| | | 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 | 75.00 | 37.200 | 2,790.00
|
COVER CROP SEEDING | ha | 37.200 | 2,790.00
|
| | 27.398 | 2,054.85
|
| | 0.000 | 0.00
|
| | |
|
0002 L006.50 | 988.00 | 0.900 | 889.20
|
TEMPORARY SEEDING | ha | 0.900 | 889.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.00 | 1.50 | 3,966.000 | 5,949.00
|
EROSION CONTROL | m2 | 3,966.000 | 5,949.00
|
| | 1,180.000 | 1,770.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.01 | 5.36 | 10,444.000 | 55,979.84
|
EROSION CONTROL, TYPE A | m2 | 10,444.000 | 55,979.84
|
| | 20,325.530 | 108,944.84
|
| | 0.000 | 0.00
|
| | |
|
0005 L020.08 | 5.36 | 2,320.000 | 12,435.20
|
EROSION CONTROL, TYPE AA | m2 | 2,320.000 | 12,435.20
|
| | 2,271.500 | 12,175.24
|
| | 0.000 | 0.00
|
| | |
|
0006 L020.09 | 12.00 | 324.000 | 3,888.00
|
EROSION CONTROL, TYPE AAA | m2 | 324.000 | 3,888.00
|
| | 287.870 | 3,454.44
|
| | 0.000 | 0.00
|
| | |
|
0007 L020.10 | 1.60 | 24,090.000 | 38,544.00
|
EROSION CONTROL, TYPE HV | m2 | 24,090.000 | 38,544.00
|
| | 21,317.400 | 34,107.84
|
| | 0.000 | 0.00
|
| | |
|
0008 L021.00 | 9.00 | 423.000 | 3,807.00
|
EROSION CHECKS | BALE | 423.000 | 3,807.00
|
| | 186.000 | 1,674.00
|
| | 0.000 | 0.00
|
| | |
|
0009 L021.01 | 13.00 | 728.000 | 9,464.00
|
EROSION CHECKS, TYPE A | BALE | 728.000 | 9,464.00
|
| | 986.000 | 12,818.00
|
| | 0.000 | 0.00
|
| | |
|
0010 L021.06 | 11.00 | 1,054.000 | 11,594.00
|
EROSION CHECKS, TYPE HV | BALE | 1,054.000 | 11,594.00
|
| | 912.000 | 10,032.00
|
| | 0.000 | 0.00
|
| | |
|
0011 L021.10 | 13.00 | 175.000 | 2,275.00
|
EROSION CHECKS, TYPE ST | BALE | 175.000 | 2,275.00
|
| | 114.000 | 1,482.00
|
| | 0.000 | 0.00
|
| | |
|
0012 L021.15 | 14.00 | 49.000 | 686.00
|
EROSION CHECKS, TYPE ST-HV | BALE | 49.000 | 686.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 L021.21 | 13.00 | 133.000 | 1,729.00
|
EROSION CHECKS, TYPE AA | BALE | 133.000 | 1,729.00
|
| | 90.000 | 1,170.00
|
| | 0.000 | 0.00
|
| | |
|
0014 L022.11 | 6.56 | 1,537.000 | 10,082.72
|
FABRIC SILT FENCE-LOW POROSITY | m | 1,537.000 | 10,082.72
|
| | 320.970 | 2,105.56
|
| | 0.000 | 0.00
|
| | |
|
0015 L022.12 | 7.25 | 3,405.000 | 24,686.25
|
FABRIC SILT FENCE-HIGH POROSITY | m | 3,405.000 | 24,686.25
|
| | 4,883.080 | 35,402.33
|
| | 0.000 | 0.00
|
| | |
|
0016 L022.75 | 15.00 | 212.000 | 3,180.00
|
TEMPORARY SILT CHECK | m | 212.000 | 3,180.00
|
| | 174.000 | 2,610.00
|
| | 0.000 | 0.00
|
| | |
|
0017 P120.18 | 82.00 | 4.500 | 369.00
|
450 mm CULVERT PIPE, TYPE 2 | m | 4.500 | 369.00
|
| | 4.500 | 369.00
|
| | 0.000 | 0.00
|
| | |
|
0018 P129.18 | 67.00 | 15.000 | 1,005.00
|
450 mm CULVERT PIPE, TYPE 2 CLASS V | m | 15.000 | 1,005.00
|
| | 15.000 | 1,005.00
|
| | 0.000 | 0.00
|
| | |
|
0019 P311.18 | 82.00 | 635.000 | 52,070.00
|
450 mm CULVERT PIPE, TYPE 2,7 OR 8 | m | 635.000 | 52,070.00
|
| | 652.157 | 53,476.87
|
| | 0.000 | 0.00
|
| | |
|
0020 0030.10 | 30,000.00 | 1.000 | 30,000.00
|
MOBILIZATION | LS | 1.000 | 30,000.00
|
| | 1.000 | 30,000.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1009.00 | 25,000.00 | 1.000 | 25,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 25,000.00
|
| | 1.000 | 25,000.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1010.00 | 1.26 | 480,283.000 | 605,156.58
|
EXCAVATION | m3 | 480,283.000 | 605,156.58
|
| | 490,323.600 | 617,807.74
|
| | 0.000 | 0.00
|
| | |
|
0023 1011.00 | 0.50 | 4,531.000 | 2,265.50
|
WATER | kL | 4,531.000 | 2,265.50
|
| | 105.991 | 53.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1012.00 | 50.00 | 205.000 | 10,250.00
|
RIGHT-OF-WAY MARKERS | EACH | 205.000 | 10,250.00
|
| | 152.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
0025 1030.00 | 1.65 | 8,511.000 | 14,043.15
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 8,511.000 | 14,043.15
|
| | 8,511.000 | 14,043.15
|
| | 0.000 | 0.00
|
| | |
|
0026 1043.50 | 1.20 | 5,529.000 | 6,634.80
|
RIPRAP FILTER FABRIC | m2 | 5,529.000 | 6,634.80
|
| | 5,975.750 | 7,170.90
|
| | 0.000 | 0.00
|
| | |
|
0027 1090.00 | 1,000.00 | 1.000 | 1,000.00
|
ABANDON WELLS | EACH | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0028 1102.00 | 1.50 | 11,332.000 | 16,998.00
|
REMOVE ASPHALT SURFACE | m2 | 11,332.000 | 16,998.00
|
| | 11,326.446 | 16,989.68
|
| | 0.000 | 0.00
|
| | |
|
0029 1124.00 | 50.00 | 1.000 | 50.00
|
REMOVE BUILDING | EACH | 1.000 | 50.00
|
AT STA. 704+28.6 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 1124.01 | 50.00 | 1.000 | 50.00
|
REMOVE BUILDING | EACH | 1.000 | 50.00
|
AT STA. 704+50.8 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 1124.02 | 50.00 | 1.000 | 50.00
|
REMOVE BUILDING | EACH | 1.000 | 50.00
|
AT STA. 704+80 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 1124.03 | 50.00 | 1.000 | 50.00
|
REMOVE BUILDING | EACH | 1.000 | 50.00
|
AT STA. 716+00 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 1124.04 | 50.00 | 1.000 | 50.00
|
REMOVE BUILDING | EACH | 1.000 | 50.00
|
AT STA. 719+89 LT. | | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
0034 1125.00 | 50.00 | 1.000 | 50.00
|
CLEAR TRACT | EACH | 1.000 | 50.00
|
AT STA. 698+50 TO STA. 698+80 RT. | | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
0035 1125.01 | 50.00 | 1.000 | 50.00
|
CLEAR TRACT | EACH | 1.000 | 50.00
|
AT STA. 704+23 TO STA. 704+89 RT. | | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
0036 1125.02 | 50.00 | 1.000 | 50.00
|
CLEAR TRACT | EACH | 1.000 | 50.00
|
AT STA. 715+90 TO STA. 716+70 RT. | | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
0037 1125.03 | 50.00 | 1.000 | 50.00
|
CLEAR TRACT | EACH | 1.000 | 50.00
|
AT STA. 719+70 TO STA. 720+20 LT. | | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | |
|
0038 1128.50 | 4.00 | 123.000 | 492.00
|
REMOVE SLAB | m2 | 123.000 | 492.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 1701.24 | 55.00 | 126.000 | 6,930.00
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 126.000 | 6,930.00
|
| | 165.284 | 9,090.62
|
| | 0.000 | 0.00
|
| | |
|
0040 1701.30 | 75.00 | 50.000 | 3,750.00
|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 50.000 | 3,750.00
|
| | 50.000 | 3,750.00
|
| | 0.000 | 0.00
|
| | |
|
0041 1701.36 | 84.00 | 60.500 | 5,082.00
|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 60.500 | 5,082.00
|
| | 51.500 | 4,326.00
|
| | 0.000 | 0.00
|
| | |
|
0042 3275.20 | 5.06 | 48,029.000 | 243,026.74
|
CRUSH CONCRETE PAVEMENT | m2 | 48,029.000 | 243,026.74
|
| | 51,108.972 | 258,611.40
|
| | 0.000 | 0.00
|
| | |
|
0043 4105.59 | 710.00 | 16.300 | 11,573.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 16.300 | 11,573.00
|
| | 16.000 | 11,360.00
|
| | 0.000 | 0.00
|
| | |
|
0044 4155.50 | 1.60 | 744.000 | 1,190.40
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 744.000 | 1,190.40
|
| | 729.000 | 1,166.40
|
| | 0.000 | 0.00
|
| | |
|
0045 4310.18 | 317.00 | 19.000 | 6,023.00
|
450 mm FLARED-END SECTION | EACH | 19.000 | 6,023.00
|
| | 19.000 | 6,023.00
|
| | 0.000 | 0.00
|
| | |
|
0046 4850.18 | 439.30 | 15.000 | 6,589.50
|
JACKING 450 mm CULVERT PIPE, TYPE | m | 15.000 | 6,589.50
|
2 CLASS V | | 15.000 | 6,589.50
|
| | 0.000 | 0.00
|
| | |
|
0047 6105.01 | 21.18 | 3,364.000 | 71,249.52
|
ROCK RIPRAP, TYPE A | Mg | 3,364.000 | 71,249.52
|
| | 3,250.961 | 68,855.36
|
| | 0.000 | 0.00
|
| | |
|
0048 7017.00 | 4.00 | 191.920 | 767.68
|
REMOVE GUARDRAIL | m | 191.920 | 767.68
|
| | 252.000 | 1,008.00
|
| | 0.000 | 0.00
|
| | |
|
0049 9110.01 | 75.00 | 100.000 | 7,500.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 100.000 | 7,500.00
|
| | 24.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0050 9110.03 | 45.00 | 100.000 | 4,500.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 100.000 | 4,500.00
|
| | 38.000 | 1,710.00
|
| | 0.000 | 0.00
|
| | |
|
0051 9110.07 | 60.00 | 100.000 | 6,000.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 100.000 | 6,000.00
|
| | 36.000 | 2,160.00
|
| | 0.000 | 0.00
|
| | |
|
4001 9110.06 | 98.76 | 0.000 | 0.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 2.000 | 197.52
|
Rental of Backhoe, F.O. | | 2.000 | 197.52
|
| | 0.000 | 0.00
|
| | |
|
4002 6100.10 | 34.47 | 0.000 | 0.00
|
150 mm DRAIN PIPE | m | 153.700 | 5,298.04
|
PVC drain pipe | | 153.700 | 5,298.04
|
| | 0.000 | 0.00
|
| | |
|
4003 4764.16 | 43.08 | 0.000 | 0.00
|
150 mm PERFORATED DRAIN PIPE | m | 59.290 | 2,554.21
|
PVC perforated drain pipe | | 59.290 | 2,554.21
|
| | 0.000 | 0.00
|
| | |
|
4004 W357.16 | 29.40 | 0.000 | 0.00
|
150 mm - 45 DEGREE BEND | EACH | 5.000 | 147.00
|
150mm - 45 degree bend | | 5.000 | 147.00
|
| | 0.000 | 0.00
|
| | |
|
4005 W359.06 | 21.00 | 0.000 | 0.00
|
150 mm CAP | EACH | 5.000 | 105.00
|
150mm CAP | | 5.000 | 105.00
|
| | 0.000 | 0.00
|
| | |
|
4006 8091.10 | 18.61 | 0.000 | 0.00
|
GRANULAR BACKFILL | Mg | 121.570 | 2,262.42
|
47B Granular Backfill | | 121.570 | 2,262.42
|
| | 0.000 | 0.00
|
| | |
|
4007 6970.00 | 201.60 | 0.000 | 0.00
|
FREIGHT | LS | 1.000 | 201.60
|
Freight | | 1.000 | 201.60
|
| | 0.000 | 0.00
|
| | |
|
4012 1990.06 | 2,978.22 | 0.000 | 0.00
|
EQUIPMENT RENTAL | LS | 1.000 | 2,978.22
|
Equipment, Labor & Materials required to dig out / clean out drainage ditch @ Sta. 662-664 Rt. | | 1.000 | 2,978.22
|
| | 0.000 | 0.00
|
| | |
|
4016 1111.00 | 3.19 | 0.000 | 0.00
|
REMOVE FENCE | m | 559.560 | 1,785.00
|
Remove Fence, Sta. 678+57 to 684+16 Airport | | 559.560 | 1,785.00
|
| | 0.000 | 0.00
|
| | |
|
4026 1905.00 | 1,115.82 | 0.000 | 0.00
|
MATERIAL DELIVERED NOT INCORPORATED | LS | 1.000 | 1,115.82
|
900mm & 600mm drive pipe | | 1.000 | 1,115.82
|
| | 0.000 | 0.00
|
| | |
|
4029 4039.90 | 57.75 | 0.000 | 0.00
|
LAY AND REMOVE CULVERT PIPE | m | 9.750 | 563.06
|
| | 9.750 | 563.06
|
| | 0.000 | 0.00
|
| | |
|
4030 1990.06 | 4,429.76 | 0.000 | 0.00
|
EQUIPMENT RENTAL | LS | 1.000 | 4,429.76
|
equipment and labor 05/15/02 thru 06/28/02 | | 1.000 | 4,429.76
|
| | 0.000 | 0.00
|
| | |
|
4040 1900.05 | 241,678.46 | 0.000 | 0.00
|
FORCE ACCOUNT AGREEMENT | LS | 1.000 | 241,678.46
|
| | 1.000 | 241,678.46
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 1,327,895.08
|
| | Current | 1,591,211.19
|
| | In place | 1,644,332.83
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0052 0030.30 | 400,000.00 | 1.000 | 400,000.00
|
MOBILIZATION | LS | 1.000 | 400,000.00
|
| | 1.000 | 400,000.00
|
| | 0.000 | 0.00
|
| | |
|
0053 1020.01 | 8.00 | 172.000 | 1,376.00
|
DELINEATOR, TYPE I | EACH | 172.000 | 1,376.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 1020.02 | 12.00 | 48.000 | 576.00
|
DELINEATOR, TYPE II | EACH | 48.000 | 576.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 2009.51 | 681.51 | 5.837 | 3,977.97
|
CRUSHED ROCK EMBEDMENT | StaM | 5.837 | 3,977.97
|
| | 1.500 | 1,022.27
|
| | 0.000 | 0.00
|
| | |
|
0056 2010.03 | 14.17 | 754.000 | 10,684.18
|
CRUSHED ROCK SURFACE COURSE | Mg | 754.000 | 10,684.18
|
| | 426.242 | 6,039.84
|
| | 0.000 | 0.00
|
| | |
|
0057 2020.50 | 15.51 | 33,506.000 | 519,678.06
|
SURFACING | m2 | 33,506.000 | 519,678.06
|
150 mm | | 30,162.886 | 467,826.37
|
| | 0.000 | 0.00
|
| | |
|
0058 2021.00 | 30.00 | 11.000 | 330.00
|
MAILBOX POST | EACH | 11.000 | 330.00
|
| | 12.000 | 360.00
|
| | 0.000 | 0.00
|
| | |
|
0059 3016.21 | 28.46 | 5.000 | 142.30
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 5.000 | 142.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 3017.40 | 43.16 | 23.000 | 992.68
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 23.000 | 992.68
|
| | 32.986 | 1,423.68
|
| | 0.000 | 0.00
|
| | |
|
0061 3075.51 | 31.50 | 3,696.000 | 116,424.00
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 3,696.000 | 116,424.00
|
| | 4,108.200 | 129,408.31
|
| | 0.000 | 0.00
|
| | |
|
0062 3075.55 | 26.42 | 118,302.000 | 3,125,538.84
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 118,302.000 | 3,125,538.84
|
| | 128,054.917 | 3,383,210.92
|
| | 0.000 | 0.00
|
| | |
|
0063 3300.50 | 6,661.09 | 1.000 | 6,661.09
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 6,661.09
|
| | 1.000 | 6,661.09
|
| | 0.000 | 0.00
|
| | |
|
0064 7550.03 | 1.55 | 13,750.000 | 21,312.50
|
100 mm YELLOW EPOXY PAVEMENT MARKING | m | 13,750.000 | 21,312.50
|
| | 12,643.500 | 19,597.43
|
| | 0.000 | 0.00
|
| | |
|
0065 7550.04 | 1.55 | 18,500.000 | 28,675.00
|
100 mm WHITE EPOXY PAVEMENT MARKING | m | 18,500.000 | 28,675.00
|
| | 17,523.500 | 27,161.43
|
| | 0.000 | 0.00
|
| | |
|
0066 8022.00 | 120.51 | 1,840.000 | 221,738.40
|
HYDRATED LIME | Mg | 1,840.000 | 221,738.40
|
| | 3,155.323 | 380,247.97
|
| | 0.000 | 0.00
|
| | |
|
0067 8032.00 | 1.23 | 79,273.000 | 97,505.79
|
CRUSHED CONCRETE FOUNDATION COURSE | m2 | 79,273.000 | 97,505.79
|
100 mm TYPE A | | 71,689.700 | 88,178.34
|
| | 0.000 | 0.00
|
| | |
|
0068 8032.04 | 1.14 | 60,446.000 | 68,908.44
|
CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 60,446.000 | 68,908.44
|
| | 69,268.900 | 78,966.56
|
| | 0.000 | 0.00
|
| | |
|
0069 8060.08 | 132.77 | 283.000 | 37,573.91
|
N-DRAIN | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 8101.50 | 0.95 | 148,382.000 | 140,962.90
|
STABILIZED SUBGRADE | m2 | 148,382.000 | 140,962.90
|
| | 140,959.500 | 133,911.54
|
| | 0.000 | 0.00
|
| | |
|
0071 9000.75 | 17.70 | 300.000 | 5,310.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 300.000 | 5,310.00
|
SP2(12.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 9005.30 | 33.73 | 4,400.000 | 148,412.00
|
ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 4,400.000 | 148,412.00
|
| | 6,743.932 | 227,472.83
|
| | 0.000 | 0.00
|
| | |
|
0073 9009.00 | 3.10 | 2,268.000 | 7,030.80
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 2,268.000 | 7,030.80
|
| | 1,623.397 | 5,032.53
|
| | 0.000 | 0.00
|
| | |
|
0074 9020.91 | 181.00 | 16.200 | 2,932.20
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | Mg | 16.200 | 2,932.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 9021.01 | 181.00 | 237.600 | 43,005.60
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 237.600 | 43,005.60
|
| | 254.056 | 45,984.15
|
| | 0.000 | 0.00
|
| | |
|
0076 9034.00 | 1.88 | 2,268.000 | 4,263.84
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 2,268.000 | 4,263.84
|
| | 1,528.197 | 2,873.01
|
| | 0.000 | 0.00
|
| | |
|
0077 9053.00 | 0.25 | 4,250.000 | 1,062.50
|
TACK COAT | L | 4,250.000 | 1,062.50
|
| | 4,996.743 | 1,249.20
|
| | 0.000 | 0.00
|
| | |
|
0078 9111.00 | 4.49 | 3,084.000 | 13,847.16
|
WATER | kL | 3,084.000 | 13,847.16
|
| | 8,174.406 | 36,703.08
|
| | 0.000 | 0.00
|
| | |
|
0079 9170.00 | 142.74 | 298.035 | 42,541.52
|
EARTH SHOULDER CONSTRUCTION | StaM | 298.035 | 42,541.52
|
| | 294.585 | 42,049.07
|
| | 0.000 | 0.00
|
| | |
|
0080 9173.20 | 1.49 | 12,991.000 | 19,356.59
|
SUBGRADE PREPARATION | m2 | 12,991.000 | 19,356.59
|
| | 23,306.206 | 34,726.24
|
| | 0.000 | 0.00
|
| | |
|
0081 9179.24 | 985.52 | 65.664 | 64,713.19
|
COLD MILLING, CLASS 4 | StaM | 65.664 | 64,713.19
|
| | 69.560 | 68,552.77
|
| | 0.000 | 0.00
|
| | |
|
0082 9185.77 | 80.00 | 129.940 | 10,395.20
|
RUMBLE STRIPS, CONCRETE | StaM | 129.940 | 10,395.20
|
| | 207.160 | 16,572.80
|
| | 0.000 | 0.00
|
| | |
|
3000 4035.00 | 70.00 | 0.000 | 0.00
|
REMOVE FLARED-END SECTION | EACH | 1.000 | 70.00
|
450mm RCP | | 1.000 | 70.00
|
| | 0.000 | 0.00
|
| | |
|
3001 1102.00 | 4.58 | 0.000 | 0.00
|
REMOVE ASPHALT SURFACE | m2 | 302.175 | 1,383.96
|
| | 302.175 | 1,383.96
|
| | 0.000 | 0.00
|
| | |
|
3002 1101.00 | 5.31 | 0.000 | 0.00
|
REMOVE PAVEMENT | m2 | 445.196 | 2,363.99
|
| | 445.196 | 2,363.99
|
| | 0.000 | 0.00
|
| | |
|
3003 1101.25 | 11.42 | 0.000 | 0.00
|
SAWING PAVEMENT | m | 149.530 | 1,707.63
|
| | 149.530 | 1,707.63
|
| | 0.000 | 0.00
|
| | |
|
3004 P120.18 | 173.65 | 0.000 | 0.00
|
450 mm CULVERT PIPE, TYPE 2 | m | 3.660 | 635.56
|
| | 3.660 | 635.56
|
| | 0.000 | 0.00
|
| | |
|
3005 4105.59 | 1,301.47 | 0.000 | 0.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 0.500 | 650.74
|
| | 0.500 | 650.74
|
| | 0.000 | 0.00
|
| | |
|
3006 4155.50 | 2.12 | 0.000 | 0.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 26.000 | 55.12
|
| | 26.000 | 55.12
|
| | 0.000 | 0.00
|
| | |
|
3007 4107.04 | 714.27 | 0.000 | 0.00
|
CLASS 47B-20 CONCRETE FOR CONCRETE COLLARS | m3 | 0.320 | 228.57
|
| | 0.320 | 228.57
|
| | 0.000 | 0.00
|
| | |
|
3008 4157.00 | 2.12 | 0.000 | 0.00
|
REINFORCING STEEL FOR COLLARS | kg | 17.000 | 36.04
|
| | 17.000 | 36.04
|
| | 0.000 | 0.00
|
| | |
|
3009 3008.05 | 6.27 | 0.000 | 0.00
|
TIE BARS | EACH | 569.000 | 3,567.63
|
| | 569.000 | 3,567.63
|
| | 0.000 | 0.00
|
| | |
|
3010 3075.55 | 49.87 | 0.000 | 0.00
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 1,267.894 | 63,229.87
|
| | 1,267.894 | 63,229.87
|
| | 0.000 | 0.00
|
| | |
|
3011 3075.31 | 41.72 | 0.000 | 0.00
|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 126.418 | 5,274.16
|
| | 126.418 | 5,274.16
|
| | 0.000 | 0.00
|
| | |
|
3012 8032.04 | 4.08 | 0.000 | 0.00
|
CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 1,394.312 | 5,688.79
|
| | 1,394.312 | 5,688.79
|
| | 0.000 | 0.00
|
| | |
|
3013 9173.20 | 2.77 | 0.000 | 0.00
|
SUBGRADE PREPARATION | m2 | 1,394.312 | 3,862.24
|
| | 1,394.312 | 3,862.24
|
| | 0.000 | 0.00
|
| | |
|
3014 0030.20 | | 1.000 |
|
MOBILIZATION | LS | 2.000 | 0.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
3015 9170.01 | 228.64 | 0.000 | 0.00
|
EARTH SHOULDER CONSTRUCTION | StaM | 3.915 | 895.13
|
| | 3.915 | 895.13
|
| | 0.000 | 0.00
|
| | |
|
3016 1010.00 | 5.47 | 0.000 | 0.00
|
EXCAVATION | m3 | 444.920 | 2,433.71
|
| | 444.920 | 2,433.71
|
| | 0.000 | 0.00
|
| | |
|
3017 0002.97 | 27.00 | 0.000 | 0.00
|
FLASHING ARROW PANEL | DAY | 24.000 | 648.00
|
| | 63.000 | 1,701.00
|
| | 0.000 | 0.00
|
| | |
|
4000 2011.05 | 27.27 | 0.000 | 0.00
|
CRUSHED ROCK FOR TEMPORARY SURFACING | Mg | 1,000.000 | 27,270.00
|
Crushed Rock for Temporary Surfacing | | 1,066.570 | 29,085.37
|
| | 0.000 | 0.00
|
| | |
|
4010 6990.03 | 3,898.90 | 0.000 | 0.00
|
TEMPORARY | EACH | 1.000 | 3,898.90
|
Temporary Surfacing for Mailbox Turnouts, Labor and Equipment | | 1.000 | 3,898.90
|
| | 0.000 | 0.00
|
| | |
|
4013 1990.06 | 2,759.33 | 0.000 | 0.00
|
EQUIPMENT RENTAL | LS | 1.000 | 2,759.33
|
Labor & Equipment costs incurred by extending the full width paving from Sta. 731+93.876 to Sta. 733+07.419 | | 1.000 | 2,759.33
|
| | 0.000 | 0.00
|
| | |
|
4017 8060.05 | 53.71 | 0.000 | 0.00
|
GRANULAR SUBDRAIN | EACH | 243.000 | 13,051.53
|
Granular Subdrains in lieu of the N-Drains | | 243.000 | 13,051.53
|
| | 243.000 | 13,051.53
|
| | |
|
4027 1101.25 | 13.45 | 0.000 | 0.00
|
SAWING PAVEMENT | m | 10.200 | 137.19
|
wheel saw pavement | | 10.200 | 137.19
|
| | 0.000 | 0.00
|
| | |
|
4028 1990.06 | 1,052.72 | 0.000 | 0.00
|
EQUIPMENT RENTAL | LS | 1.000 | 1,052.72
|
temporary surfacing with crushed concrete | | 1.000 | 1,052.72
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 5,165,928.66
|
| | Current | 5,274,255.56
|
| | In place | 5,754,000.61
|
| | This Estimate | 13,051.53
|
| | |
|
GROUP 4 CULVERTS | | |
|
0083 P120.42 | 221.00 | 61.000 | 13,481.00
|
1050 mm CULVERT PIPE TYPE 2 | m | 61.000 | 13,481.00
|
| | 61.000 | 13,481.00
|
| | 0.000 | 0.00
|
| | |
|
0084 P129.42 | 225.00 | 22.500 | 5,062.50
|
1050 mm CULVERT PIPE, TYPE 2 CLASS V | m | 22.500 | 5,062.50
|
| | 25.000 | 5,625.00
|
| | 0.000 | 0.00
|
| | |
|
0085 P200.72 | 340.00 | 29.000 | 9,860.00
|
1800 mm CULVERT PIPE, TYPE 2 OR 5 | m | 29.000 | 9,860.00
|
| | 29.000 | 9,860.00
|
| | 0.000 | 0.00
|
| | |
|
0086 P311.24 | 100.00 | 82.900 | 8,290.00
|
600 mm CULVERT PIPE, TYPE 2, 7 OR 8 | m | 82.900 | 8,290.00
|
| | 86.550 | 8,655.00
|
| | 0.000 | 0.00
|
| | |
|
0087 P311.30 | 140.00 | 42.000 | 5,880.00
|
750 mm CULVERT PIPE, TYPE 2,7 OR 8 | m | 42.000 | 5,880.00
|
| | 41.500 | 5,810.00
|
| | 0.000 | 0.00
|
| | |
|
0088 P311.36 | 185.00 | 17.000 | 3,145.00
|
900 mm CULVERT PIPE, TYPE 2,7 OR 8 | m | 17.000 | 3,145.00
|
| | 16.600 | 3,071.00
|
| | 0.000 | 0.00
|
| | |
|
0089 0030.40 | 50,000.00 | 1.000 | 50,000.00
|
MOBILIZATION | LS | 1.000 | 50,000.00
|
| | 1.000 | 50,000.00
|
| | 0.000 | 0.00
|
| | |
|
0090 1043.50 | 1.80 | 350.000 | 630.00
|
RIPRAP FILTER FABRIC | m2 | 350.000 | 630.00
|
| | 547.480 | 985.46
|
| | 0.000 | 0.00
|
| | |
|
0091 4035.00 | 70.00 | 4.000 | 280.00
|
REMOVE FLARED-END SECTION | EACH | 4.000 | 280.00
|
| | 4.000 | 280.00
|
| | 0.000 | 0.00
|
| | |
|
0092 4040.00 | 100.00 | 20.000 | 2,000.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 20.000 | 2,000.00
|
| | 20.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0093 4044.00 | 1,300.00 | 1.000 | 1,300.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,300.00
|
AT STA. 290+27 | | 1.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | |
|
0094 4044.01 | 2,000.00 | 1.000 | 2,000.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,000.00
|
AT STA. 674+69 | | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0095 4044.02 | 2,990.00 | 1.000 | 2,990.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,990.00
|
AT STA. 727+53 | | 1.000 | 2,990.00
|
| | 0.000 | 0.00
|
| | |
|
0096 4045.00 | 8,980.00 | 1.000 | 8,980.00
|
REMOVE STRUCTURE | EACH | 1.000 | 8,980.00
|
AT STA. 674+69 | | 1.000 | 8,980.00
|
| | 0.000 | 0.00
|
| | |
|
0097 4045.01 | 2,990.00 | 1.000 | 2,990.00
|
REMOVE STRUCTURE | EACH | 1.000 | 2,990.00
|
AT STA. 690+03 | | 1.000 | 2,990.00
|
| | 0.000 | 0.00
|
| | |
|
0098 4045.02 | 4,990.00 | 1.000 | 4,990.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,990.00
|
AT STA. 724+17 | | 1.000 | 4,990.00
|
| | 0.000 | 0.00
|
| | |
|
0099 4045.03 | 4,790.00 | 1.000 | 4,790.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,790.00
|
AT STA. 727+53 | | 1.000 | 4,790.00
|
| | 0.000 | 0.00
|
| | |
|
0100 4050.01 | 6.00 | 2,728.000 | 16,368.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 2,728.000 | 16,368.00
|
| | 2,259.000 | 13,554.00
|
| | 0.000 | 0.00
|
| | |
|
0101 4051.01 | 6.00 | 4,801.000 | 28,806.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 4,801.000 | 28,806.00
|
| | 5,684.848 | 34,109.09
|
| | 0.000 | 0.00
|
| | |
|
0102 4101.06 | 248.00 | 1,200.730 | 297,781.04
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 1,200.730 | 297,781.04
|
| | 1,164.617 | 288,825.02
|
| | 0.000 | 0.00
|
| | |
|
0103 4107.07 | 1,156.00 | 0.410 | 473.96
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 0.410 | 473.96
|
| | 3.060 | 3,537.36
|
| | 0.000 | 0.00
|
| | |
|
0104 4151.00 | 1.08 | 75,636.000 | 81,686.88
|
REINFORCING STEEL FOR BOX CULVERT | kg | 75,636.000 | 81,686.88
|
| | 73,961.000 | 79,877.87
|
| | 0.000 | 0.00
|
| | |
|
0105 4310.24 | 387.00 | 5.000 | 1,935.00
|
600 mm FLARED-END SECTION | EACH | 5.000 | 1,935.00
|
| | 5.000 | 1,935.00
|
| | 0.000 | 0.00
|
| | |
|
0106 4310.30 | 442.00 | 3.000 | 1,326.00
|
750 mm FLARED-END SECTION | EACH | 3.000 | 1,326.00
|
| | 3.000 | 1,326.00
|
| | 0.000 | 0.00
|
| | |
|
0107 4310.36 | 715.00 | 2.000 | 1,430.00
|
900 mm FLARED-END SECTION | EACH | 2.000 | 1,430.00
|
| | 2.000 | 1,430.00
|
| | 0.000 | 0.00
|
| | |
|
0108 4310.42 | 931.00 | 6.000 | 5,586.00
|
1050 mm FLARED-END SECTION | EACH | 6.000 | 5,586.00
|
| | 6.000 | 5,586.00
|
| | 0.000 | 0.00
|
| | |
|
0109 4850.42 | 620.80 | 22.500 | 13,968.00
|
JACKING 1050 mm CULVERT PIPE, TYPE | m | 22.500 | 13,968.00
|
2 CLASS V | | 25.000 | 15,520.00
|
| | 0.000 | 0.00
|
| | |
|
0110 6105.02 | 27.30 | 369.000 | 10,073.70
|
ROCK RIPRAP, TYPE B | Mg | 369.000 | 10,073.70
|
| | 465.952 | 12,720.50
|
| | 0.000 | 0.00
|
| | |
|
0602 4051.12 | 24.80 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 360.000 | 8,928.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | | 362.848 | 8,998.64
|
| | 0.000 | 0.00
|
| | |
|
4014 1701.18 | 55.65 | 0.000 | 0.00
|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 24.400 | 1,357.86
|
450 mm Drive Pipe, Type 7, Supply and Install | | 24.400 | 1,357.86
|
| | 0.000 | 0.00
|
| | |
|
4015 1701.12 | 55.10 | 0.000 | 0.00
|
300 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 18.300 | 1,008.33
|
300 mm Drive Pipe, Type 7 Supply & Install | | 18.300 | 1,008.33
|
| | 0.000 | 0.00
|
| | |
|
4018 4764.04 | 33.40 | 0.000 | 0.00
|
100 mm NONPERFORATED P.V.C. PIPE UNDERDRAIN | m | 84.510 | 2,822.63
|
| | 84.510 | 2,822.63
|
| | 0.000 | 0.00
|
| | |
|
4019 4764.54 | 42.72 | 0.000 | 0.00
|
100 mm PERFORATED P.V.C. PIPE UNDERDRAIN | m | 31.910 | 1,363.20
|
| | 31.910 | 1,363.20
|
| | 0.000 | 0.00
|
| | |
|
4020 W357.14 | 26.25 | 0.000 | 0.00
|
100 mm - 45 DEGREE BEND | EACH | 1.000 | 26.25
|
| | 1.000 | 26.25
|
| | 0.000 | 0.00
|
| | |
|
4021 W359.04 | 21.00 | 0.000 | 0.00
|
100 mm CAP | EACH | 2.000 | 42.00
|
| | 2.000 | 42.00
|
| | 0.000 | 0.00
|
| | |
|
4022 8091.10 | 18.61 | 0.000 | 0.00
|
GRANULAR BACKFILL | Mg | 21.270 | 395.83
|
| | 21.270 | 395.83
|
| | 0.000 | 0.00
|
| | |
|
4023 4300.24 | 63.00 | 0.000 | 0.00
|
600 mm CULVERT PIPE | m | 64.000 | 4,032.00
|
temporary pipe | | 64.000 | 4,032.00
|
| | 0.000 | 0.00
|
| | |
|
4024 4043.00 | 42.00 | 0.000 | 0.00
|
REMOVE CULVERT PIPE | m | 32.000 | 1,344.00
|
temporary 600mm culvert pipe | | 32.000 | 1,344.00
|
| | 0.000 | 0.00
|
| | |
|
4025 4670.05 | 105.00 | 0.000 | 0.00
|
CULVERT SANDFILL | m3 | 47.950 | 5,034.75
|
flowable fill temp culverts | | 47.950 | 5,034.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 586,103.08
|
| | Current | 612,457.93
|
| | In place | 612,653.79
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4A CULVERT AT STA. 699+66 | | |
|
0111 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
|
| | |
|
0112 1043.50 | 1.80 | 2,367.000 | 4,260.60
|
RIPRAP FILTER FABRIC | m2 | 2,367.000 | 4,260.60
|
| | 2,744.846 | 4,940.72
|
| | 0.000 | 0.00
|
| | |
|
0113 4051.01 | 8.00 | 540.000 | 4,320.00
|
EXCAVATION FOR BOX CULVERTS | m3 | 540.000 | 4,320.00
|
| | 3,356.399 | 26,851.19
|
| | 0.000 | 0.00
|
| | |
|
0114 4101.06 | 226.00 | 1,742.270 | 393,753.02
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 1,742.270 | 393,753.02
|
| | 1,742.270 | 393,753.02
|
| | 0.000 | 0.00
|
| | |
|
0115 4151.00 | 1.01 | 84,258.000 | 85,100.58
|
REINFORCING STEEL FOR BOX CULVERT | kg | 84,258.000 | 85,100.58
|
| | 84,018.000 | 84,858.19
|
| | 0.000 | 0.00
|
| | |
|
0116 6040.00 | 15,000.00 | 1.000 | 15,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 15,000.00
|
AT STA. 699+66 | | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | |
|
0117 6105.02 | 26.80 | 3,144.000 | 84,259.20
|
ROCK RIPRAP, TYPE B | Mg | 3,144.000 | 84,259.20
|
| | 3,132.546 | 83,952.23
|
| | 0.000 | 0.00
|
| | |
|
0118 8093.01 | 25.40 | 146.000 | 3,708.40
|
FILTER BLANKET | Mg | 146.000 | 3,708.40
|
| | 137.210 | 3,485.13
|
| | 0.000 | 0.00
|
| | |
|
0601 4051.12 | 22.60 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 375.000 | 8,475.00
|
BOX @699+66 | | 372.399 | 8,416.22
|
| | 0.000 | 0.00
|
| | |
|
4009 1800.01 | 6,000.00 | 0.000 | 0.00
|
RELOCATE | LS | 1.000 | 6,000.00
|
Watermain | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
4011 1990.06 | 11,170.72 | 0.000 | 0.00
|
EQUIPMENT RENTAL | LS | 1.000 | 11,170.72
|
Equipment, Labor & Materials required to stabilize existing channel @ 690+ & Install rock, gravel and drain pipe. | | 1.000 | 11,170.72
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4A CULVERT AT STA. 699+66 | | Contracted | 650,401.80
|
| | Current | 676,047.52
|
| | In place | 698,427.42
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0119 L001.01 | 1,835.21 | 26.700 | 49,000.11
|
SEEDING, TYPE A | ha | 26.700 | 49,000.11
|
| | 30.000 | 55,056.30
|
| | 0.000 | 0.00
|
| | |
|
0120 L001.02 | 1,109.03 | 10.500 | 11,644.82
|
SEEDING, TYPE B | ha | 10.500 | 11,644.82
|
| | 11.100 | 12,310.23
|
| | 0.000 | 0.00
|
| | |
|
0121 L020.00 | 1.20 | 29,835.000 | 35,802.00
|
EROSION CONTROL | m2 | 29,835.000 | 35,802.00
|
| | 29,525.000 | 35,430.00
|
| | 0.000 | 0.00
|
| | |
|
0122 L020.10 | 1.60 | 4,080.000 | 6,528.00
|
EROSION CONTROL, TYPE HV | m2 | 4,080.000 | 6,528.00
|
| | 3,760.000 | 6,016.00
|
| | 0.000 | 0.00
|
| | |
|
0123 L022.00 | 4.92 | 580.000 | 2,853.60
|
FABRIC SILT CHECKS | m | 580.000 | 2,853.60
|
| | 612.000 | 3,011.04
|
| | 0.000 | 0.00
|
| | |
|
0124 L032.75 | 72.00 | 167.000 | 12,024.00
|
MULCH | Mg | 167.000 | 12,024.00
|
| | 184.049 | 13,251.53
|
| | 0.000 | 0.00
|
| | |
|
0125 0030.50 | 500.00 | 1.000 | 500.00
|
MOBILIZATION | LS | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 118,352.52
|
| | Current | 118,352.52
|
| | In place | 125,575.10
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICIAL | | |
|
0126 A001.12 | 340.00 | 1.000 | 340.00
|
PULL BOX, TYPE PB-5 | EACH | 1.000 | 340.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0127 A009.16 | 1,544.00 | 5.000 | 7,720.00
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 | EACH | 5.000 | 7,720.00
|
| | 7.000 | 10,808.00
|
| | 0.000 | 0.00
|
| | |
|
0128 A070.10 | 6.20 | 172.000 | 1,066.40
|
38 mm CONDUIT IN TRENCH | m | 172.000 | 1,066.40
|
| | 389.000 | 2,411.80
|
| | 0.000 | 0.00
|
| | |
|
0129 A072.10 | 15.40 | 71.000 | 1,093.40
|
38 mm CONDUIT UNDER ROADWAY | m | 71.000 | 1,093.40
|
| | 207.000 | 3,187.80
|
| | 0.000 | 0.00
|
| | |
|
0130 A080.22 | 2.20 | 243.000 | 534.60
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 243.000 | 534.60
|
| | 209.000 | 459.80
|
| | 0.000 | 0.00
|
| | |
|
0131 A080.24 | 2.50 | 486.000 | 1,215.00
|
STREET LIGHTING CABLE, NO. 6 USE | m | 486.000 | 1,215.00
|
| | 748.000 | 1,870.00
|
| | 0.000 | 0.00
|
| | |
|
0132 0030.81 | 920.00 | 1.000 | 920.00
|
MOBILIZATION | LS | 1.000 | 920.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4008 1127.00 | 2,268.00 | 0.000 | 0.00
|
BEACON SYSTEM REMOVAL | EACH | 1.000 | 2,268.00
|
Existing Warning Beacon | | 1.000 | 2,268.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICIAL | | Contracted | 12,889.40
|
| | Current | 15,157.40
|
| | In place | 21,005.40
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0133 0001.08 | 0.50 | 41,610.000 | 20,805.00
|
BARRICADE, TYPE II | BDAY | 41,610.000 | 20,805.00
|
| | 79,177.500 | 39,588.75
|
| | 1,600.000 | 800.00
|
| | |
|
0134 0001.10 | 1.25 | 24,275.000 | 30,343.75
|
BARRICADE, TYPE III | BDAY | 24,275.000 | 30,343.75
|
| | 24,710.000 | 30,887.51
|
| | 164.000 | 205.00
|
| | |
|
0135 0001.30 | 4.00 | 1,580.000 | 6,320.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,580.000 | 6,320.00
|
| | 2,572.000 | 10,288.00
|
| | 0.000 | 0.00
|
| | |
|
0136 0001.90 | 0.30 | 39,455.000 | 11,836.50
|
SIGN DAY | EACH | 39,455.000 | 11,836.50
|
| | 58,821.000 | 17,646.30
|
| | 398.000 | 119.40
|
| | |
|
0137 0002.30 | 1.00 | 800.000 | 800.00
|
PAVEMENT MARKING REMOVAL | m | 800.000 | 800.00
|
| | 2,156.000 | 2,156.00
|
| | 0.000 | 0.00
|
| | |
|
0138 0002.38 | 0.80 | 20,500.000 | 16,400.00
|
TEMPORARY PAVEMENT MARKING, TYPE I | m | 20,500.000 | 16,400.00
|
| | 6,639.400 | 5,311.52
|
| | 0.000 | 0.00
|
| | |
|
0139 0003.10 | 150.82 | 160.000 | 24,131.20
|
FLAGGING | DAY | 160.000 | 24,131.20
|
| | 66.000 | 9,954.12
|
| | 0.000 | 0.00
|
| | |
|
0140 0010.04 | 7,526.52 | 1.000 | 7,526.52
|
FIELD OFFICE | EACH | 1.000 | 7,526.52
|
| | 1.000 | 7,526.52
|
| | 0.000 | 0.00
|
| | |
|
0141 0030.00 | 10,000.00 | 1.000 | 10,000.00
|
MOBILIZATION | LS | 1.000 | 10,000.00
|
| | 1.000 | 10,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 128,162.97
|
| | Current | 128,162.97
|
| | In place | 133,358.72
|
| | This Estimate | 1,124.40
|
| | |
|
Totals for contract | | Contracted | 7,989,733.51
|
---|
| | Current | 8,410,645.09
|
---|
| | In place | 8,989,353.87
|
---|
| | This Estimate | 14,175.93
|
---|