| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 1 GRADING | | |
|
0001 L006.00 | 130.00 | 22.000 | 2,860.00
|
COVER CROP SEEDING | ha | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.01 | 4.80 | 14,408.000 | 69,158.40
|
EROSION CONTROL, TYPE A | m2 | 14,408.000 | 69,158.40
|
| | 2,864.920 | 13,751.62
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.08 | 4.90 | 9,950.000 | 48,755.00
|
EROSION CONTROL, TYPE AA | m2 | 9,950.000 | 48,755.00
|
| | 2,077.510 | 10,179.80
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.09 | 13.00 | 2,577.000 | 33,501.00
|
EROSION CONTROL, TYPE AAA | m2 | 2,577.000 | 33,501.00
|
| | 927.073 | 12,051.95
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.10 | 1.55 | 20,324.000 | 31,502.20
|
EROSION CONTROL, TYPE HV | m2 | 20,324.000 | 31,502.20
|
| | 4,850.646 | 7,518.50
|
| | 0.000 | 0.00
|
| | |
|
0006 L021.01 | 16.00 | 750.000 | 12,000.00
|
EROSION CHECKS, TYPE A | BALE | 750.000 | 12,000.00
|
| | 264.000 | 4,224.00
|
| | 0.000 | 0.00
|
| | |
|
0007 L021.06 | 16.00 | 1,079.000 | 17,264.00
|
EROSION CHECKS, TYPE HV | BALE | 1,079.000 | 17,264.00
|
| | 412.000 | 6,592.00
|
| | 0.000 | 0.00
|
| | |
|
0008 L021.21 | 16.00 | 813.000 | 13,008.00
|
EROSION CHECKS, TYPE AA | BALE | 813.000 | 13,008.00
|
| | 151.000 | 2,416.00
|
| | 0.000 | 0.00
|
| | |
|
0009 L021.22 | 18.00 | 72.000 | 1,296.00
|
EROSION CHECKS, TYPE AAA | BALE | 72.000 | 1,296.00
|
| | 48.000 | 864.00
|
| | 0.000 | 0.00
|
| | |
|
0010 L022.11 | 6.25 | 1,260.000 | 7,875.00
|
FABRIC SILT FENCE-LOW POROSITY | m | 1,260.000 | 7,875.00
|
| | 1,201.000 | 7,506.25
|
| | 0.000 | 0.00
|
| | |
|
0011 L022.15 | 30.00 | 16.000 | 480.00
|
FABRIC SILT FENCE, TYPE ST | m | 16.000 | 480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 L022.75 | 27.00 | 1,227.500 | 33,142.50
|
TEMPORARY SILT CHECK | m | 1,227.500 | 33,142.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 0030.10 | 18,500.00 | 1.000 | 18,500.00
|
MOBILIZATION | LS | 1.000 | 18,500.00
|
| | 1.000 | 18,500.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1000.00 | 300.00 | 15.000 | 4,500.00
|
LARGE TREE REMOVAL | EACH | 15.000 | 4,500.00
|
| | 18.000 | 5,400.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1009.00 | 15,000.00 | 1.000 | 15,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 15,000.00
|
| | 0.740 | 11,100.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1010.00 | 1.35 | 117,924.000 | 159,197.40
|
EXCAVATION | m3 | 117,924.000 | 159,197.40
|
| | 117,923.998 | 159,197.40
|
| | 22,359.410 | 30,185.20
|
| | |
|
0017 1010.10 | 2.10 | 136,082.000 | 285,772.20
|
EXCAVATION, BORROW | m3 | 136,082.000 | 285,772.20
|
| | 136,081.994 | 285,772.21
|
| | 12.560 | 26.38
|
| | |
|
0018 1011.00 | 2.64 | 10,437.000 | 27,553.68
|
WATER | kL | 10,437.000 | 27,553.68
|
| | 34,253.120 | 90,428.25
|
| | 1,810.900 | 4,780.78
|
| | |
|
0019 1012.00 | 55.00 | 130.000 | 7,150.00
|
RIGHT-OF-WAY MARKERS | EACH | 130.000 | 7,150.00
|
| | 186.000 | 10,230.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1016.00 | 78.00 | 78.000 | 6,084.00
|
RE-ESTABLISH PROPERTY CORNER | EACH | 78.000 | 6,084.00
|
| | 29.000 | 2,262.00
|
| | 26.000 | 2,028.00
|
| | |
|
0021 1090.00 | 500.00 | 1.000 | 500.00
|
ABANDON WELLS | EACH | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1101.00 | 4.50 | 759.000 | 3,415.50
|
REMOVE PAVEMENT | m2 | 759.000 | 3,415.50
|
| | 1,221.749 | 5,497.87
|
| | 198.632 | 893.84
|
| | |
|
0023 1101.25 | 9.00 | 158.100 | 1,422.90
|
SAWING PAVEMENT | m | 158.100 | 1,422.90
|
| | 50.840 | 457.56
|
| | 40.540 | 364.86
|
| | |
|
0024 1102.00 | 4.50 | 1,081.000 | 4,864.50
|
REMOVE ASPHALT SURFACE | m2 | 1,081.000 | 4,864.50
|
| | 1,191.656 | 5,362.46
|
| | 0.000 | 0.00
|
| | |
|
0025 1106.00 | 4.50 | 387.000 | 1,741.50
|
REMOVE DRIVEWAY | m2 | 387.000 | 1,741.50
|
| | 939.300 | 4,226.86
|
| | 22.816 | 102.67
|
| | |
|
0026 1107.00 | 4.50 | 227.000 | 1,021.50
|
REMOVE WALK | m2 | 227.000 | 1,021.50
|
| | 441.910 | 1,988.59
|
| | 9.589 | 43.15
|
| | |
|
0027 1108.00 | 13.00 | 285.600 | 3,712.80
|
REMOVE COMBINATION CURB AND GUTTER | m | 285.600 | 3,712.80
|
| | 295.220 | 3,837.86
|
| | 25.250 | 328.25
|
| | |
|
0028 1111.00 | 2.50 | 29.100 | 72.75
|
REMOVE FENCE | m | 29.100 | 72.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 1113.00 | 150.00 | 1.000 | 150.00
|
REMOVE STEP | EACH | 1.000 | 150.00
|
| | 2.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
0030 1120.00 | 350.00 | 1.000 | 350.00
|
REMOVE DISCHARGE STRUCTURE | EACH | 1.000 | 350.00
|
| | 1.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
0031 1125.00 | 1,000.00 | 1.000 | 1,000.00
|
CLEAR TRACT | EACH | 1.000 | 1,000.00
|
AT STA. 11+57 TO 13+50 RT. | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0032 1131.00 | 5.00 | 118.000 | 590.00
|
REMOVE PLOWABLE PAVEMENT MARKER | EACH | 118.000 | 590.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 1701.18 | 33.00 | 17.900 | 590.70
|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 17.900 | 590.70
|
| | 7.300 | 240.90
|
| | 0.000 | 0.00
|
| | |
|
0034 1701.24 | 45.00 | 307.700 | 13,846.50
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 307.700 | 13,846.50
|
| | 210.100 | 9,454.50
|
| | 43.200 | 1,944.00
|
| | |
|
0035 1703.48 | 225.00 | 10.500 | 2,362.50
|
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4 OR 5 | m | 10.500 | 2,362.50
|
| | 10.670 | 2,400.75
|
| | 0.000 | 0.00
|
| | |
|
0036 4043.00 | 9.00 | 18.000 | 162.00
|
REMOVE CULVERT PIPE | m | 18.000 | 162.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 4050.01 | 9.00 | 31.000 | 279.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 31.000 | 279.00
|
| | 31.000 | 279.00
|
| | 0.000 | 0.00
|
| | |
|
0038 6040.00 | 200.00 | 1.000 | 200.00
|
REMOVE STRUCTURE | EACH | 1.000 | 200.00
|
AT STA. 11+20.3 | | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
0039 6105.01 | 42.00 | 613.000 | 25,746.00
|
ROCK RIPRAP, TYPE A | Mg | 637.000 | 26,754.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 7017.00 | 3.25 | 242.000 | 786.50
|
REMOVE GUARDRAIL | m | 242.000 | 786.50
|
| | 246.700 | 801.78
|
| | 0.000 | 0.00
|
| | |
|
4008 1010.46 | 2.70 | 0.000 | 0.00
|
REMOVAL OF UNSUITABLY WET SOIL | m3 | 8,000.000 | 21,600.00
|
Removal Of Unsuitably Wet Soil | | 7,432.750 | 20,068.43
|
| | 0.000 | 0.00
|
| | |
|
4009 L006.10 | 208.50 | 0.000 | 0.00
|
COVERCROP SEEDING REVISED | ha | 22.000 | 4,587.00
|
CoverCrop Seeding (S8-21-0603) Subsection 812.02was Void and superseded on 3-13-03 | | 7.946 | 1,656.74
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 857,414.03
|
| | Current | 881,749.03
|
| | In place | 706,117.28
|
| | This Estimate | 40,697.13
|
| | |
|
GROUP 4 CULVERTS | | |
|
0041 P120.30 | 128.00 | 19.000 | 2,432.00
|
750 mm CULVERT PIPE, TYPE 2 | m | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 P120.78 | 802.50 | 46.000 | 36,915.00
|
1950 mm CULVERT PIPE, TYPE 2 | m | 122.000 | 97,905.00
|
| | 123.212 | 98,877.63
|
| | 0.000 | 0.00
|
| | |
|
0043 P129.78 | 898.00 | 96.000 | 86,208.00
|
1950 mm CULVERT PIPE, TYPE 2 CLASS V | m | 40.000 | 35,920.00
|
| | 43.892 | 39,415.02
|
| | 0.000 | 0.00
|
| | |
|
0044 P300.15 | 59.00 | 5.500 | 324.50
|
375 mm CULVERT PIPE, TYPE 3,4, OR 5 | m | 5.500 | 324.50
|
| | 3.700 | 218.30
|
| | 0.000 | 0.00
|
| | |
|
0045 P300.24 | 79.00 | 33.500 | 2,646.50
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 33.500 | 2,646.50
|
| | 33.800 | 2,670.20
|
| | 0.000 | 0.00
|
| | |
|
0046 P300.30 | 106.00 | 13.900 | 1,473.40
|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 13.900 | 1,473.40
|
| | 54.100 | 5,734.60
|
| | 0.000 | 0.00
|
| | |
|
0047 P300.36 | 123.00 | 22.500 | 2,767.50
|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 22.500 | 2,767.50
|
| | 22.500 | 2,767.50
|
| | 0.000 | 0.00
|
| | |
|
0048 P300.48 | 160.00 | 20.900 | 3,344.00
|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 20.900 | 3,344.00
|
| | 20.900 | 3,344.00
|
| | 0.000 | 0.00
|
| | |
|
0049 P300.54 | 173.00 | 39.400 | 6,816.20
|
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 39.400 | 6,816.20
|
| | 41.800 | 7,231.40
|
| | 0.000 | 0.00
|
| | |
|
0050 P300.72 | 268.00 | 13.400 | 3,591.20
|
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 13.400 | 3,591.20
|
| | 13.400 | 3,591.20
|
| | 0.000 | 0.00
|
| | |
|
0051 P310.48 | 226.00 | 20.000 | 4,520.00
|
1200 mm CULVERT PIPE, TYPE 2,4 OR 5 | m | 20.000 | 4,520.00
|
| | 20.000 | 4,520.00
|
| | 0.000 | 0.00
|
| | |
|
0052 P310.54 | 255.00 | 14.000 | 3,570.00
|
1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | m | 15.000 | 3,825.00
|
| | 14.000 | 3,570.00
|
| | 0.000 | 0.00
|
| | |
|
0053 P402.24 | 66.00 | 102.400 | 6,758.40
|
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 129.400 | 8,540.40
|
| | 196.000 | 12,936.00
|
| | 0.000 | 0.00
|
| | |
|
0054 P402.36 | 99.00 | 56.200 | 5,563.80
|
900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 56.200 | 5,563.80
|
| | 55.600 | 5,504.40
|
| | 0.000 | 0.00
|
| | |
|
0055 P500.24 | 93.50 | 98.500 | 9,209.75
|
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | m | 98.500 | 9,209.75
|
| | 159.600 | 14,922.60
|
| | 0.000 | 0.00
|
| | |
|
0056 P500.30 | 119.00 | 80.000 | 9,520.00
|
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | m | 80.000 | 9,520.00
|
| | 24.540 | 2,920.26
|
| | 0.000 | 0.00
|
| | |
|
0057 P500.36 | 144.00 | 21.300 | 3,067.20
|
900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | m | 21.300 | 3,067.20
|
| | 22.300 | 3,211.20
|
| | 0.000 | 0.00
|
| | |
|
0058 P700.15 | 85.00 | 3.500 | 297.50
|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 3.500 | 297.50
|
| | 3.500 | 297.50
|
| | 0.000 | 0.00
|
| | |
|
0059 P700.18 | 91.00 | 85.300 | 7,762.30
|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 85.300 | 7,762.30
|
| | 85.700 | 7,798.70
|
| | 0.000 | 0.00
|
| | |
|
0060 P700.24 | 110.80 | 173.800 | 19,257.04
|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 173.800 | 19,257.04
|
| | 177.599 | 19,677.97
|
| | 0.000 | 0.00
|
| | |
|
0061 P700.30 | 150.00 | 125.900 | 18,885.00
|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 125.900 | 18,885.00
|
| | 125.700 | 18,855.00
|
| | 0.000 | 0.00
|
| | |
|
0062 P700.36 | 183.00 | 141.000 | 25,803.00
|
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 141.000 | 25,803.00
|
| | 141.000 | 25,803.00
|
| | 0.000 | 0.00
|
| | |
|
0063 P702.42 | 245.00 | 93.800 | 22,981.00
|
1050 mm STORM SEWER PIPE, TYPE 1 | m | 93.800 | 22,981.00
|
| | 93.800 | 22,981.00
|
| | 0.000 | 0.00
|
| | |
|
0064 P702.48 | 304.00 | 111.600 | 33,926.40
|
1200 mm STORM SEWER PIPE, TYPE 1 | m | 111.600 | 33,926.40
|
| | 111.600 | 33,926.40
|
| | 0.000 | 0.00
|
| | |
|
0065 0030.40 | 14,500.00 | 1.000 | 14,500.00
|
MOBILIZATION | LS | 1.000 | 14,500.00
|
| | 1.000 | 14,500.00
|
| | 0.000 | 0.00
|
| | |
|
0066 1119.50 | 150.00 | 2.000 | 300.00
|
REMOVE JUNCTION BOX | EACH | 2.000 | 300.00
|
| | 2.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
0067 4002.00 | 3.85 | 1,254.000 | 4,827.90
|
CAST IRON COVER AND FRAME | kg | 1,254.000 | 4,827.90
|
| | 1,254.000 | 4,827.90
|
| | 1,254.000 | 4,827.90
|
| | |
|
0068 4003.00 | 3.60 | 263.000 | 946.80
|
CAST IRON COVER, FRAME, AND FLANGE | kg | 263.000 | 946.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 4004.50 | 3.45 | 120.000 | 414.00
|
CAST IRON GRATE AND FRAME | kg | 120.000 | 414.00
|
| | 212.000 | 731.40
|
| | 92.000 | 317.40
|
| | |
|
0070 4005.00 | 3.11 | 1,716.000 | 5,336.76
|
CAST IRON RING AND COVER | kg | 1,716.000 | 5,336.76
|
| | 1,716.000 | 5,336.76
|
| | 1,716.000 | 5,336.76
|
| | |
|
0071 4016.00 | 2,885.00 | 1.000 | 2,885.00
|
MANHOLE | EACH | 1.000 | 2,885.00
|
AT STA. 16+00 7.9 RT | | 1.000 | 2,885.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4016.01 | 2,885.00 | 1.000 | 2,885.00
|
MANHOLE | EACH | 1.000 | 2,885.00
|
AT STA. 16+95.4 7.97 RT | | 1.000 | 2,885.00
|
| | 0.000 | 0.00
|
| | |
|
0073 4016.02 | 3,000.00 | 1.000 | 3,000.00
|
MANHOLE | EACH | 1.000 | 3,000.00
|
AT STA. 17+39.1 8.15 RT | | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4016.03 | 2,885.00 | 1.000 | 2,885.00
|
MANHOLE | EACH | 1.000 | 2,885.00
|
AT STA. 17+50.2 8.15 RT | | 1.000 | 2,885.00
|
| | 0.000 | 0.00
|
| | |
|
0075 4016.04 | 2,885.00 | 1.000 | 2,885.00
|
MANHOLE | EACH | 1.000 | 2,885.00
|
AT STA. 17+89.2 8.13 RT | | 1.000 | 2,885.00
|
| | 0.000 | 0.00
|
| | |
|
0076 4016.05 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 18+10.2 8.03 RT | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0077 4016.06 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 18+50.2 8.09 RT | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0078 4016.07 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 19+00.2 7.88 RT | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0079 4016.08 | 2,320.00 | 1.000 | 2,320.00
|
MANHOLE | EACH | 1.000 | 2,320.00
|
AT STA. 19+30.2 7.89 RT | | 1.000 | 2,320.00
|
| | 0.000 | 0.00
|
| | |
|
0080 4016.09 | 2,000.00 | 1.000 | 2,000.00
|
MANHOLE | EACH | 1.000 | 2,000.00
|
AT STA. 19+61.9 7.90 RT | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0081 4016.10 | 1,850.00 | 1.000 | 1,850.00
|
MANHOLE | EACH | 1.000 | 1,850.00
|
AT STA. 21+55 8.0 LT | | 1.000 | 1,850.00
|
| | 0.000 | 0.00
|
| | |
|
0082 4016.11 | 1,850.00 | 1.000 | 1,850.00
|
MANHOLE | EACH | 1.000 | 1,850.00
|
AT STA. 21+55 10.0 RT | | 1.000 | 1,850.00
|
| | 0.000 | 0.00
|
| | |
|
0083 4018.50 | 305.00 | 1.000 | 305.00
|
TAPPING EXISTING PIPE | EACH | 1.000 | 305.00
|
| | 1.000 | 305.00
|
| | 0.000 | 0.00
|
| | |
|
0084 4040.00 | 96.00 | 30.000 | 2,880.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 30.000 | 2,880.00
|
| | 30.000 | 2,880.00
|
| | 0.000 | 0.00
|
| | |
|
0085 4044.00 | 1,000.00 | 1.000 | 1,000.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,000.00
|
AT STA. 27+15.5 | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0086 4044.01 | 1,300.00 | 1.000 | 1,300.00
|
PREPARATION OF STRUCTURE | EACH | 0.000 | 0.00
|
AT STA. 33+15.3 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0087 4045.04 | 4,500.00 | 1.000 | 4,500.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,500.00
|
AT STA. 75+72.9 | | 1.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
0088 4045.05 | 7,000.00 | 1.000 | 7,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 7,000.00
|
AT STA. 89+21.6 | | 1.000 | 7,000.00
|
| | 0.000 | 0.00
|
| | |
|
0089 4050.01 | 11.00 | 1,916.000 | 21,076.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 2,190.000 | 24,090.00
|
| | 2,221.418 | 24,435.60
|
| | 77.000 | 847.00
|
| | |
|
0090 4051.01 | 8.00 | 2,157.000 | 17,256.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 2,157.000 | 17,256.00
|
| | 2,177.000 | 17,416.00
|
| | 0.000 | 0.00
|
| | |
|
0091 4100.06 | 650.00 | 17.200 | 11,180.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 17.500 | 11,375.00
|
| | 18.800 | 12,220.00
|
| | 0.000 | 0.00
|
| | |
|
0092 4101.06 | 325.00 | 516.141 | 167,745.82
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 516.141 | 167,745.82
|
| | 551.499 | 179,237.19
|
| | 0.000 | 0.00
|
| | |
|
0093 4105.59 | 556.00 | 77.060 | 42,845.36
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 77.060 | 42,845.36
|
| | 64.341 | 35,773.59
|
| | 0.000 | 0.00
|
| | |
|
0094 4107.07 | 525.00 | 0.590 | 309.75
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 0.590 | 309.75
|
| | 2.971 | 1,559.78
|
| | 0.000 | 0.00
|
| | |
|
0095 4120.06 | 653.00 | 6.000 | 3,918.00
|
CLASS 47B-20 OR AX-20 FOR CONCRETE BOX CULVERT PLUG | m3 | 6.000 | 3,918.00
|
| | 6.000 | 3,918.00
|
| | 0.000 | 0.00
|
| | |
|
0096 4150.00 | 2.20 | 899.000 | 1,977.80
|
REINFORCING STEEL FOR HEADWALL | kg | 927.000 | 2,039.40
|
| | 942.000 | 2,072.40
|
| | 0.000 | 0.00
|
| | |
|
0097 4151.00 | 1.20 | 29,575.000 | 35,490.00
|
REINFORCING STEEL FOR BOX CULVERT | kg | 30,556.000 | 36,667.20
|
| | 31,641.038 | 37,969.25
|
| | 0.000 | 0.00
|
| | |
|
0098 4155.50 | 1.56 | 3,608.000 | 5,628.48
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 3,608.000 | 5,628.48
|
| | 1,567.170 | 2,444.79
|
| | 1,549.170 | 2,416.71
|
| | |
|
0099 4157.00 | 2.20 | 24.000 | 52.80
|
REINFORCING STEEL FOR COLLARS | kg | 24.000 | 52.80
|
| | 103.199 | 227.04
|
| | 0.000 | 0.00
|
| | |
|
0100 4310.18 | 365.00 | 1.000 | 365.00
|
450 mm FLARED-END SECTION | EACH | 1.000 | 365.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0101 4310.24 | 210.00 | 16.000 | 3,360.00
|
600 mm FLARED-END SECTION | EACH | 16.000 | 3,360.00
|
| | 19.000 | 3,990.00
|
| | 0.000 | 0.00
|
| | |
|
0102 4310.30 | 265.00 | 2.000 | 530.00
|
750 mm FLARED-END SECTION | EACH | 2.000 | 530.00
|
| | 4.000 | 1,060.00
|
| | 0.000 | 0.00
|
| | |
|
0103 4310.36 | 400.00 | 6.000 | 2,400.00
|
900 mm FLARED-END SECTION | EACH | 5.000 | 2,000.00
|
| | 3.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
0104 4310.48 | 825.00 | 5.000 | 4,125.00
|
1200 mm FLARED-END SECTION | EACH | 5.000 | 4,125.00
|
| | 5.000 | 4,125.00
|
| | 0.000 | 0.00
|
| | |
|
0105 4310.54 | 925.00 | 4.000 | 3,700.00
|
1350 mm FLARED-END SECTION | EACH | 4.000 | 3,700.00
|
| | 4.000 | 3,700.00
|
| | 0.000 | 0.00
|
| | |
|
0106 4325.24 | 550.00 | 4.000 | 2,200.00
|
600 mm SAFETY SLOPED END SECTION | EACH | 4.000 | 2,200.00
|
| | 4.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
0107 4670.05 | 70.00 | 120.000 | 8,400.00
|
CULVERT SANDFILL | m3 | 120.000 | 8,400.00
|
AT STA. 33+15.3 | | 120.000 | 8,400.00
|
| | 0.000 | 0.00
|
| | |
|
0108 4885.78 | 1,761.00 | 48.000 | 84,528.00
|
JACKING 1950 mm CULVERT PIPE, TYPE 2 CLASS V | m | 40.000 | 70,440.00
|
| | 43.892 | 77,293.81
|
| | 0.000 | 0.00
|
| | |
|
0109 6105.01 | 40.00 | 229.000 | 9,160.00
|
ROCK RIPRAP, TYPE A | Mg | 207.000 | 8,280.00
|
| | 161.053 | 6,442.12
|
| | 0.000 | 0.00
|
| | |
|
0110 6105.02 | 39.30 | 1,177.000 | 46,256.10
|
ROCK RIPRAP, TYPE B | Mg | 1,177.000 | 46,256.10
|
| | 2,361.684 | 92,814.17
|
| | 0.000 | 0.00
|
| | |
|
0111 6105.03 | 39.30 | 416.000 | 16,348.80
|
ROCK RIPRAP, TYPE C | Mg | 416.000 | 16,348.80
|
| | 430.751 | 16,928.52
|
| | 0.000 | 0.00
|
| | |
|
4004 P120.36 | 195.00 | 0.000 | 0.00
|
900 mm CULVERT PIPE, TYPE 2 | m | 19.500 | 3,802.50
|
| | 19.500 | 3,802.50
|
| | 0.000 | 0.00
|
| | |
|
4013 4039.20 | 17.41 | 0.000 | 0.00
|
REMOVE AND RELAY CULVERT PIPE | m | 31.000 | 539.71
|
Remove and Relay 600 mm Culvert Pipe | | 31.000 | 539.71
|
| | 31.000 | 539.71
|
| | |
|
4014 4035.90 | 105.00 | 0.000 | 0.00
|
REMOVE AND REINSTALL FLARED-END SECTION | EACH | 2.000 | 210.00
|
Remove and Reinstall 600mm F.E.S. | | 2.000 | 210.00
|
| | 2.000 | 210.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 878,363.07
|
| | Current | 881,002.08
|
| | In place | 950,694.41
|
| | This Estimate | 14,495.48
|
| | |
|
GROUP 4A CULVERTS | | |
|
0112 W100.01 | 210.00 | 2.000 | 420.00
|
CURB STOP AND BOX | EACH | 2.000 | 420.00
|
| | 3.000 | 630.00
|
| | 0.000 | 0.00
|
| | |
|
0113 W100.25 | 200.00 | 1.000 | 200.00
|
VALVE BOX | EACH | 1.000 | 200.00
|
| | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
0114 W176.26 | 34.00 | 108.000 | 3,672.00
|
25 mm WATER SERVICE | m | 108.000 | 3,672.00
|
| | 144.620 | 4,917.08
|
| | 0.000 | 0.00
|
| | |
|
0115 W176.71 | 210.00 | 2.000 | 420.00
|
WATER SERVICE CONNECTION | EACH | 2.000 | 420.00
|
| | 2.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0116 W180.60 | 450.00 | 1.000 | 450.00
|
METER PIT - COMPLETE | EACH | 1.000 | 450.00
|
| | 1.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0117 W205.04 | 128.00 | 10.100 | 1,292.80
|
100 mm WATER MAIN PIPE | m | 10.100 | 1,292.80
|
| | 7.467 | 955.78
|
| | 0.000 | 0.00
|
| | |
|
0118 W205.06 | 130.00 | 46.900 | 6,097.00
|
150 mm WATER MAIN PIPE | m | 46.900 | 6,097.00
|
| | 35.205 | 4,576.65
|
| | 0.000 | 0.00
|
| | |
|
0119 W205.08 | 135.00 | 44.600 | 6,021.00
|
200 mm WATER MAIN PIPE | m | 44.600 | 6,021.00
|
| | 44.449 | 6,000.62
|
| | 0.000 | 0.00
|
| | |
|
0120 W219.66 | 533.00 | 3.000 | 1,599.00
|
150 mm GATE VALVE AND BOX | EACH | 3.000 | 1,599.00
|
| | 6.000 | 3,198.00
|
| | 0.000 | 0.00
|
| | |
|
0121 W220.40 | 300.00 | 3.000 | 900.00
|
SALVAGE GATE VALVE | EACH | 3.000 | 900.00
|
| | 2.000 | 600.00
|
| | 0.000 | 0.00
|
| | |
|
0122 W222.00 | 1,400.00 | 1.000 | 1,400.00
|
FIRE HYDRANT | EACH | 1.000 | 1,400.00
|
| | 1.000 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
0123 W222.06 | 1,400.00 | 3.000 | 4,200.00
|
150 mm FIRE HYDRANT | EACH | 3.000 | 4,200.00
|
| | 2.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | |
|
0124 W222.91 | 350.00 | 4.000 | 1,400.00
|
SALVAGE FIRE HYDRANT | EACH | 4.000 | 1,400.00
|
| | 3.000 | 1,050.00
|
| | 0.000 | 0.00
|
| | |
|
0125 W300.14 | 105.00 | 19.000 | 1,995.00
|
350 mm CASING | m | 19.000 | 1,995.00
|
| | 18.244 | 1,915.62
|
| | 0.000 | 0.00
|
| | |
|
0126 W300.16 | 120.00 | 13.000 | 1,560.00
|
450 mm CASING | m | 13.000 | 1,560.00
|
| | 12.192 | 1,463.04
|
| | 0.000 | 0.00
|
| | |
|
0127 W356.07 | 135.00 | 1.000 | 135.00
|
100 mm X 100 mm X 100 mm TEE | EACH | 1.000 | 135.00
|
| | 1.000 | 135.00
|
| | 0.000 | 0.00
|
| | |
|
0128 W356.13 | 185.00 | 1.000 | 185.00
|
150 mm X 150 mm X 150 mm TEE | EACH | 1.000 | 185.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0129 W356.17 | 230.00 | 1.000 | 230.00
|
200 mm X 200 mm X 150 mm TEE | EACH | 1.000 | 230.00
|
| | 1.000 | 230.00
|
| | 0.000 | 0.00
|
| | |
|
0130 W357.16 | 120.00 | 4.000 | 480.00
|
150 mm - 45 DEGREE BEND | EACH | 4.000 | 480.00
|
| | 4.000 | 480.00
|
| | 0.000 | 0.00
|
| | |
|
0131 W357.40 | 175.00 | 4.000 | 700.00
|
200 mm - 45 DEGREE BEND | EACH | 4.000 | 700.00
|
| | 4.000 | 700.00
|
| | 0.000 | 0.00
|
| | |
|
0132 W358.16 | 100.00 | 1.000 | 100.00
|
150 mm X 100 mm REDUCER | EACH | 1.000 | 100.00
|
| | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | |
|
0133 W724.50 | 185.00 | 1.000 | 185.00
|
DISCONNECT WATER SERVICE AT MAIN | EACH | 1.000 | 185.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0134 W724.75 | 450.00 | 9.000 | 4,050.00
|
CONNECT TO WATER MAIN | EACH | 9.000 | 4,050.00
|
| | 6.000 | 2,700.00
|
| | 0.000 | 0.00
|
| | |
|
0135 W750.06 | 185.00 | 1.000 | 185.00
|
RELOCATE WATER VALVE AND BOX | EACH | 1.000 | 185.00
|
| | 1.000 | 185.00
|
| | 0.000 | 0.00
|
| | |
|
0136 W800.00 | 65.00 | 1.000 | 65.00
|
REMOVE CURB STOP AND BOX | EACH | 1.000 | 65.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0137 W800.12 | 85.00 | 2.000 | 170.00
|
REMOVE TEE | EACH | 2.000 | 170.00
|
| | 1.000 | 85.00
|
| | 0.000 | 0.00
|
| | |
|
0138 W800.23 | 30.00 | 2.000 | 60.00
|
REMOVE WATER LINE | m | 2.000 | 60.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0139 W800.60 | 150.00 | 1.000 | 150.00
|
REMOVE WATER METER PIT | EACH | 1.000 | 150.00
|
| | 1.000 | 150.00
|
| | 0.000 | 0.00
|
| | |
|
0140 W800.93 | 42.00 | 28.700 | 1,205.40
|
BORING 25 mm WATER SERVICE | m | 28.700 | 1,205.40
|
| | 32.100 | 1,348.20
|
| | 0.000 | 0.00
|
| | |
|
0141 0030.40 | 3,000.00 | 1.000 | 3,000.00
|
MOBILIZATION | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0142 4808.14 | 200.00 | 19.000 | 3,800.00
|
BORING 350 mm STEEL CASING | m | 19.000 | 3,800.00
|
| | 18.288 | 3,657.60
|
| | 0.000 | 0.00
|
| | |
|
0143 4808.17 | 261.00 | 13.000 | 3,393.00
|
BORING 450 mm STEEL CASING | m | 13.000 | 3,393.00
|
| | 12.192 | 3,182.11
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CULVERTS | | Contracted | 49,720.20
|
| | Current | 49,720.20
|
| | In place | 46,529.70
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0144 L001.01 | 1,080.00 | 16.600 | 17,928.00
|
SEEDING, TYPE A | ha | 16.600 | 17,928.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0145 L001.02 | 747.00 | 6.000 | 4,482.00
|
SEEDING, TYPE B | ha | 6.000 | 4,482.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0146 L010.00 | 5.00 | 5,477.000 | 27,385.00
|
SODDING | m2 | 5,477.000 | 27,385.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0147 L032.75 | 60.00 | 113.000 | 6,780.00
|
MULCH | Mg | 113.000 | 6,780.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0148 0030.50 | 4,900.00 | 1.000 | 4,900.00
|
MOBILIZATION | LS | 1.000 | 4,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 61,475.00
|
| | Current | 61,475.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 12+12.49 | | |
|
0149 0030.60 | 50,000.00 | 1.000 | 50,000.00
|
MOBILIZATION | LS | 1.000 | 50,000.00
|
| | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
0150 1010.01 | 25.00 | 135.000 | 3,375.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 135.000 | 3,375.00
|
| | 135.000 | 3,375.00
|
| | 0.000 | 0.00
|
| | |
|
0151 1043.50 | 4.00 | 390.000 | 1,560.00
|
RIPRAP FILTER FABRIC | m2 | 390.000 | 1,560.00
|
| | 2,353.353 | 9,413.42
|
| | 0.000 | 0.00
|
| | |
|
0152 3050.15 | 280.00 | 139.900 | 39,172.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 139.900 | 39,172.00
|
| | 139.900 | 39,172.00
|
| | 0.000 | 0.00
|
| | |
|
0153 3051.10 | 1.43 | 9,095.000 | 13,005.85
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 9,095.000 | 13,005.85
|
| | 9,095.000 | 13,005.86
|
| | 0.000 | 0.00
|
| | |
|
0154 6000.10 | 7,500.00 | 1.000 | 7,500.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,500.00
|
| | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0155 6000.11 | 7,500.00 | 1.000 | 7,500.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,500.00
|
| | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0156 6001.50 | 12,500.00 | 1.000 | 12,500.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 12,500.00
|
| | 1.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
0157 6001.51 | 12,500.00 | 1.000 | 12,500.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 12,500.00
|
| | 1.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
0158 6005.60 | 50.00 | 120.000 | 6,000.00
|
ELASTOMERIC BEARING | EACH | 120.000 | 6,000.00
|
| | 120.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0159 6010.22 | 425.00 | 195.500 | 83,087.50
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 195.500 | 83,087.50
|
| | 195.500 | 83,087.52
|
| | 0.000 | 0.00
|
| | |
|
0160 6010.26 | 525.00 | 103.200 | 54,180.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 103.200 | 54,180.00
|
| | 103.200 | 54,180.00
|
| | 0.000 | 0.00
|
| | |
|
0161 6011.11 | 130,000.00 | 1.000 | 130,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 130,000.00
|
AT STA. 12+12.49 | | 1.000 | 130,000.00
|
| | 0.000 | 0.00
|
| | |
|
0162 6030.00 | 50,000.00 | 1.000 | 50,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 50,000.00
|
AT STA. 12+12.49 | | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
0163 6080.00 | 7.75 | 445.000 | 3,448.75
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 445.000 | 3,448.75
|
| | 445.000 | 3,448.75
|
| | 0.000 | 0.00
|
| | |
|
0164 6104.00 | 27.50 | 350.000 | 9,625.00
|
BROKEN CONCRETE RIPRAP | Mg | 350.000 | 9,625.00
|
| | 350.000 | 9,625.00
|
| | 0.000 | 0.00
|
| | |
|
0165 6131.50 | 1.43 | 20,860.000 | 29,829.80
|
EPOXY COATED REINFORCING STEEL | kg | 21,364.390 | 30,551.08
|
| | 21,364.395 | 30,551.07
|
| | 0.000 | 0.00
|
| | |
|
0166 6139.50 | 62.00 | 31.000 | 1,922.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 31.000 | 1,922.00
|
| | 28.634 | 1,775.31
|
| | 0.000 | 0.00
|
| | |
|
0167 6210.12 | 82.00 | 335.300 | 27,494.60
|
HP 250 mm X 62 kg STEEL PILING | m | 333.903 | 27,380.05
|
| | 327.294 | 26,838.10
|
| | 0.000 | 0.00
|
| | |
|
0168 6310.00 | 130.00 | 274.500 | 35,685.00
|
STEEL SHEET PILING | m2 | 274.500 | 35,685.00
|
| | 274.500 | 35,685.00
|
| | 0.000 | 0.00
|
| | |
|
0169 6510.51 | 7,500.00 | 1.000 | 7,500.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 7,500.00
|
| | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0170 8091.00 | 26.00 | 105.000 | 2,730.00
|
GRANULAR BACKFILL | m3 | 105.000 | 2,730.00
|
| | 109.000 | 2,834.00
|
| | 0.000 | 0.00
|
| | |
|
4000 6210.60 | 49.20 | 0.000 | 0.00
|
PAY CUT-OFF FOR PIPE PILE | m | 1.397 | 68.73
|
In accordance with paragraph 2 of subsection 703.5 | | 14.862 | 731.22
|
| | 0.000 | 0.00
|
| | |
|
4006 7050.02 | 772.60 | 0.000 | 0.00
|
ADDITIONAL COMPENSATION | LS | 1.000 | 772.60
|
Additional compensation for overrun of bridge deck due to increase in shims 6.6 m^3 X 117.06 /M=772.6 | | 1.000 | 772.60
|
| | 0.000 | 0.00
|
| | |
|
4007 0095.00 | 300.00 | 0.000 | 0.00
|
ADDITIONAL FREIGHT | LS | 1.000 | 300.00
|
| | 1.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 12+12.49 | | Contracted | 588,615.50
|
| | Current | 590,363.56
|
| | In place | 598,294.85
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 54+52.95 | | |
|
0171 0030.60 | 40,000.00 | 1.000 | 40,000.00
|
MOBILIZATION | LS | 1.000 | 40,000.00
|
| | 1.000 | 40,000.00
|
| | 0.000 | 0.00
|
| | |
|
0172 1010.01 | 10.00 | 285.000 | 2,850.00
|
EXCAVATION (ESTABLISHED QUANTITY) | m3 | 285.000 | 2,850.00
|
| | 210.000 | 2,100.00
|
| | 75.000 | 750.00
|
| | |
|
0173 1043.50 | 3.60 | 115.000 | 414.00
|
RIPRAP FILTER FABRIC | m2 | 115.000 | 414.00
|
| | 250.530 | 901.91
|
| | 0.000 | 0.00
|
| | |
|
0174 3050.15 | 260.00 | 116.600 | 30,316.00
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-30 | m3 | 116.600 | 30,316.00
|
| | 116.600 | 30,316.00
|
| | 0.000 | 0.00
|
| | |
|
0175 3051.10 | 1.43 | 7,630.000 | 10,910.90
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | kg | 7,630.000 | 10,910.90
|
| | 7,630.000 | 10,910.90
|
| | 0.000 | 0.00
|
| | |
|
0176 6000.10 | 7,500.00 | 1.000 | 7,500.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 7,500.00
|
| | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0177 6000.11 | 7,500.00 | 1.000 | 7,500.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 7,500.00
|
| | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0178 6001.50 | 12,500.00 | 1.000 | 12,500.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 12,500.00
|
| | 1.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
0179 6001.51 | 12,500.00 | 1.000 | 12,500.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 12,500.00
|
| | 1.000 | 12,500.00
|
| | 0.000 | 0.00
|
| | |
|
0180 6005.60 | 50.00 | 96.000 | 4,800.00
|
ELASTOMERIC BEARING | EACH | 96.000 | 4,800.00
|
| | 96.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
0181 6010.22 | 420.00 | 164.600 | 69,132.00
|
CLASS 47B-20 CONCRETE FOR BRIDGE | m3 | 164.600 | 69,132.00
|
| | 164.600 | 69,132.00
|
| | 0.000 | 0.00
|
| | |
|
0182 6010.26 | 490.00 | 89.300 | 43,757.00
|
CLASS 47BD-30 CONCRETE FOR BRIDGE | m3 | 89.300 | 43,757.00
|
| | 89.300 | 43,757.00
|
| | 0.000 | 0.00
|
| | |
|
0183 6011.11 | 108,000.00 | 1.000 | 108,000.00
|
PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 108,000.00
|
AT STA. 54+52.95 | | 1.000 | 108,000.00
|
| | 0.000 | 0.00
|
| | |
|
0184 6030.00 | 35,000.00 | 1.000 | 35,000.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 35,000.00
|
AT STA. 54+52.95 | | 1.000 | 35,000.00
|
| | 0.000 | 0.00
|
| | |
|
0185 6080.00 | 7.75 | 460.000 | 3,565.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | kg | 460.000 | 3,565.00
|
| | 460.000 | 3,565.00
|
| | 0.000 | 0.00
|
| | |
|
0186 6104.00 | 27.55 | 230.000 | 6,336.50
|
BROKEN CONCRETE RIPRAP | Mg | 230.000 | 6,336.50
|
| | 230.000 | 6,336.50
|
| | 30.000 | 826.50
|
| | |
|
0187 6131.50 | 1.43 | 17,885.000 | 25,575.55
|
EPOXY COATED REINFORCING STEEL | kg | 17,885.000 | 25,575.55
|
| | 17,885.000 | 25,575.55
|
| | 0.000 | 0.00
|
| | |
|
0188 6139.50 | 60.00 | 25.000 | 1,500.00
|
SUBSURFACE DRAINAGE MATTING | m2 | 25.000 | 1,500.00
|
| | 36.201 | 2,172.06
|
| | 0.000 | 0.00
|
| | |
|
0189 6210.12 | 82.00 | 201.200 | 16,498.40
|
HP 250 mm X 62 kg STEEL PILING | m | 191.964 | 15,741.05
|
| | 192.004 | 15,744.33
|
| | 0.000 | 0.00
|
| | |
|
0190 6310.00 | 130.00 | 245.000 | 31,850.00
|
STEEL SHEET PILING | m2 | 245.000 | 31,850.00
|
| | 245.000 | 31,850.00
|
| | 0.000 | 0.00
|
| | |
|
0191 8091.00 | 26.00 | 95.000 | 2,470.00
|
GRANULAR BACKFILL | m3 | 95.000 | 2,470.00
|
| | 95.000 | 2,470.00
|
| | 0.000 | 0.00
|
| | |
|
4010 6210.32 | 49.20 | 0.000 | 0.00
|
PAY CUT-OFF FOR 250 mm X 62 kg STEEL PILING | m | 9.236 | 454.41
|
In Accordance with Paragraph 2 of Subsection 703.5 | | 3.087 | 151.88
|
| | 0.000 | 0.00
|
| | |
|
4011 0096.00 | 1,350.00 | 0.000 | 0.00
|
DEDUCTION | LS | 0.000 | 0.00
|
Deduction for low Compressive strength- See Assistant Construction Eng. Letter Dated May 13,2003 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4012 0096.00 | -1,350.00 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -1,350.00
|
Deuction for low compressive strength - See Assistant Construction Eng. Letter Dated May 13,2003 | | 1.000 | -1,350.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 54+52.95 | | Contracted | 472,975.35
|
| | Current | 471,322.41
|
| | In place | 471,433.13
|
| | This Estimate | 1,576.50
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0192 0030.70 | 462.00 | 1.000 | 462.00
|
MOBILIZATION | LS | 1.000 | 462.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0193 7011.20 | 40.00 | 82.200 | 3,288.00
|
W-BEAM GUARDRAIL | m | 82.200 | 3,288.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0194 7020.00 | 1,000.00 | 8.000 | 8,000.00
|
BRIDGE APPROACH SECTIONS | EACH | 8.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0195 7024.27 | 1,500.00 | 8.000 | 12,000.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 8.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 23,750.00
|
| | Current | 23,750.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0196 A001.12 | 450.00 | 1.000 | 450.00
|
PULL BOX, TYPE PB-5 | EACH | 1.000 | 450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0197 A004.40 | 700.00 | 2.000 | 1,400.00
|
TRAFFIC SIGNAL, TYPE TS-2 | EACH | 2.000 | 1,400.00
|
| | 2.000 | 1,400.00
|
| | 2.000 | 1,400.00
|
| | |
|
0198 A070.10 | 8.00 | 111.000 | 888.00
|
38 mm CONDUIT IN TRENCH | m | 111.000 | 888.00
|
| | 103.300 | 826.40
|
| | 103.300 | 826.40
|
| | |
|
0199 A074.12 | 42.00 | 45.000 | 1,890.00
|
38 mm CONDUIT, JACKED | m | 45.000 | 1,890.00
|
| | 34.300 | 1,440.60
|
| | 34.300 | 1,440.60
|
| | |
|
0200 A077.12 | 1.25 | 22.000 | 27.50
|
2/C #14 AWG TRAFFIC SIGNAL CABLE | m | 22.000 | 27.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0201 A080.22 | 1.30 | 171.000 | 222.30
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 171.000 | 222.30
|
| | 42.850 | 55.71
|
| | 42.850 | 55.71
|
| | |
|
0202 A080.24 | 2.00 | 342.000 | 684.00
|
STREET LIGHTING CABLE, NO. 6 USE | m | 342.000 | 684.00
|
| | 85.700 | 171.40
|
| | 85.700 | 171.40
|
| | |
|
0203 A501.75 | 600.00 | 1.000 | 600.00
|
INSTALL FLASHER CONTROLLER | EACH | 1.000 | 600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0204 A610.00 | 750.00 | 1.000 | 750.00
|
REMOVE TRAFFIC SIGNAL | EACH | 1.000 | 750.00
|
AT STA. 14+96 | | 1.000 | 750.00
|
| | 1.000 | 750.00
|
| | |
|
0205 A700.20 | 1,200.00 | 2.000 | 2,400.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 2.000 | 2,400.00
|
TYPE "A" | | 1.000 | 1,200.00
|
| | 0.700 | 840.00
|
| | |
|
0206 A700.21 | 1,500.00 | 3.000 | 4,500.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 3.000 | 4,500.00
|
TYPE "B" | | 3.000 | 4,500.00
|
| | 3.000 | 4,500.00
|
| | |
|
0207 0030.81 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 0.495 | 1,732.50
|
| | 0.495 | 1,732.50
|
| | |
|
4002 A612.10 | 585.90 | 0.000 | 0.00
|
REMOVE AND REINSTALL STREET LIGHTING UNIT | EACH | 10.000 | 5,859.00
|
Remove and replace Breakaway Coupling Type Bases with Transformer Breakaway Bases. | | 6.000 | 3,515.40
|
| | 6.000 | 3,515.40
|
| | |
|
4003 A017.61 | 232.75 | 0.000 | 0.00
|
TRANSFORMER BASE | EACH | 4.000 | 931.00
|
Install Transformer Breakaway Bases on Relocated Poles | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 17,311.80
|
| | Current | 24,101.80
|
| | In place | 15,592.01
|
| | This Estimate | 15,232.01
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0208 P402.15 | 92.00 | 336.000 | 30,912.00
|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | m | 336.000 | 30,912.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0209 P500.15 | 115.00 | 24.000 | 2,760.00
|
375 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | m | 24.000 | 2,760.00
|
| | 23.160 | 2,663.40
|
| | 23.160 | 2,663.40
|
| | |
|
0210 0002.55 | 23.00 | 342.000 | 7,866.00
|
OVERLAY BROKEN LINES | StaM | 342.000 | 7,866.00
|
| | 0.672 | 15.46
|
| | 0.000 | 0.00
|
| | |
|
0211 0002.60 | 26.00 | 229.240 | 5,960.24
|
OVERLAY SOLID LINES | StaM | 229.240 | 5,960.24
|
| | 9.965 | 259.10
|
| | 0.000 | 0.00
|
| | |
|
0212 0002.76 | 0.20 | 29,000.000 | 5,800.00
|
PERMANENT PAVEMENT MARKING PAINT | m | 29,000.000 | 5,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0213 0030.90 | 42,000.00 | 1.000 | 42,000.00
|
MOBILIZATION | LS | 1.000 | 42,000.00
|
| | 1.000 | 42,000.00
|
| | 0.500 | 21,000.00
|
| | |
|
0214 2001.00 | 12.50 | 131.000 | 1,637.50
|
GRAVEL SURFACE COURSE | m3 | 131.000 | 1,637.50
|
| | 32.030 | 400.38
|
| | 0.000 | 0.00
|
| | |
|
0215 2009.10 | 500.00 | 2.100 | 1,050.00
|
GRAVEL EMBEDMENT | StaM | 2.100 | 1,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0216 2010.00 | 39.50 | 1.000 | 39.50
|
CRUSHED ROCK SURFACE COURSE | m3 | 1.000 | 39.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0217 2020.00 | 7.50 | 15.000 | 112.50
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 15.000 | 112.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0218 2021.00 | 50.00 | 4.000 | 200.00
|
MAILBOX POST | EACH | 4.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0219 3014.12 | 80.00 | 328.500 | 26,280.00
|
COMBINATION CONCRETE CLASS 47B-25 CURB AND GUTTER | m | 328.500 | 26,280.00
|
| | 206.740 | 16,539.20
|
| | 62.490 | 4,999.20
|
| | |
|
0220 3016.21 | 30.00 | 240.000 | 7,200.00
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 240.000 | 7,200.00
|
| | 21.238 | 637.14
|
| | 21.238 | 637.14
|
| | |
|
0221 3020.26 | 41.00 | 304.000 | 12,464.00
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 304.000 | 12,464.00
|
| | 140.926 | 5,777.97
|
| | 65.130 | 2,670.33
|
| | |
|
0222 3075.31 | 53.00 | 752.000 | 39,856.00
|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 752.000 | 39,856.00
|
| | 506.264 | 26,832.00
|
| | 186.510 | 9,885.03
|
| | |
|
0223 4024.55 | 150.00 | 46.600 | 6,990.00
|
FLUME SPILLWAY | m | 46.600 | 6,990.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0224 4024.70 | 1,700.00 | 15.000 | 25,500.00
|
CONCRETE FLUME, TYPE I | EACH | 15.000 | 25,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0225 4024.73 | 1,500.00 | 24.000 | 36,000.00
|
CONCRETE FLUME, TYPE IV | EACH | 24.000 | 36,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0226 4024.75 | 1,700.00 | 2.000 | 3,400.00
|
CONCRETE FLUME, TYPE VI | EACH | 2.000 | 3,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0227 7503.04 | 6.25 | 1,150.000 | 7,187.50
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 1,150.000 | 7,187.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0228 7512.04 | 36.00 | 39.000 | 1,404.00
|
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 39.000 | 1,404.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0229 7530.48 | 1,075.00 | 3.000 | 3,225.00
|
RAILROAD CROSSING SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 3.000 | 3,225.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0230 8029.84 | 1.65 | 59,988.000 | 98,980.20
|
BITUMINOUS FOUNDATION COURSE 100 mm | m2 | 59,988.000 | 98,980.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0231 8101.00 | 2,100.00 | 9.455 | 19,855.50
|
SUBGRADE STABILIZATION | StaM | 9.455 | 19,855.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0232 9000.75 | 14.24 | 500.000 | 7,120.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 500.000 | 7,120.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0233 9005.00 | 38.09 | 75.000 | 2,856.75
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 75.000 | 2,856.75
|
SP4(12.5) | | 43.645 | 1,662.44
|
| | 0.000 | 0.00
|
| | |
|
0234 9005.23 | 14.24 | 4,500.000 | 64,080.00
|
ASPHALTIC CONCRETE, TYPE SPS | Mg | 4,500.000 | 64,080.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0235 9005.45 | 23.09 | 23,690.000 | 547,002.10
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 23,690.000 | 547,002.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0236 9009.00 | 2.90 | 4,729.000 | 13,714.10
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 4,729.000 | 13,714.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0237 9020.92 | 213.00 | 27.000 | 5,751.00
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | Mg | 27.000 | 5,751.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0238 9021.03 | 213.00 | 243.000 | 51,759.00
|
PERFORMANCE GRADED BINDER (58-28) | Mg | 243.000 | 51,759.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0239 9021.08 | 269.00 | 1,283.310 | 345,210.39
|
PERFORMANCE GRADED BINDER (64-28) | Mg | 1,283.310 | 345,210.39
|
| | 2.095 | 563.56
|
| | 0.000 | 0.00
|
| | |
|
0240 9030.00 | 5.00 | 4,376.700 | 21,883.50
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 4,376.700 | 21,883.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0241 9053.00 | 0.25 | 59,420.000 | 14,855.00
|
TACK COAT | L | 59,420.000 | 14,855.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0242 9111.00 | 2.00 | 1,832.000 | 3,664.00
|
WATER | kL | 1,832.000 | 3,664.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0243 9170.00 | 150.00 | 161.079 | 24,161.85
|
EARTH SHOULDER CONSTRUCTION | StaM | 161.079 | 24,161.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0244 9173.20 | 0.95 | 75,410.000 | 71,639.50
|
SUBGRADE PREPARATION | m2 | 75,410.000 | 71,639.50
|
| | 635.450 | 603.68
|
| | 187.520 | 178.14
|
| | |
|
0245 9179.23 | 1,250.00 | 9.316 | 11,645.00
|
COLD MILLING, CLASS 3 | StaM | 9.316 | 11,645.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0246 9179.24 | 1,490.00 | 75.695 | 112,785.55
|
COLD MILLING, CLASS 4 | StaM | 75.695 | 112,785.55
|
| | 77.223 | 115,062.27
|
| | 0.000 | 0.00
|
| | |
|
0247 9179.43 | 495.00 | 33.457 | 16,561.22
|
COLD MILLING, CLASS 3 | StaM | 33.457 | 16,561.22
|
TYPE A | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0248 9188.50 | 25.00 | 395.000 | 9,875.00
|
SURFACING UNDER GUARDRAIL | m2 | 395.000 | 9,875.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0249 9190.50 | 30.00 | 596.000 | 17,880.00
|
FLY ASH | Mg | 596.000 | 17,880.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0250 9300.50 | 5,000.00 | 1.000 | 5,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 7500.30 | 1,137.15 | 0.000 | 0.00
|
STOP LINE | EACH | 2.000 | 2,274.30
|
"STOP AHEAD", Preformed Pvmt Marking Type 4 W/Stop Line | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,734,123.90
|
| | Current | 1,736,398.20
|
| | In place | 213,016.60
|
| | This Estimate | 42,033.24
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0251 0001.08 | 1.00 | 2,060.000 | 2,060.00
|
BARRICADE, TYPE II | BDAY | 2,060.000 | 2,060.00
|
| | 9,448.000 | 9,448.00
|
| | 1,323.000 | 1,323.00
|
| | |
|
0252 0001.10 | 2.50 | 3,438.000 | 8,595.00
|
BARRICADE, TYPE III | BDAY | 3,438.000 | 8,595.00
|
| | 14,654.000 | 36,635.00
|
| | 1,403.000 | 3,507.50
|
| | |
|
0253 0001.30 | 2.00 | 2,014.000 | 4,028.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,014.000 | 4,028.00
|
| | 125.000 | 250.00
|
| | 0.000 | 0.00
|
| | |
|
0254 0001.75 | 6.00 | 1,720.000 | 10,320.00
|
TEMPORARY SIGN DAY | EACH | 1,720.000 | 10,320.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0255 0001.90 | 0.50 | 24,610.000 | 12,305.00
|
SIGN DAY | EACH | 24,610.000 | 12,305.00
|
| | 37,176.000 | 18,588.00
|
| | 2,688.000 | 1,344.00
|
| | |
|
0256 0002.30 | 1.75 | 350.000 | 612.50
|
PAVEMENT MARKING REMOVAL | m | 350.000 | 612.50
|
| | 434.170 | 759.80
|
| | 0.000 | 0.00
|
| | |
|
0257 0002.31 | 1.00 | 650.000 | 650.00
|
TEMPORARY PAVEMENT MARKING | m | 650.000 | 650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0258 0003.10 | 180.00 | 140.000 | 25,200.00
|
FLAGGING | DAY | 140.000 | 25,200.00
|
| | 26.500 | 4,770.00
|
| | 0.000 | 0.00
|
| | |
|
0259 0003.20 | 280.00 | 10.000 | 2,800.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 10.000 | 2,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0260 0003.51 | 30.00 | 150.000 | 4,500.00
|
INSTALL CONCRETE PROTECTION BARRIER | m | 150.000 | 4,500.00
|
| | 163.900 | 4,917.00
|
| | 0.000 | 0.00
|
| | |
|
0261 0003.56 | 15.00 | 150.000 | 2,250.00
|
RELOCATE CONCRETE PROTECTION BARRIER | m | 150.000 | 2,250.00
|
| | 163.900 | 2,458.50
|
| | 0.000 | 0.00
|
| | |
|
0262 0003.70 | 400.00 | 4.000 | 1,600.00
|
TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,600.00
|
| | 4.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | |
|
0263 0003.75 | 8,000.00 | 1.000 | 8,000.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 8,000.00
|
| | 1.000 | 8,000.00
|
| | 0.000 | 0.00
|
| | |
|
0264 0005.10 | 150.00 | 200.000 | 30,000.00
|
TRAFFIC CONTROL MANAGEMENT | DAY | 200.000 | 30,000.00
|
| | 308.000 | 46,200.00
|
| | 21.000 | 3,150.00
|
| | |
|
0265 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0266 0030.00 | 5,000.00 | 1.000 | 5,000.00
|
MOBILIZATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0267 9110.01 | 65.00 | 55.000 | 3,575.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 55.000 | 3,575.00
|
| | 26.500 | 1,722.50
|
| | 0.000 | 0.00
|
| | |
|
0268 9110.02 | 70.00 | 20.000 | 1,400.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,400.00
|
| | 27.250 | 1,907.50
|
| | 1.000 | 70.00
|
| | |
|
0269 9110.03 | 55.00 | 55.000 | 3,025.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 55.000 | 3,025.00
|
| | 11.000 | 605.00
|
| | 0.000 | 0.00
|
| | |
|
0270 9110.07 | 50.00 | 55.000 | 2,750.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 55.000 | 2,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4005 0001.99 | 2.25 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 1,620.000 | 3,645.00
|
| | 4,506.000 | 10,138.50
|
| | 698.000 | 1,570.50
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 130,170.50
|
| | Current | 133,815.50
|
| | In place | 152,999.80
|
| | This Estimate | 10,965.00
|
| | |
|
Totals for contract | | Contracted | 4,813,919.34
|
---|
| | Current | 4,853,697.77
|
---|
| | In place | 3,154,677.78
|
---|
| | This Estimate | 124,999.36
|
---|