| | |
|
0031 L032.80 | 340.00 | 7.300 | 2,482.00
|
HYDROMULCH | Mg | 7.300 | 2,482.00
|
| | 7.250 | 2,465.00
|
| | 0.000 | 0.00
|
| | |
|
0032 W600.03 | 110.00 | 29.000 | 3,190.00
|
ADJUST VALVE BOX TO GRADE | EACH | 29.000 | 3,190.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 0002.30 | 3.30 | 750.000 | 2,475.00
|
PAVEMENT MARKING REMOVAL | m | 1,698.000 | 5,603.40
|
| | 1,698.000 | 5,603.40
|
| | 0.000 | 0.00
|
| | |
|
0034 0002.45 | 10.95 | 68.100 | 745.70
|
TEMPORARY BROKEN LINES | StaM | 68.100 | 745.70
|
| | 7.620 | 83.44
|
| | 0.000 | 0.00
|
| | |
|
0035 0002.75 | 0.20 | 8,200.000 | 1,640.00
|
PERMANENT PAVEMENT MARKING | m | 8,200.000 | 1,640.00
|
| | 903.900 | 180.78
|
| | 0.000 | 0.00
|
| | |
|
0036 0030.40 | 60,000.00 | 1.000 | 60,000.00
|
MOBILIZATION | LS | 1.000 | 60,000.00
|
| | 1.000 | 60,000.00
|
| | 0.000 | 0.00
|
| | |
|
0037 2010.03 | 11.50 | 61.500 | 707.25
|
CRUSHED ROCK SURFACE COURSE | Mg | 1,135.974 | 13,063.70
|
| | 1,135.974 | 13,063.69
|
| | 0.000 | 0.00
|
| | |
|
0038 2020.50 | 32.50 | 30.000 | 975.00
|
SURFACING | m2 | 30.000 | 975.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 3013.11 | 39.90 | 125.000 | 4,987.50
|
CONCRETE CLASS 47B-25 BARRIER CURB | m | 125.000 | 4,987.50
|
| | 63.100 | 2,517.69
|
| | 0.000 | 0.00
|
| | |
|
0040 3014.12 | 42.75 | 118.000 | 5,044.50
|
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER | m | 118.000 | 5,044.50
|
| | 76.500 | 3,270.38
|
| | 0.000 | 0.00
|
| | |
|
0041 3016.21 | 23.25 | 6,879.000 | 159,936.75
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 6,879.000 | 159,936.75
|
| | 6,844.874 | 159,143.35
|
| | 0.000 | 0.00
|
| | |
|
0042 3017.40 | 28.35 | 113.000 | 3,203.55
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 118.631 | 3,363.19
|
| | 118.631 | 3,363.19
|
| | 0.000 | 0.00
|
| | |
|
0043 3020.26 | 27.40 | 2,926.000 | 80,172.40
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 3,678.235 | 100,783.64
|
| | 3,678.235 | 100,783.65
|
| | 0.000 | 0.00
|
| | |
|
0044 3075.11 | 28.00 | 1,945.000 | 54,460.00
|
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 1,945.000 | 54,460.00
|
| | 1,614.279 | 45,199.81
|
| | 0.000 | 0.00
|
| | |
|
0045 3075.51 | 35.90 | 13,767.000 | 494,235.30
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 14,335.321 | 514,638.02
|
| | 14,335.321 | 514,638.01
|
| | 0.000 | 0.00
|
| | |
|
0046 3075.55 | 34.60 | 15,441.600 | 534,279.36
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 15,441.600 | 534,279.36
|
| | 15,183.505 | 525,349.29
|
| | 0.000 | 0.00
|
| | |
|
0047 3089.25 | 16.15 | 400.000 | 6,460.00
|
TEMPORARY SURFACING | m2 | 420.138 | 6,785.23
|
| | 420.138 | 6,785.24
|
| | 0.000 | 0.00
|
| | |
|
0048 3091.25 | 38.45 | 747.000 | 28,722.15
|
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25 | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 4015.00 | 220.00 | 25.000 | 5,500.00
|
ADJUST MANHOLE TO GRADE | EACH | 25.000 | 5,500.00
|
| | 12.000 | 2,640.00
|
| | 0.000 | 0.00
|
| | |
|
0050 4764.35 | 15.50 | 3,038.600 | 47,098.30
|
100 mm PERFORATED PIPE UNDERDRAIN | m | 3,115.250 | 48,286.38
|
| | 3,115.250 | 48,286.38
|
| | 0.000 | 0.00
|
| | |
|
0051 7492.04 | 2.08 | 800.000 | 1,664.00
|
100 mm WHITE THERMOPLASTIC, TYPE C | m | 800.000 | 1,664.00
|
| | 295.000 | 613.60
|
| | 0.000 | 0.00
|
| | |
|
0052 7492.05 | 2.08 | 3,550.000 | 7,384.00
|
100 mm YELLOW THERMOPLASTIC, TYPE C | m | 3,550.000 | 7,384.00
|
| | 3,362.000 | 6,992.96
|
| | 0.000 | 0.00
|
| | |
|
0053 7500.32 | 218.00 | 26.000 | 5,668.00
|
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 26.000 | 5,668.00
|
| | 26.000 | 5,668.00
|
| | 0.000 | 0.00
|
| | |
|
0054 7502.04 | 6.83 | 600.000 | 4,098.00
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 600.000 | 4,098.00
|
| | 431.000 | 2,943.73
|
| | 0.000 | 0.00
|
| | |
|
0055 7508.03 | 20.50 | 30.000 | 615.00
|
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 | m | 49.900 | 1,022.95
|
| | 49.900 | 1,022.95
|
| | 0.000 | 0.00
|
| | |
|
0056 7512.03 | 41.00 | 95.000 | 3,895.00
|
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 | m | 95.000 | 3,895.00
|
| | 88.200 | 3,616.20
|
| | 0.000 | 0.00
|
| | |
|
0057 8029.04 | 6.05 | 33,008.000 | 199,698.40
|
AGGREGATE FOUNDATION COURSE 100 mm | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 8029.86 | 3.05 | 8,970.000 | 27,358.50
|
BITUMINOUS FOUNDATION COURSE 150 mm | m2 | 8,970.000 | 27,358.50
|
| | 8,970.000 | 27,358.50
|
| | 0.000 | 0.00
|
| | |
|
0059 9005.00 | 42.60 | 100.000 | 4,260.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 4,260.00
|
SP2 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 9005.30 | 30.50 | 7,630.000 | 232,715.00
|
ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 8,336.039 | 254,249.19
|
| | 8,336.039 | 254,249.21
|
| | 0.000 | 0.00
|
| | |
|
0061 9009.00 | 6.95 | 210.000 | 1,459.50
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 823.300 | 5,721.94
|
| | 823.300 | 5,721.94
|
| | 0.000 | 0.00
|
| | |
|
0062 9021.01 | 239.80 | 396.760 | 95,143.05
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 396.760 | 95,143.05
|
| | 293.781 | 70,448.69
|
| | 0.000 | 0.00
|
| | |
|
0063 9034.00 | 2.75 | 210.000 | 577.50
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 256.000 | 704.00
|
| | 256.000 | 704.00
|
| | 0.000 | 0.00
|
| | |
|
0064 9053.00 | 0.22 | 11,330.000 | 2,492.60
|
TACK COAT | L | 11,640.130 | 2,560.83
|
| | 11,640.130 | 2,560.84
|
| | 0.000 | 0.00
|
| | |
|
0065 9111.00 | 2.25 | 95.000 | 213.75
|
WATER | kL | 95.000 | 213.75
|
| | 18.000 | 40.51
|
| | 0.000 | 0.00
|
| | |
|
0066 9170.00 | 560.00 | 108.060 | 60,513.60
|
EARTH SHOULDER CONSTRUCTION | StaM | 108.060 | 60,513.60
|
| | 101.846 | 57,033.76
|
| | 0.000 | 0.00
|
| | |
|
0067 9173.05 | 1,605.00 | 22.409 | 35,966.45
|
SUBGRADE PREPARATION, TYPE A | StaM | 22.409 | 35,966.45
|
| | 22.409 | 35,966.45
|
| | 0.000 | 0.00
|
| | |
|
0068 9173.20 | 1.65 | 41,978.000 | 69,263.70
|
SUBGRADE PREPARATION | m2 | 44,952.243 | 74,171.20
|
| | 44,952.243 | 74,171.22
|
| | 0.000 | 0.00
|
| | |
|
0401 2018.25 | 5.60 | 0.000 | 0.00
|
CRUSHED CONCRETE | m2 | 33,008.000 | 184,844.80
|
Crushed Concrete | | 32,310.099 | 180,936.55
|
| | 0.000 | 0.00
|
| | |
|
0402 6960.02 | 1,000.00 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 1,000.00
|
Remove and dispose of light poles and signs (Hardee's) | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0406 3091.26 | 42.72 | 0.000 | 0.00
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-HE-25 | m2 | 1,176.994 | 50,281.18
|
255 mm Doweled Conc Pvmt | | 1,176.994 | 50,281.18
|
| | 0.000 | 0.00
|
| | |
|
0416 3008.20 | 16.50 | 0.000 | 0.00
|
CROSS STITCHING | EACH | 42.000 | 693.00
|
Cross Stitching | | 42.000 | 693.00
|
| | 0.000 | 0.00
|
| | |
|
0427 0030.00 | | 1.000 |
|
MOBILIZATION | LS | 2.000 | 0.00
|
Mobilization for Change Order #015 | | 1.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | |
|
0431 3020.26 | 84.137 | 0.000 | 0.00
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 23.886 | 2,009.70
|
Build Driveway (155 mm) | | 23.886 | 2,009.70
|
| | 0.000 | 0.00
|
| | |
|
0432 3075.41 | 111.765 | 0.000 | 0.00
|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 42.615 | 4,762.87
|
Build Concrete Pavement (230 mm) | | 42.615 | 4,762.87
|
| | 0.000 | 0.00
|
| | |
|
0433 3016.21 | 69.067 | 0.000 | 0.00
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 25.239 | 1,743.18
|
Build Sidewalk (100 mm) | | 25.239 | 1,743.18
|
| | 0.000 | 0.00
|
| | |
|
0434 3008.16 | 12.915 | 0.000 | 0.00
|
DOWEL BAR | EACH | 87.000 | 1,123.61
|
Install Smooth Dowels (25 mm) | | 87.000 | 1,123.61
|
| | 0.000 | 0.00
|
| | |
|
0435 1101.25 | 24.113 | 0.000 | 0.00
|
SAWING PAVEMENT | m | 18.228 | 439.53
|
Saw Cut (Full Depth) | | 18.228 | 439.53
|
| | 0.000 | 0.00
|
| | |
|
0442 L010.00 | 15.069 | 0.000 | 0.00
|
SODDING | m2 | 63.984 | 964.17
|
Sodding | | 63.984 | 964.17
|
| | 0.000 | 0.00
|
| | |
|
602 9300.56 | 30.50 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | Mg | 305.917 | 9,330.47
|
SUPERPAVE QUALITY INCENTIVE | | 305.917 | 9,330.47
|
| | 0.000 | 0.00
|
| | |
|
603 3300.03 | -719.79 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -719.79
|
DEDUCTION FOR 255MM PAVEMENT THICKNESS DEFICIENCYSEE DEDUCT LETTER FROM TERRY MASTERS DATED JUNE 10,2002 | | 1.000 | -719.79
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 2,320,445.67
|
| | Current | 2,468,308.25
|
| | In place | 2,396,527.05
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0069 P300.18 | 99.50 | 4.000 | 398.00
|
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 4.000 | 398.00
|
| | 4.000 | 398.00
|
| | 0.000 | 0.00
|
| | |
|
0070 P300.36 | 155.25 | 6.000 | 931.50
|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 P406.48 | 221.90 | 14.000 | 3,106.60
|
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | m | 25.000 | 5,547.50
|
| | 25.000 | 5,547.50
|
| | 0.000 | 0.00
|
| | |
|
0072 P700.15 | 86.35 | 165.000 | 14,247.75
|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 165.000 | 14,247.75
|
| | 160.000 | 13,816.00
|
| | 0.000 | 0.00
|
| | |
|
0073 P700.18 | 100.55 | 1,046.500 | 105,225.58
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 1,083.500 | 108,945.93
|
| | 1,083.500 | 108,945.93
|
| | 0.000 | 0.00
|
| | |
|
0074 P700.24 | 130.10 | 316.500 | 41,176.65
|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 316.500 | 41,176.65
|
| | 313.000 | 40,721.30
|
| | 0.000 | 0.00
|
| | |
|
0075 P700.30 | 169.45 | 297.000 | 50,326.65
|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 297.000 | 50,326.65
|
| | 295.500 | 50,072.48
|
| | 0.000 | 0.00
|
| | |
|
0076 P702.18 | 101.70 | 4.000 | 406.80
|
450 mm STORM SEWER PIPE, TYPE 1 | m | 8.000 | 813.60
|
| | 8.000 | 813.60
|
| | 0.000 | 0.00
|
| | |
|
0077 P705.48 | 350.00 | 71.000 | 24,850.00
|
1200 mm STORM SEWER PIPE, TYPE 1 CLASS IV | m | 71.000 | 24,850.00
|
| | 63.000 | 22,050.00
|
| | 0.000 | 0.00
|
| | |
|
0078 P775.24 | 175.00 | 17.000 | 2,975.00
|
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 | m | 17.000 | 2,975.00
|
| | 17.000 | 2,975.00
|
| | 0.000 | 0.00
|
| | |
|
0079 0030.40 | 15,000.00 | 1.000 | 15,000.00
|
MOBILIZATION | LS | 1.000 | 15,000.00
|
| | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0080 1117.00 | 345.95 | 20.000 | 6,919.00
|
REMOVE MANHOLE | EACH | 20.000 | 6,919.00
|
| | 17.000 | 5,881.15
|
| | 0.000 | 0.00
|
| | |
|
0081 1119.00 | 180.40 | 42.000 | 7,576.80
|
REMOVE INLET | EACH | 42.000 | 7,576.80
|
| | 42.000 | 7,576.80
|
| | 0.000 | 0.00
|
| | |
|
0082 1119.50 | 393.50 | 1.000 | 393.50
|
REMOVE JUNCTION BOX | EACH | 1.000 | 393.50
|
| | 1.000 | 393.50
|
| | 0.000 | 0.00
|
| | |
|
0083 4002.00 | 2.95 | 7,675.000 | 22,641.25
|
CAST IRON COVER AND FRAME | kg | 7,675.000 | 22,641.25
|
| | 7,448.000 | 21,971.60
|
| | 0.000 | 0.00
|
| | |
|
0084 4004.50 | 3.05 | 3,216.000 | 9,808.80
|
CAST IRON GRATE AND FRAME | kg | 3,216.000 | 9,808.80
|
| | 3,216.000 | 9,808.80
|
| | 0.000 | 0.00
|
| | |
|
0085 4016.00 | 1,860.00 | 1.000 | 1,860.00
|
MANHOLE | EACH | 1.000 | 1,860.00
|
AT STA 72+12.49 8.67 m LT | | 1.000 | 1,860.00
|
| | 0.000 | 0.00
|
| | |
|
0086 4016.01 | 1,750.00 | 1.000 | 1,750.00
|
MANHOLE | EACH | 1.000 | 1,750.00
|
AT STA 73+24.44 7.72 m LT | | 1.000 | 1,750.00
|
| | 0.000 | 0.00
|
| | |
|
0087 4016.02 | 1,860.00 | 1.000 | 1,860.00
|
MANHOLE | EACH | 1.000 | 1,860.00
|
AT STA 73+41.91 7.85 m LT | | 1.000 | 1,860.00
|
| | 0.000 | 0.00
|
| | |
|
0088 4016.03 | 2,400.00 | 1.000 | 2,400.00
|
MANHOLE | EACH | 1.000 | 2,400.00
|
AT STA 76+85.78 7.85 m LT | | 1.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0089 4016.04 | 1,860.00 | 1.000 | 1,860.00
|
MANHOLE | EACH | 1.000 | 1,860.00
|
AT STA 80+20.96 7.19 m LT | | 1.000 | 1,860.00
|
| | 0.000 | 0.00
|
| | |
|
0090 4016.05 | 1,860.00 | 1.000 | 1,860.00
|
MANHOLE | EACH | 1.000 | 1,860.00
|
AT STA 81+56.27 7.05 m LT | | 1.000 | 1,860.00
|
| | 0.000 | 0.00
|
| | |
|
0091 4016.06 | 2,740.00 | 1.000 | 2,740.00
|
MANHOLE | EACH | 1.000 | 2,740.00
|
AT STA 82+51.93 7.31 m LT | | 1.000 | 2,740.00
|
| | 0.000 | 0.00
|
| | |
|
0092 4016.07 | 2,190.00 | 1.000 | 2,190.00
|
MANHOLE | EACH | 1.000 | 2,190.00
|
AT STA 82+72.51 7.32 m LT | | 1.000 | 2,190.00
|
| | 0.000 | 0.00
|
| | |
|
0093 4016.08 | 2,190.00 | 1.000 | 2,190.00
|
MANHOLE | EACH | 1.000 | 2,190.00
|
AT STA 83+11.40 8.02 m LT | | 1.000 | 2,190.00
|
| | 0.000 | 0.00
|
| | |
|
0094 4016.09 | 2,500.00 | 1.000 | 2,500.00
|
MANHOLE | EACH | 1.000 | 2,500.00
|
AT STA 83+28.20 8.02 m LT | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0095 4016.10 | 2,400.00 | 1.000 | 2,400.00
|
MANHOLE | EACH | 1.000 | 2,400.00
|
AT STA 83+73.30 8.02 m LT | | 1.000 | 2,400.00
|
| | 0.000 | 0.00
|
| | |
|
0096 4016.11 | 2,500.00 | 1.000 | 2,500.00
|
MANHOLE | EACH | 1.000 | 2,500.00
|
AT STA 83+88.50 8.02 m LT | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0097 4016.12 | 2,500.00 | 1.000 | 2,500.00
|
MANHOLE | EACH | 1.000 | 2,500.00
|
AT STA 84+42.47 8.02 m LT | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0098 4016.13 | 2,625.00 | 1.000 | 2,625.00
|
MANHOLE | EACH | 0.000 | 0.00
|
AT STA 84+98.31 15.75 m LT | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0099 4016.14 | 2,190.00 | 1.000 | 2,190.00
|
MANHOLE | EACH | 1.000 | 2,190.00
|
AT STA 86+04.41 11.44 m LT | | 1.000 | 2,190.00
|
| | 0.000 | 0.00
|
| | |
|
0100 4016.15 | 1,750.00 | 1.000 | 1,750.00
|
MANHOLE | EACH | 1.000 | 1,750.00
|
AT STA 87+21.82 7.84 m LT | | 1.000 | 1,750.00
|
| | 0.000 | 0.00
|
| | |
|
0101 4016.16 | 1,425.00 | 1.000 | 1,425.00
|
MANHOLE | EACH | 1.000 | 1,425.00
|
AT STA 88+50.30 9.05 m LT | | 1.000 | 1,425.00
|
| | 0.000 | 0.00
|
| | |
|
0102 4016.17 | 1,750.00 | 1.000 | 1,750.00
|
MANHOLE | EACH | 1.000 | 1,750.00
|
AT STA 88+57.15 9.05 m LT | | 1.000 | 1,750.00
|
| | 0.000 | 0.00
|
| | |
|
0103 4016.18 | 1,530.00 | 1.000 | 1,530.00
|
MANHOLE | EACH | 1.000 | 1,530.00
|
AT STA 1800+18.06 45.16 m RT | | 1.000 | 1,530.00
|
| | 0.000 | 0.00
|
| | |
|
0104 4016.19 | 2,080.00 | 1.000 | 2,080.00
|
MANHOLE | EACH | 1.000 | 2,080.00
|
AT STA 1800+41.34 10.68 m RT | | 1.000 | 2,080.00
|
| | 0.000 | 0.00
|
| | |
|
0105 4018.00 | 455.00 | 1.000 | 455.00
|
TAPPING EXISTING STRUCTURE | EACH | 1.000 | 455.00
|
| | 1.000 | 455.00
|
| | 0.000 | 0.00
|
| | |
|
0106 4043.50 | 26.25 | 1,147.000 | 30,108.75
|
REMOVE SEWER PIPE | m | 1,226.000 | 32,182.50
|
| | 1,226.000 | 32,182.50
|
| | 0.000 | 0.00
|
| | |
|
0107 4044.00 | 1,100.00 | 1.000 | 1,100.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,100.00
|
AT STA 76+38.76 LT | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
0108 4050.01 | 14.20 | 21.000 | 298.20
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 162.000 | 2,300.40
|
| | 162.000 | 2,300.40
|
| | 0.000 | 0.00
|
| | |
|
0109 4051.01 | 16.40 | 24.000 | 393.60
|
EXCAVATION FOR BOX CULVERTS | m3 | 24.000 | 393.60
|
| | 24.000 | 393.60
|
| | 0.000 | 0.00
|
| | |
|
0110 4093.80 | 149.55 | 459.000 | 68,643.45
|
WALL MATERIALS | m2 | 720.300 | 107,720.87
|
| | 720.300 | 107,720.87
|
| | 0.000 | 0.00
|
| | |
|
0111 4095.15 | 16.30 | 491.000 | 8,003.30
|
COMPACTED EARTH LEVELING PAD | m | 560.320 | 9,133.22
|
| | 560.320 | 9,133.22
|
| | 0.000 | 0.00
|
| | |
|
0112 4100.06 | 946.00 | 6.300 | 5,959.80
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 6.300 | 5,959.80
|
| | 6.300 | 5,959.80
|
| | 0.000 | 0.00
|
| | |
|
0113 4101.06 | 545.00 | 12.000 | 6,540.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 12.000 | 6,540.00
|
| | 12.000 | 6,540.00
|
| | 0.000 | 0.00
|
| | |
|
0114 4103.06 | 710.00 | 9.070 | 6,439.70
|
CLASS 47B-20 CONCRETE FOR STEP | m3 | 9.985 | 7,089.35
|
| | 9.985 | 7,089.35
|
| | 0.000 | 0.00
|
| | |
|
0115 4105.58 | 655.00 | 205.490 | 134,595.95
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 206.705 | 135,391.78
|
| | 206.705 | 135,391.78
|
| | 0.000 | 0.00
|
| | |
|
0116 4107.07 | 765.00 | 0.320 | 244.80
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 0.320 | 244.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0117 4130.06 | 875.00 | 0.040 | 35.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG | m3 | 0.040 | 35.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0118 4150.00 | 2.50 | 255.000 | 637.50
|
REINFORCING STEEL FOR HEADWALL | kg | 450.000 | 1,125.00
|
| | 450.000 | 1,125.00
|
| | 0.000 | 0.00
|
| | |
|
0119 4151.00 | 2.50 | 569.000 | 1,422.50
|
REINFORCING STEEL FOR BOX CULVERT | kg | 569.000 | 1,422.50
|
| | 569.000 | 1,422.50
|
| | 0.000 | 0.00
|
| | |
|
0120 4155.50 | 2.50 | 8,726.000 | 21,815.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 8,726.000 | 21,815.00
|
| | 8,723.000 | 21,807.50
|
| | 0.000 | 0.00
|
| | |
|
0121 4157.00 | 2.50 | 17.000 | 42.50
|
REINFORCING STEEL FOR COLLARS | kg | 17.000 | 42.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0122 4803.08 | 87.45 | 6.000 | 524.70
|
200 mm P.V.C. PIPE | m | 6.000 | 524.70
|
| | 6.000 | 524.70
|
| | 0.000 | 0.00
|
| | |
|
0123 6406.00 | 322.50 | 33.500 | 10,803.75
|
PEDESTRIAN HANDRAIL | m | 34.270 | 11,052.08
|
| | 34.270 | 11,052.08
|
| | 0.000 | 0.00
|
| | |
|
0124 8024.50 | 59.00 | 331.000 | 19,529.00
|
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE | m3 | 503.100 | 29,682.90
|
| | 503.100 | 29,682.90
|
| | 0.000 | 0.00
|
| | |
|
0403 4017.00 | 446.25 | 0.000 | 0.00
|
TAPPING EXISTING MANHOLE | EACH | 1.000 | 446.25
|
Tap Existing Manhole | | 1.000 | 446.25
|
| | 0.000 | 0.00
|
| | |
|
0419 P300.30 | 144.90 | 0.000 | 0.00
|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 8.000 | 1,159.20
|
750 mm Culvert Pipe @ Sta. 14+46.4 | | 8.000 | 1,159.20
|
| | 0.000 | 0.00
|
| | |
|
0420 P300.24 | 131.25 | 0.000 | 0.00
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 31.500 | 4,134.38
|
600 mm Culv Pipe 3,4,5 @ Sta. 24+38 and 33+58 | | 31.500 | 4,134.38
|
| | 0.000 | 0.00
|
| | |
|
0426 4976.05 | 505.70 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 505.70
|
Concrete Pipe Culvert Plug | | 1.000 | 505.70
|
| | 0.000 | 0.00
|
| | |
|
0436 P700.18 | 175.685 | 0.000 | 0.00
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 29.109 | 5,114.01
|
450 mm Storm Sewer Pipe | | 29.109 | 5,114.01
|
| | 0.000 | 0.00
|
| | |
|
0437 P700.15 | 168.795 | 0.000 | 0.00
|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 15.850 | 2,675.40
|
375 mm Storm Sewer Pipe | | 15.850 | 2,675.40
|
| | 0.000 | 0.00
|
| | |
|
0438 4155.50 | 2.778 | 0.000 | 0.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 444.067 | 1,233.62
|
Re-Steel for Inlets & Junction Boxes | | 444.067 | 1,233.62
|
| | 0.000 | 0.00
|
| | |
|
0439 4002.00 | 7.755 | 0.000 | 0.00
|
CAST IRON COVER AND FRAME | kg | 226.797 | 1,758.81
|
Cast Iron Cover & Frame | | 226.797 | 1,758.81
|
| | 0.000 | 0.00
|
| | |
|
0440 4105.58 | 954.459 | 0.000 | 0.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 12.516 | 11,946.01
|
47B-20 Concrete for Inlets & Junction Boxes | | 12.516 | 11,946.01
|
| | 0.000 | 0.00
|
| | |
|
0441 4018.00 | 803.25 | 0.000 | 0.00
|
TAPPING EXISTING STRUCTURE | EACH | 2.000 | 1,606.50
|
Tap existing structure | | 2.000 | 1,606.50
|
| | 0.000 | 0.00
|
| | |
|
601 4051.12 | 54.50 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 71.000 | 3,869.50
|
CRUSHED ROCK FOR BOX CULVERT FOUNDATION | | 71.000 | 3,869.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 665,536.38
|
| | Current | 759,615.78
|
| | In place | 753,637.24
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION | | |
|
0125 W100.00 | 350.00 | 17.000 | 5,950.00
|
CURB STOP AND BOX | EACH | 47.000 | 16,450.00
|
19 mm | | 47.000 | 16,450.00
|
| | 0.000 | 0.00
|
| | |
|
0126 W100.01 | 515.00 | 2.000 | 1,030.00
|
CURB STOP AND BOX | EACH | 6.000 | 3,090.00
|
50 mm | | 6.000 | 3,090.00
|
| | 0.000 | 0.00
|
| | |
|
0127 W176.24 | 27.40 | 490.500 | 13,439.70
|
19 mm WATER SERVICE | m | 543.700 | 14,897.38
|
TUBING | | 543.700 | 14,897.38
|
| | 0.000 | 0.00
|
| | |
|
0128 W176.26 | 28.40 | 44.500 | 1,263.80
|
25 mm WATER SERVICE | m | 44.500 | 1,263.80
|
TUBING | | 26.600 | 755.44
|
| | 0.000 | 0.00
|
| | |
|
0129 W176.30 | 32.80 | 97.500 | 3,198.00
|
50 mm WATER SERVICE | m | 97.500 | 3,198.00
|
PIPE | | 94.600 | 3,102.88
|
| | 0.000 | 0.00
|
| | |
|
0130 W176.34 | 49.20 | 4.000 | 196.80
|
100 mm WATER SERVICE | m | 4.000 | 196.80
|
PIPE | | 2.200 | 108.24
|
| | 0.000 | 0.00
|
| | |
|
0131 W176.70 | 350.00 | 47.000 | 16,450.00
|
WATER SERVICE CONNECTION | EACH | 48.000 | 16,800.00
|
19 mm | | 48.000 | 16,800.00
|
| | 0.000 | 0.00
|
| | |
|
0132 W176.71 | 375.00 | 3.000 | 1,125.00
|
WATER SERVICE CONNECTION | EACH | 3.000 | 1,125.00
|
25 mm | | 3.000 | 1,125.00
|
| | 0.000 | 0.00
|
| | |
|
0133 W176.72 | 560.00 | 9.000 | 5,040.00
|
WATER SERVICE CONNECTION | EACH | 9.000 | 5,040.00
|
50 mm | | 9.000 | 5,040.00
|
| | 0.000 | 0.00
|
| | |
|
0134 W176.73 | 990.00 | 1.000 | 990.00
|
WATER SERVICE CONNECTION | EACH | 1.000 | 990.00
|
100 mm | | 1.000 | 990.00
|
| | 0.000 | 0.00
|
| | |
|
0135 W180.64 | 680.00 | 1.000 | 680.00
|
METER PIT | EACH | 3.000 | 2,040.00
|
| | 3.000 | 2,040.00
|
| | 0.000 | 0.00
|
| | |
|
0136 W180.68 | 165.00 | 1.000 | 165.00
|
METER VAULT FRAME AND COVER | EACH | 1.000 | 165.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 W200.00 | 3.05 | 11,063.000 | 33,742.15
|
CAST IRON FITTINGS, M.J. | kg | 11,063.000 | 33,742.15
|
| | 5,632.800 | 17,180.06
|
| | 0.000 | 0.00
|
| | |
|
0138 W205.04 | 63.40 | 11.000 | 697.40
|
100 mm WATER MAIN PIPE | m | 15.800 | 1,001.72
|
| | 15.800 | 1,001.72
|
| | 0.000 | 0.00
|
| | |
|
0139 W205.06 | 71.05 | 45.190 | 3,210.75
|
150 mm WATER MAIN PIPE | m | 64.900 | 4,611.15
|
| | 64.900 | 4,611.17
|
| | 0.000 | 0.00
|
| | |
|
0140 W205.08 | 74.40 | 591.200 | 43,985.28
|
200 mm WATER MAIN PIPE | m | 591.200 | 43,985.28
|
| | 537.500 | 39,990.00
|
| | 0.000 | 0.00
|
| | |
|
0141 W205.12 | 96.19 | 1,779.480 | 171,168.18
|
300 mm WATER MAIN PIPE | m | 1,838.800 | 176,874.17
|
| | 1,838.800 | 176,874.16
|
| | 0.000 | 0.00
|
| | |
|
0142 W205.92 | 153.00 | 2.500 | 382.50
|
200 mm CONCRETE ENCASEMENT | m | 2.500 | 382.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0143 W205.94 | 207.69 | 108.500 | 22,534.37
|
300 mm CONCRETE ENCASEMENT | m | 108.500 | 22,534.37
|
| | 95.800 | 19,896.70
|
| | 0.000 | 0.00
|
| | |
|
0144 W219.36 | 628.60 | 1.000 | 628.60
|
150 mm GATE VALVE | EACH | 4.000 | 2,514.40
|
| | 4.000 | 2,514.40
|
| | 0.000 | 0.00
|
| | |
|
0145 W219.38 | 858.00 | 1.000 | 858.00
|
200 mm GATE VALVE | EACH | 1.000 | 858.00
|
| | 1.000 | 858.00
|
| | 0.000 | 0.00
|
| | |
|
0146 W219.42 | 1,370.00 | 17.000 | 23,290.00
|
300 mm GATE VALVE | EACH | 19.000 | 26,030.00
|
| | 19.000 | 26,030.00
|
| | 0.000 | 0.00
|
| | |
|
0147 W220.40 | 110.00 | 14.000 | 1,540.00
|
SALVAGE GATE VALVE | EACH | 14.000 | 1,540.00
|
| | 3.000 | 330.00
|
| | 0.000 | 0.00
|
| | |
|
0148 W222.00 | 2,330.00 | 10.000 | 23,300.00
|
FIRE HYDRANT | EACH | 12.000 | 27,960.00
|
| | 12.000 | 27,960.00
|
| | 0.000 | 0.00
|
| | |
|
0149 W222.91 | 200.00 | 9.000 | 1,800.00
|
SALVAGE FIRE HYDRANT | EACH | 11.000 | 2,200.00
|
| | 11.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0150 W350.04 | 1,400.00 | 15.000 | 21,000.00
|
100 mm X 100 mm TAPPING SLEEVE AND VALVE | EACH | 15.000 | 21,000.00
|
| | 15.000 | 21,000.00
|
| | 0.000 | 0.00
|
| | |
|
0151 W350.15 | 1,695.00 | 4.000 | 6,780.00
|
150 mm X 150 mm TAPPING SLEEVE AND VALVE | EACH | 4.000 | 6,780.00
|
| | 4.000 | 6,780.00
|
| | 0.000 | 0.00
|
| | |
|
0152 W350.26 | 2,150.00 | 3.000 | 6,450.00
|
200 mm x 200 mm TAPPING SLEEVE AND VALVE | EACH | 3.000 | 6,450.00
|
| | 2.000 | 4,300.00
|
| | 0.000 | 0.00
|
| | |
|
0153 W350.30 | 3,170.00 | 1.000 | 3,170.00
|
250 mm X 250 mm TAPPING SLEEVE AND VALVE | EACH | 1.000 | 3,170.00
|
| | 1.000 | 3,170.00
|
| | 0.000 | 0.00
|
| | |
|
0154 W350.37 | 3,940.00 | 1.000 | 3,940.00
|
300 mm X 300 mm TAPPING SLEEVE AND VALVE | EACH | 1.000 | 3,940.00
|
| | 1.000 | 3,940.00
|
| | 0.000 | 0.00
|
| | |
|
0155 W722.51 | 2.20 | 1,873.500 | 4,121.70
|
ABANDON WATER MAIN | m | 1,955.810 | 4,302.78
|
| | 1,955.810 | 4,302.78
|
| | 0.000 | 0.00
|
| | |
|
0156 W750.12 | 935.00 | 5.000 | 4,675.00
|
RELOCATE FIRE HYDRANT | EACH | 5.000 | 4,675.00
|
| | 3.000 | 2,805.00
|
| | 0.000 | 0.00
|
| | |
|
0157 W800.21 | 21.00 | 29.000 | 609.00
|
REMOVE WATER MAIN PIPE | m | 158.300 | 3,324.30
|
| | 158.300 | 3,324.30
|
| | 0.000 | 0.00
|
| | |
|
0158 W800.60 | 110.00 | 3.000 | 330.00
|
REMOVE WATER METER PIT | EACH | 6.000 | 660.00
|
| | 6.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0159 0030.40 | 13,000.00 | 1.000 | 13,000.00
|
MOBILIZATION | LS | 1.000 | 13,000.00
|
| | 1.000 | 13,000.00
|
| | 0.000 | 0.00
|
| | |
|
0160 1090.03 | 5.50 | 592.200 | 3,257.10
|
ABANDON SEWER PIPE | m | 611.800 | 3,364.90
|
| | 611.800 | 3,364.90
|
| | 0.000 | 0.00
|
| | |
|
0161 1117.01 | 219.00 | 14.000 | 3,066.00
|
REMOVE MANHOLE | EACH | 14.000 | 3,066.00
|
SANITARY SEWER | | 14.000 | 3,066.00
|
| | 0.000 | 0.00
|
| | |
|
0162 3041.10 | 60.00 | 65.000 | 3,900.00
|
PAVEMENT PATCHING | m2 | 65.000 | 3,900.00
|
| | 9.856 | 591.36
|
| | 0.000 | 0.00
|
| | |
|
0163 4016.20 | 2,300.00 | 19.000 | 43,700.00
|
MANHOLE | EACH | 19.000 | 43,700.00
|
SANITARY SEWER | | 19.000 | 43,700.00
|
| | 0.000 | 0.00
|
| | |
|
0164 4017.00 | 440.00 | 2.000 | 880.00
|
TAPPING EXISTING MANHOLE | EACH | 2.000 | 880.00
|
| | 2.000 | 880.00
|
| | 0.000 | 0.00
|
| | |
|
0165 4042.55 | 330.00 | 33.000 | 10,890.00
|
CONNECT SANITARY SERVICE | EACH | 33.000 | 10,890.00
|
| | 24.000 | 7,920.00
|
| | 0.000 | 0.00
|
| | |
|
0166 4043.50 | 33.00 | 142.120 | 4,689.96
|
REMOVE SEWER PIPE | m | 143.670 | 4,741.11
|
| | 143.670 | 4,741.11
|
| | 0.000 | 0.00
|
| | |
|
0167 4763.10 | 645.00 | 2.000 | 1,290.00
|
SEWER CLEANOUT | EACH | 2.000 | 1,290.00
|
| | 2.000 | 1,290.00
|
| | 0.000 | 0.00
|
| | |
|
0168 4764.74 | 72.15 | 216.500 | 15,620.48
|
100 mm P.V.C. SEWER PIPE | m | 216.500 | 15,620.48
|
| | 27.100 | 1,955.27
|
| | 0.000 | 0.00
|
| | |
|
0169 4764.76 | 83.00 | 161.500 | 13,404.50
|
150 mm P.V.C. SEWER PIPE | m | 198.100 | 16,442.30
|
| | 198.100 | 16,442.30
|
| | 0.000 | 0.00
|
| | |
|
0170 4764.78 | 93.00 | 429.860 | 39,976.98
|
200 mm P.V.C. SEWER PIPE | m | 431.800 | 40,157.40
|
| | 431.800 | 40,157.40
|
| | 0.000 | 0.00
|
| | |
|
0171 4764.80 | 104.00 | 154.200 | 16,036.80
|
250 mm P.V.C. SEWER PIPE | m | 154.400 | 16,057.60
|
| | 154.400 | 16,057.60
|
| | 0.000 | 0.00
|
| | |
|
0172 4764.82 | 115.00 | 39.800 | 4,577.00
|
300 mm P.V.C. SEWER PIPE | m | 39.800 | 4,577.00
|
| | 38.300 | 4,404.50
|
| | 0.000 | 0.00
|
| | |
|
0173 4805.18 | 336.00 | 16.000 | 5,376.00
|
450 mm STEEL CASING | m | 16.000 | 5,376.00
|
| | 16.000 | 5,376.00
|
| | 0.000 | 0.00
|
| | |
|
0174 4805.20 | 349.00 | 203.200 | 70,916.80
|
500 mm STEEL CASING | m | 203.200 | 70,916.80
|
| | 202.520 | 70,679.48
|
| | 0.000 | 0.00
|
| | |
|
0175 4805.26 | 465.00 | 75.000 | 34,875.00
|
650 mm STEEL CASING | m | 75.300 | 35,014.50
|
| | 75.300 | 35,014.50
|
| | 0.000 | 0.00
|
| | |
|
0404 W100.02 | 462.00 | 0.000 | 0.00
|
CURB STOP AND BOX | EACH | 3.000 | 1,386.00
|
Curb Stop and Box at 86+23.1 / 12.9m Rt. | | 3.000 | 1,386.00
|
| | 0.000 | 0.00
|
| | |
|
0407 W222.00 | 220.50 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 220.50
|
Raising of Fire Hydrant | | 1.000 | 220.50
|
| | 0.000 | 0.00
|
| | |
|
0408 W222.00 | 304.50 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 304.50
|
Raising of Fire Hydrant | | 1.000 | 304.50
|
| | 0.000 | 0.00
|
| | |
|
0409 W222.00 | 262.50 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 262.50
|
Raising of Fire Hydrant | | 1.000 | 262.50
|
| | 0.000 | 0.00
|
| | |
|
0411 W222.00 | 456.75 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 456.75
|
Raising of Fire Hydrant | | 1.000 | 456.75
|
| | 0.000 | 0.00
|
| | |
|
0412 W222.00 | 630.00 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 630.00
|
Raising of Fire Hydrant | | 1.000 | 630.00
|
| | 0.000 | 0.00
|
| | |
|
0413 W222.00 | 892.50 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 892.50
|
Raising of Fire Hydrant | | 1.000 | 892.50
|
| | 0.000 | 0.00
|
| | |
|
0414 W222.00 | 1,029.00 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 1,029.00
|
Raising of Fire Hydrant | | 1.000 | 1,029.00
|
| | 0.000 | 0.00
|
| | |
|
0415 W219.64 | 551.25 | 0.000 | 0.00
|
100 mm GATE VALVE AND BOX | EACH | 1.000 | 551.25
|
100mm Gate Valve and Box@ Sta. 78+06.9 11.6m Rt. | | 1.000 | 551.25
|
| | 0.000 | 0.00
|
| | |
|
0421 W222.00 | 551.25 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 551.25
|
Raising of Fire Hydrant | | 1.000 | 551.25
|
| | 0.000 | 0.00
|
| | |
|
0422 W222.00 | 304.50 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 304.50
|
Raising of Fire Hydrant | | 1.000 | 304.50
|
| | 0.000 | 0.00
|
| | |
|
0423 W222.00 | 262.50 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 262.50
|
Raising of Fire Hydrant | | 1.000 | 262.50
|
| | 0.000 | 0.00
|
| | |
|
0424 W222.00 | 630.00 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 630.00
|
Raising of Fire Hydrant | | 1.000 | 630.00
|
| | 0.000 | 0.00
|
| | |
|
0425 W222.00 | 630.00 | 0.000 | 0.00
|
FIRE HYDRANT | EACH | 1.000 | 630.00
|
Raising of Fire Hydrant | | 1.000 | 630.00
|
| | 0.000 | 0.00
|
| | |
|
0452 W750.12 | 262.50 | 0.000 | 0.00
|
RELOCATE FIRE HYDRANT | EACH | 1.000 | 262.50
|
Raising of Fire Hydrant 1.0 ft. | | 1.000 | 262.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A WATER MAIN & SANITARY SEWER CONSTRUCTION | | Contracted | 713,197.84
|
| | Current | 761,159.63
|
| | In place | 711,141.40
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7B FENCE | | |
|
0176 0030.70 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0177 7110.05 | 36.00 | 120.100 | 4,323.60
|
1.5 METER CHAIN-LINK FENCE | m | 123.700 | 4,453.20
|
| | 123.700 | 4,453.20
|
| | 0.000 | 0.00
|
| | |
|
0178 7115.05 | 85.00 | 12.000 | 1,020.00
|
END POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 12.000 | 1,020.00
|
| | 10.000 | 850.00
|
| | 0.000 | 0.00
|
| | |
|
0179 7116.05 | 140.00 | 11.000 | 1,540.00
|
CORNER POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 7.000 | 980.00
|
| | 7.000 | 980.00
|
| | 0.000 | 0.00
|
| | |
|
0449 7110.05 | 39.06 | 0.000 | 0.00
|
1.5 METER CHAIN-LINK FENCE | m | 13.400 | 523.40
|
1.5 m Chain-Link Fence | | 13.400 | 523.40
|
| | 0.000 | 0.00
|
| | |
|
0450 7115.05 | 78.75 | 0.000 | 0.00
|
END POST FOR 1.5 METER CHAIN-LINK FENCE | EACH | 1.000 | 78.75
|
End Post for 1.5m Ch-Link fence | | 1.000 | 78.75
|
| | 0.000 | 0.00
|
| | |
|
0451 0030.02 | 365.40 | 0.000 | 0.00
|
REMOBILIZATION | LS | 1.000 | 365.40
|
Trip Charge for additional fencing | | 1.000 | 365.40
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7B FENCE | | Contracted | 7,883.60
|
| | Current | 8,420.75
|
| | In place | 8,250.75
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0180 A001.01 | 492.00 | 10.000 | 4,920.00
|
PULL BOX, TYPE PB-1 | EACH | 12.000 | 5,904.00
|
| | 12.000 | 5,904.00
|
| | 0.000 | 0.00
|
| | |
|
0181 A001.02 | 440.00 | 6.000 | 2,640.00
|
PULL BOX, TYPE PB-1A | EACH | 6.000 | 2,640.00
|
| | 6.000 | 2,640.00
|
| | 0.000 | 0.00
|
| | |
|
0182 A001.06 | 710.00 | 8.000 | 5,680.00
|
PULL BOX, TYPE PB-2A | EACH | 8.000 | 5,680.00
|
| | 8.000 | 5,680.00
|
| | 0.000 | 0.00
|
| | |
|
0183 A001.12 | 395.00 | 19.000 | 7,505.00
|
PULL BOX, TYPE PB-5 | EACH | 19.000 | 7,505.00
|
| | 19.000 | 7,505.00
|
| | 0.000 | 0.00
|
| | |
|
0184 A003.10 | 710.00 | 8.000 | 5,680.00
|
TRAFFIC SIGNAL, TYPE TS-1 | EACH | 8.000 | 5,680.00
|
| | 8.000 | 5,680.00
|
| | 0.000 | 0.00
|
| | |
|
0185 A003.20 | 655.00 | 2.000 | 1,310.00
|
TRAFFIC SIGNAL, TYPE TS-1A | EACH | 2.000 | 1,310.00
|
| | 2.000 | 1,310.00
|
| | 0.000 | 0.00
|
| | |
|
0186 A006.15 | 440.00 | 8.000 | 3,520.00
|
PEDESTRIAN SIGNAL, TYPE PS-1 | EACH | 8.000 | 3,520.00
|
| | 8.000 | 3,520.00
|
| | 0.000 | 0.00
|
| | |
|
0187 A006.70 | 110.00 | 8.000 | 880.00
|
PEDESTRIAN PUSHBUTTON, TYPE PPB | EACH | 8.000 | 880.00
|
| | 8.000 | 880.00
|
| | 0.000 | 0.00
|
| | |
|
0188 A006.75 | 765.00 | 2.000 | 1,530.00
|
PEDESTAL POLE, TYPE PP-3048 | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0189 A006.98 | 210.00 | 13.000 | 2,730.00
|
VEHICLE DETECTOR, TYPE A PREFORMED | EACH | 13.000 | 2,730.00
|
| | 13.000 | 2,730.00
|
| | 0.000 | 0.00
|
| | |
|
0190 A007.00 | 220.00 | 9.000 | 1,980.00
|
VEHICLE DETECTOR, TYPE B PREFORMED | EACH | 9.000 | 1,980.00
|
| | 9.000 | 1,980.00
|
| | 0.000 | 0.00
|
| | |
|
0191 A007.08 | 440.00 | 8.000 | 3,520.00
|
VEHICLE DETECTOR, TYPE TD-3 | EACH | 8.000 | 3,520.00
|
| | 8.000 | 3,520.00
|
| | 0.000 | 0.00
|
| | |
|
0192 A007.15 | 440.00 | 1.000 | 440.00
|
VEHICLE DETECTOR, TYPE TD-5 | EACH | 1.000 | 440.00
|
| | 1.000 | 440.00
|
| | 0.000 | 0.00
|
| | |
|
0193 A007.16 | 490.00 | 3.000 | 1,470.00
|
VEHICLE DETECTOR, TYPE TD-5A | EACH | 3.000 | 1,470.00
|
| | 3.000 | 1,470.00
|
| | 0.000 | 0.00
|
| | |
|
0194 A009.06 | 1,750.00 | 1.000 | 1,750.00
|
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.2-0.25 | EACH | 1.000 | 1,750.00
|
| | 1.000 | 1,750.00
|
| | 0.000 | 0.00
|
| | |
|
0195 A009.08 | 1,750.00 | 6.000 | 10,500.00
|
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25 | EACH | 6.000 | 10,500.00
|
| | 6.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | |
|
0196 A009.09 | 1,825.00 | 34.000 | 62,050.00
|
STREET LIGHTING UNIT TYPE SL-A-12.2-2.4-0.25 | EACH | 34.000 | 62,050.00
|
| | 34.000 | 62,050.00
|
| | 0.000 | 0.00
|
| | |
|
0197 A009.14 | 1,915.00 | 3.000 | 5,745.00
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 | EACH | 3.000 | 5,745.00
|
| | 3.000 | 5,745.00
|
| | 0.000 | 0.00
|
| | |
|
0198 A012.05 | 5,250.00 | 2.000 | 10,500.00
|
COMBINATION MAST ARM SIGNAL AND LIGHTING POLE,TYPE CMP-14-3.7 | EACH | 2.000 | 10,500.00
|
| | 2.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | |
|
0199 A016.50 | 3,280.00 | 1.000 | 3,280.00
|
MAST ARM SIGNAL POLE, TYPE MP-9.5 | EACH | 1.000 | 3,280.00
|
| | 1.000 | 3,280.00
|
| | 0.000 | 0.00
|
| | |
|
0200 A016.55 | 3,500.00 | 1.000 | 3,500.00
|
MAST ARM SIGNAL POLE, TYPE MP-11 | EACH | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0201 A019.05 | 132.00 | 8.000 | 1,056.00
|
LED TRAFFIC SIGNAL, TYPE 300mm RED | EACH | 8.000 | 1,056.00
|
| | 8.000 | 1,056.00
|
| | 0.000 | 0.00
|
| | |
|
0202 A019.10 | 310.00 | 8.000 | 2,480.00
|
LED TRAFFIC SIGNAL, TYPE 300mm GREEN | EACH | 8.000 | 2,480.00
|
| | 8.000 | 2,480.00
|
| | 0.000 | 0.00
|
| | |
|
0203 A020.10 | 820.00 | 1.000 | 820.00
|
LIGHTING CONTROL CENTER, TYPE D | EACH | 1.000 | 820.00
|
| | 1.000 | 820.00
|
| | 0.000 | 0.00
|
| | |
|
0204 A020.30 | 1,050.00 | 2.000 | 2,100.00
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 2.000 | 2,100.00
|
| | 2.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0205 A070.10 | 6.45 | 1,496.000 | 9,649.20
|
38 mm CONDUIT IN TRENCH | m | 1,682.000 | 10,848.90
|
| | 1,682.000 | 10,848.90
|
| | 0.000 | 0.00
|
| | |
|
0206 A070.14 | 7.65 | 349.000 | 2,669.85
|
50 mm CONDUIT IN TRENCH | m | 455.000 | 3,480.75
|
| | 455.000 | 3,480.76
|
| | 0.000 | 0.00
|
| | |
|
0207 A070.18 | 11.00 | 24.000 | 264.00
|
75 mm CONDUIT IN TRENCH | m | 24.000 | 264.00
|
| | 24.000 | 264.00
|
| | 0.000 | 0.00
|
| | |
|
0208 A072.10 | 6.50 | 797.000 | 5,180.50
|
38 mm CONDUIT UNDER ROADWAY | m | 852.000 | 5,538.00
|
| | 852.000 | 5,538.00
|
| | 0.000 | 0.00
|
| | |
|
0209 A072.14 | 8.74 | 63.000 | 550.62
|
50 mm CONDUIT UNDER ROADWAY | m | 83.700 | 731.54
|
| | 83.700 | 731.54
|
| | 0.000 | 0.00
|
| | |
|
0210 A072.18 | 12.00 | 43.000 | 516.00
|
75 mm CONDUIT UNDER ROADWAY | m | 43.000 | 516.00
|
| | 43.000 | 516.00
|
| | 0.000 | 0.00
|
| | |
|
0211 A074.12 | 27.50 | 57.000 | 1,567.50
|
38 mm CONDUIT, JACKED | m | 89.000 | 2,447.50
|
| | 89.000 | 2,447.50
|
| | 0.000 | 0.00
|
| | |
|
0212 A077.12 | 1.20 | 399.000 | 478.80
|
2/C #14 AWG TRAFFIC SIGNAL CABLE | m | 536.000 | 643.20
|
| | 536.000 | 643.20
|
| | 0.000 | 0.00
|
| | |
|
0213 A077.22 | 3.30 | 130.000 | 429.00
|
12/C #14 AWG TRAFFIC SIGNAL CABLE | m | 130.000 | 429.00
|
| | 130.000 | 429.00
|
| | 0.000 | 0.00
|
| | |
|
0214 A079.01 | 2.20 | 998.000 | 2,195.60
|
2/C #14 AWG DETECTOR LEAD-IN CABLE | m | 998.000 | 2,195.60
|
| | 998.000 | 2,195.60
|
| | 0.000 | 0.00
|
| | |
|
0215 A079.50 | 1.20 | 227.000 | 272.40
|
GROUNDING CONDUCTOR | m | 477.000 | 572.40
|
| | 477.000 | 572.40
|
| | 0.000 | 0.00
|
| | |
|
0216 A080.22 | 1.30 | 2,343.000 | 3,045.90
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 2,476.000 | 3,218.80
|
| | 2,476.000 | 3,218.80
|
| | 0.000 | 0.00
|
| | |
|
0217 A080.24 | 1.55 | 4,686.000 | 7,263.30
|
STREET LIGHTING CABLE, NO. 6 USE | m | 7,675.000 | 11,896.25
|
| | 7,675.000 | 11,896.25
|
| | 0.000 | 0.00
|
| | |
|
0218 A500.20 | 1,860.00 | 1.000 | 1,860.00
|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | EACH | 1.000 | 1,860.00
|
| | 1.000 | 1,860.00
|
| | 0.000 | 0.00
|
| | |
|
0219 A610.00 | 1,640.00 | 1.000 | 1,640.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 1,640.00
|
AT US-75 & 23RD ST | | 1.000 | 1,640.00
|
| | 0.000 | 0.00
|
| | |
|
0220 A610.01 | 1,015.00 | 1.000 | 1,015.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 1,015.00
|
AT US-75 & AUBURN MIDDLE SCHOOL | | 1.000 | 1,015.00
|
| | 0.000 | 0.00
|
| | |
|
0221 0030.81 | 2,250.00 | 1.000 | 2,250.00
|
MOBILIZATION | LS | 1.000 | 2,250.00
|
| | 1.000 | 2,250.00
|
| | 0.000 | 0.00
|
| | |
|
0410 A007.34 | 1,679.56 | 0.000 | 0.00
|
STREET LIGHTING UNIT | EACH | 5.000 | 8,397.80
|
ST. LIGHT. UNIT SL-A-10.7-1.2-0.10F | | 5.000 | 8,397.80
|
| | 0.000 | 0.00
|
| | |
|
0446 A900.10 | 391.97 | 0.000 | 0.00
|
ADDITIONAL WORK | EACH | 1.000 | 391.97
|
Install signal flasher at the school | | 1.000 | 391.97
|
| | 0.000 | 0.00
|
| | |
|
0447 A030.00 | 683.09 | 0.000 | 0.00
|
FUSED DISCONNECT | EACH | 1.000 | 683.09
|
Fused disconnect for traffic signal intersection | | 1.000 | 683.09
|
| | 0.000 | 0.00
|
| | |
|
0448 A006.86 | 802.95 | 0.000 | 0.00
|
PEDESTAL POLE, TYPE PP-3660 | EACH | 2.000 | 1,605.90
|
Pedestal Pole, Type PP-3660 | | 2.000 | 1,605.90
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 188,433.67
|
| | Current | 207,665.70
|
| | In place | 207,665.71
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0222 0001.08 | 0.50 | 7,410.000 | 3,705.00
|
BARRICADE, TYPE II | BDAY | 18,470.000 | 9,235.00
|
| | 18,470.000 | 9,235.00
|
| | 0.000 | 0.00
|
| | |
|
0223 0001.10 | 2.19 | 6,094.000 | 13,345.86
|
BARRICADE, TYPE III | BDAY | 13,239.000 | 28,993.41
|
| | 13,239.000 | 28,993.41
|
| | 0.000 | 0.00
|
| | |
|
0224 0001.90 | 0.10 | 13,821.000 | 1,382.10
|
SIGN DAY | EACH | 13,821.000 | 1,382.10
|
| | 10,564.000 | 1,056.40
|
| | 0.000 | 0.00
|
| | |
|
0225 0003.10 | 155.00 | 210.000 | 32,550.00
|
FLAGGING | DAY | 27.000 | 4,185.00
|
| | 27.000 | 4,185.00
|
| | 0.000 | 0.00
|
| | |
|
0226 0010.04 | 4,730.00 | 1.000 | 4,730.00
|
FIELD OFFICE | EACH | 1.000 | 4,730.00
|
| | 1.000 | 4,730.00
|
| | 0.000 | 0.00
|
| | |
|
0227 0030.00 | 1,095.00 | 1.000 | 1,095.00
|
MOBILIZATION | LS | 1.000 | 1,095.00
|
| | 1.000 | 1,095.00
|
| | 0.000 | 0.00
|
| | |
|
0228 9110.01 | 64.35 | 50.000 | 3,217.50
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 50.000 | 3,217.50
|
| | 23.000 | 1,480.05
|
| | 0.000 | 0.00
|
| | |
|
0229 9110.02 | 62.00 | 10.000 | 620.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 620.00
|
| | 2.000 | 124.00
|
| | 0.000 | 0.00
|
| | |
|
0230 9110.03 | 43.20 | 50.000 | 2,160.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 50.000 | 2,160.00
|
| | 2.000 | 86.40
|
| | 0.000 | 0.00
|
| | |
|
0231 9110.07 | 34.90 | 50.000 | 1,745.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 50.000 | 1,745.00
|
| | 6.000 | 209.40
|
| | 0.000 | 0.00
|
| | |
|
0405 0001.30 | 2.00 | 0.000 | 0.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,662.000 | 3,324.00
|
Type B High Intensity Warning Light | | 1,662.000 | 3,324.00
|
| | 0.000 | 0.00
|
| | |
|
0417 A017.59 | 5.25 | 0.000 | 0.00
|
POLE BASE | EACH | 72.000 | 378.00
|
Flag Pole Base | | 72.000 | 378.00
|
| | 0.000 | 0.00
|
| | |
|
0443 0001.08 | 1.313 | 0.000 | 0.00
|
BARRICADE, TYPE II | BDAY | 182.000 | 238.97
|
Barricade, Type II | | 182.000 | 238.97
|
| | 0.000 | 0.00
|
| | |
|
0444 0001.10 | 5.25 | 0.000 | 0.00
|
BARRICADE, TYPE III | BDAY | 153.000 | 803.25
|
Barricade, Type III | | 153.000 | 803.25
|
| | 0.000 | 0.00
|
| | |
|
0445 0001.90 | 3.15 | 0.000 | 0.00
|
SIGN DAY | EACH | 95.000 | 299.25
|
Sign Day | | 95.000 | 299.25
|
| | 0.000 | 0.00
|
| | |
|
0453 L999.10 | 666.75 | 0.000 | 0.00
|
TREE | EACH | 2.000 | 1,333.50
|
Removal of tree | | 2.000 | 1,333.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 64,550.46
|
| | Current | 63,739.98
|
| | In place | 57,571.63
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 4,265,051.46
|
---|
| | Current | 4,585,034.87
|
---|
| | In place | 4,450,000.47
|
---|
| | This Estimate | 0.00
|
---|