| | | 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 L001.18 | 4,136.20 | 2.650 | 10,960.93
|
SEEDING, TYPE WETLAND-HIGH | ha | 2.650 | 10,960.93
|
| | 1.320 | 5,459.78
|
| | 1.320 | 5,459.78
|
| | |
|
0002 L001.19 | 3,306.25 | 3.340 | 11,042.88
|
SEEDING, TYPE WETLAND-LOW | ha | 3.340 | 11,042.88
|
| | 1.000 | 3,306.25
|
| | 1.000 | 3,306.25
|
| | |
|
0003 L006.00 | 67.50 | 37.000 | 2,497.50
|
COVER CROP SEEDING | ha | 37.000 | 2,497.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 L020.09 | 12.68 | 1,081.000 | 13,707.08
|
EROSION CONTROL, TYPE AAA | m2 | 1,081.000 | 13,707.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 P300.24 | 58.45 | 17.000 | 993.65
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 17.000 | 993.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 P400.18 | 77.20 | 587.500 | 45,355.00
|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 587.500 | 45,355.00
|
| | 587.490 | 45,354.23
|
| | 0.000 | 0.00
|
| | |
|
0007 0030.10 | 50,450.00 | 1.000 | 50,450.00
|
MOBILIZATION | LS | 1.000 | 50,450.00
|
| | 1.000 | 50,450.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1009.00 | 22,775.00 | 1.000 | 22,775.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 22,775.00
|
| | 1.000 | 22,775.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1011.00 | 1.20 | 5,059.000 | 6,070.80
|
WATER | kL | 5,059.000 | 6,070.80
|
| | 527.896 | 633.48
|
| | 0.000 | 0.00
|
| | |
|
0010 1012.00 | 58.32 | 139.000 | 8,106.48
|
RIGHT-OF-WAY MARKERS | EACH | 139.000 | 8,106.48
|
| | 156.000 | 9,097.92
|
| | 0.000 | 0.00
|
| | |
|
0011 1030.00 | 3.60 | 252,837.000 | 910,213.20
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 252,837.000 | 910,213.20
|
| | 256,519.869 | 923,471.53
|
| | 0.000 | 0.00
|
| | |
|
0012 1041.00 | 0.24 | 36,555.000 | 8,773.20
|
SALVAGING AND PLACING TOPSOIL | m2 | 36,555.000 | 8,773.20
|
| | 27,400.000 | 6,576.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1042.00 | 0.46 | 35,434.000 | 16,299.64
|
SALVAGING AND PLACING HYDRIC SOIL | m2 | 35,434.000 | 16,299.64
|
| | 16,666.000 | 7,666.36
|
| | 0.000 | 0.00
|
| | |
|
0014 1090.00 | 420.00 | 2.000 | 840.00
|
ABANDON WELLS | EACH | 2.000 | 840.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1101.00 | 3.37 | 29,712.000 | 100,129.44
|
REMOVE PAVEMENT | m2 | 14,225.197 | 47,938.91
|
| | 14,225.197 | 47,938.91
|
| | 0.000 | 0.00
|
| | |
|
0016 1102.00 | 3.97 | 43,303.000 | 171,912.91
|
REMOVE ASPHALT SURFACE | m2 | 38,752.824 | 153,848.71
|
| | 38,752.824 | 153,848.72
|
| | 0.000 | 0.00
|
| | |
|
0017 1109.00 | 4.39 | 160.700 | 705.47
|
REMOVE CURB | m | 160.700 | 705.47
|
| | 160.000 | 702.40
|
| | 0.000 | 0.00
|
| | |
|
0018 1122.01 | 2.73 | 258.000 | 704.34
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 258.000 | 704.34
|
| | 205.098 | 559.91
|
| | 0.000 | 0.00
|
| | |
|
0019 1124.00 | 471.00 | 1.000 | 471.00
|
REMOVE BUILDING | EACH | 1.000 | 471.00
|
AT STA. 187+52 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 1125.00 | 574.00 | 1.000 | 574.00
|
CLEAR TRACT | EACH | 1.000 | 574.00
|
STA. 187+45 TO STA. 187+60 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 1143.00 | 10.80 | 21.000 | 226.80
|
REMOVE DRIVEWAY CULVERT PIPE | m | 21.000 | 226.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 1405.00 | 11.22 | 58.200 | 653.00
|
RELAYING DRIVEWAY CULVERT PIPE | m | 58.200 | 653.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 1700.60 | 226.22 | 14.000 | 3,167.08
|
1500 mm DRIVEWAY CULVERT PIPE, TYPE 2 OR 5 | m | 14.000 | 3,167.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 1701.24 | 39.56 | 386.000 | 15,270.16
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 386.000 | 15,270.16
|
| | 353.050 | 13,966.66
|
| | 55.500 | 2,195.58
|
| | |
|
0025 1701.30 | 55.26 | 31.000 | 1,713.06
|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 31.000 | 1,713.06
|
| | 31.000 | 1,713.06
|
| | 0.000 | 0.00
|
| | |
|
0026 1701.36 | 83.18 | 36.500 | 3,036.07
|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 36.500 | 3,036.07
|
| | 19.475 | 1,619.93
|
| | 0.000 | 0.00
|
| | |
|
0027 1702.24 | 53.84 | 5.000 | 269.20
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 OR 5 | m | 5.000 | 269.20
|
| | 3.800 | 204.59
|
| | 0.000 | 0.00
|
| | |
|
0028 4035.00 | 85.21 | 2.000 | 170.42
|
REMOVE FLARED-END SECTION | EACH | 2.000 | 170.42
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4035.25 | 97.81 | 4.000 | 391.24
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 4.000 | 391.24
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4105.59 | 711.00 | 18.200 | 12,940.20
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 18.200 | 12,940.20
|
| | 18.200 | 12,940.20
|
| | 0.000 | 0.00
|
| | |
|
0031 4155.50 | 1.66 | 819.000 | 1,359.54
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 819.000 | 1,359.54
|
| | 819.000 | 1,359.54
|
| | 0.000 | 0.00
|
| | |
|
0032 4310.18 | 124.18 | 28.000 | 3,477.04
|
450 mm FLARED-END SECTION | EACH | 28.000 | 3,477.04
|
| | 29.000 | 3,601.22
|
| | 0.000 | 0.00
|
| | |
|
0033 4310.24 | 141.00 | 2.000 | 282.00
|
600 mm FLARED-END SECTION | EACH | 2.000 | 282.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4310.60 | 660.00 | 2.000 | 1,320.00
|
1500 mm FLARED-END SECTION | EACH | 2.000 | 1,320.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 4392.54 | 130.00 | 4.000 | 520.00
|
INSTALL 1350 mm ROUND EQUIVALENT METAL FLARED-END SECTION | EACH | 4.000 | 520.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 9110.09 | 89.00 | 30.000 | 2,670.00
|
RENTAL OF TRACTOR AND SCRAPER, FULLY OPERATED | HOUR | 30.000 | 2,670.00
|
| | 18.000 | 1,602.00
|
| | 5.000 | 445.00
|
| | |
|
0401 1010.60 | 7.20 | 0.000 | 0.00
|
EARTHWORK COREOUT | m3 | 303.180 | 2,182.90
|
Sec 205.05 Para 10 1997 Metric Standard Specifications | | 569.582 | 4,100.99
|
| | 0.000 | 0.00
|
| | |
|
0402 1136.50 | 42,503.44 | 0.000 | 0.00
|
REMOVE STOCKPILE | LS | 1.000 | 42,503.44
|
Remove Concrete Rubble and Concrete Milling Pile FromProposed Wetland Site | | 1.000 | 42,503.44
|
| | 0.000 | 0.00
|
| | |
|
0403 2001.21 | 9.35 | 0.000 | 0.00
|
GRAVEL FOR TEMPORARY SURFACING | Mg | 100.000 | 935.00
|
GRAVEL FOR TEMPORARY SURFACING | | 793.898 | 7,422.96
|
| | 0.000 | 0.00
|
| | |
|
0404 9110.26 | 49.19 | 0.000 | 0.00
|
RENTAL OF TRACTOR AND DISK, FULLY OPERATED | HOUR | 100.000 | 4,919.00
|
RENTAL OF TRACTOR & DISK, F.O. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 1,430,048.33
|
| | Current | 1,410,333.94
|
| | In place | 1,368,875.08
|
| | This Estimate | 11,406.61
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0037 0030.30 | 401,010.00 | 1.000 | 401,010.00
|
MOBILIZATION | LS | 1.000 | 401,010.00
|
| | 1.000 | 401,010.00
|
| | 0.000 | 0.00
|
| | |
|
0038 1020.06 | 30.00 | 302.000 | 9,060.00
|
FLEXIBLE POST DELINEATOR | EACH | 302.000 | 9,060.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 2001.00 | 14.53 | 189.000 | 2,746.17
|
GRAVEL SURFACE COURSE | m3 | 189.000 | 2,746.17
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 2009.10 | 1,062.00 | 2.086 | 2,215.33
|
GRAVEL EMBEDMENT | StaM | 2.086 | 2,215.33
|
| | 2.490 | 2,644.38
|
| | 0.000 | 0.00
|
| | |
|
0041 2020.50 | 13.80 | 29,135.000 | 402,063.00
|
SURFACING | m2 | 29,135.000 | 402,063.00
|
150 mm | | 23,577.805 | 325,373.71
|
| | 219.000 | 3,022.20
|
| | |
|
0042 3012.06 | 40.00 | 67.280 | 2,691.20
|
CONCRETE CLASS 47B-25 MEDIAN CURB | m | 67.280 | 2,691.20
|
| | 65.780 | 2,631.20
|
| | 0.000 | 0.00
|
| | |
|
0043 3017.40 | 40.00 | 40.360 | 1,614.40
|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | m2 | 40.360 | 1,614.40
|
| | 39.624 | 1,584.96
|
| | 0.000 | 0.00
|
| | |
|
0044 3019.23 | 500.00 | 1.000 | 500.00
|
CONCRETE CLASS 47B-25 ISLAND NOSE | EACH | 1.000 | 500.00
|
| | 1.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
0045 3040.12 | 102.40 | 64.100 | 6,563.84
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 64.100 | 6,563.84
|
| | 76.100 | 7,792.64
|
| | 0.000 | 0.00
|
| | |
|
0046 3040.13 | 100.50 | 37.000 | 3,718.50
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 37.000 | 3,718.50
|
| | 261.440 | 26,274.72
|
| | 0.000 | 0.00
|
| | |
|
0047 3075.51 | 31.33 | 17,920.980 | 561,464.30
|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 17,920.980 | 561,464.30
|
| | 15,408.353 | 482,743.70
|
| | 273.615 | 8,572.36
|
| | |
|
0048 3075.55 | 24.92 | 138,052.500 | 3,440,268.30
|
255 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 138,052.500 | 3,440,268.30
|
| | 139,312.891 | 3,471,677.24
|
| | 0.000 | 0.00
|
| | |
|
0049 3221.05 | 110.40 | 235.100 | 25,955.04
|
CONCRETE PAVEMENT, CLASS PR-25 | m2 | 235.100 | 25,955.04
|
JOINT REPAIR | | 274.170 | 30,268.37
|
| | 0.000 | 0.00
|
| | |
|
0050 3300.50 | 16,700.00 | 1.000 | 16,700.00
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 16,700.00
|
| | 0.850 | 14,195.00
|
| | 0.000 | 0.00
|
| | |
|
0051 7490.03 | 1.30 | 9,800.000 | 12,740.00
|
100 mm YELLOW THERMOPLASTIC | m | 9,800.000 | 12,740.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 7490.04 | 1.30 | 12,200.000 | 15,860.00
|
100 mm WHITE THERMOPLASTIC | m | 12,200.000 | 15,860.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 7492.04 | 1.55 | 18,000.000 | 27,900.00
|
100 mm WHITE THERMOPLASTIC, TYPE C | m | 18,000.000 | 27,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 7492.05 | 1.55 | 14,400.000 | 22,320.00
|
100 mm YELLOW THERMOPLASTIC, TYPE C | m | 14,400.000 | 22,320.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 8029.10 | 3.74 | 101,219.000 | 378,559.06
|
AGGREGATE FOUNDATION COURSE-D 100 mm | m2 | 101,219.000 | 378,559.06
|
| | 121,849.458 | 455,716.98
|
| | 0.000 | 0.00
|
| | |
|
0056 8029.94 | 2.07 | 65,390.000 | 135,357.30
|
BITUMINOUS FOUNDATION COURSE 100 mm | m2 | 65,390.000 | 135,357.30
|
| | 51,512.270 | 106,630.40
|
| | 273.615 | 566.38
|
| | |
|
0057 8032.04 | 1.57 | 18,500.000 | 29,045.00
|
CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 18,500.000 | 29,045.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 8060.08 | 110.00 | 486.000 | 53,460.00
|
N-DRAIN | EACH | 486.000 | 53,460.00
|
| | 441.600 | 48,576.00
|
| | 0.000 | 0.00
|
| | |
|
0059 8101.50 | 0.98 | 159,616.000 | 156,423.68
|
STABILIZED SUBGRADE | m2 | 159,616.000 | 156,423.68
|
| | 162,321.780 | 159,075.35
|
| | 0.000 | 0.00
|
| | |
|
0060 9000.75 | 19.10 | 500.000 | 9,550.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 500.000 | 9,550.00
|
SPS | | 217.710 | 4,158.27
|
| | 13.110 | 250.40
|
| | |
|
0061 9005.00 | 24.53 | 100.000 | 2,453.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 2,453.00
|
SPS | | 279.600 | 6,858.59
|
| | 0.000 | 0.00
|
| | |
|
0062 9005.23 | 19.10 | 4,900.000 | 93,590.00
|
ASPHALTIC CONCRETE, TYPE SPS | Mg | 4,900.000 | 93,590.00
|
| | 405.656 | 7,748.02
|
| | 277.898 | 5,307.85
|
| | |
|
0063 9005.45 | 26.35 | 20,280.000 | 534,378.00
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 20,280.000 | 534,378.00
|
| | 8,350.147 | 220,026.37
|
| | 4,867.432 | 128,256.83
|
| | |
|
0064 9009.00 | 5.00 | 676.000 | 3,380.00
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 676.000 | 3,380.00
|
| | 1,684.910 | 8,424.55
|
| | 1,684.910 | 8,424.55
|
| | |
|
0065 9009.75 | 31.53 | 8,965.000 | 282,666.45
|
TEMPORARY SURFACING | m2 | 8,965.000 | 282,666.45
|
| | 5,482.674 | 172,868.70
|
| | 0.000 | 0.00
|
| | |
|
0066 9020.92 | 165.00 | 27.000 | 4,455.00
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | Mg | 27.000 | 4,455.00
|
| | 9.808 | 1,618.34
|
| | 0.495 | 81.68
|
| | |
|
0067 9021.03 | 165.00 | 270.000 | 44,550.00
|
PERFORMANCE GRADED BINDER (58-28) | Mg | 270.000 | 44,550.00
|
| | 19.381 | 3,197.87
|
| | 13.673 | 2,256.05
|
| | |
|
0068 9021.04 | 235.00 | 1,095.120 | 257,353.20
|
PERFORMANCE GRADED BINDER (70-28) | Mg | 1,095.120 | 257,353.20
|
| | 429.420 | 100,913.72
|
| | 250.497 | 58,866.80
|
| | |
|
0069 9034.00 | 2.19 | 6,127.000 | 13,418.13
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 6,127.000 | 13,418.13
|
| | 7,408.406 | 16,224.41
|
| | 2,360.462 | 5,169.41
|
| | |
|
0070 9053.00 | 0.30 | 65,220.000 | 19,566.00
|
TACK COAT | L | 65,220.000 | 19,566.00
|
| | 38,799.228 | 11,639.78
|
| | 10,788.098 | 3,236.43
|
| | |
|
0071 9110.01 | 100.00 | 10.000 | 1,000.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 1,000.00
|
| | 11.500 | 1,150.00
|
| | 0.000 | 0.00
|
| | |
|
0072 9110.02 | 100.00 | 10.000 | 1,000.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 1,000.00
|
| | 10.000 | 1,000.00
|
| | 5.500 | 550.00
|
| | |
|
0073 9110.03 | 75.00 | 10.000 | 750.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 750.00
|
| | 5.000 | 375.00
|
| | 0.000 | 0.00
|
| | |
|
0074 9110.07 | 60.00 | 10.000 | 600.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 600.00
|
| | 0.500 | 30.00
|
| | 0.000 | 0.00
|
| | |
|
0075 9111.00 | 2.20 | 4,223.000 | 9,290.60
|
WATER | kL | 4,223.000 | 9,290.60
|
| | 5,436.081 | 11,959.37
|
| | 0.000 | 0.00
|
| | |
|
0076 9170.00 | 223.81 | 503.071 | 112,592.32
|
EARTH SHOULDER CONSTRUCTION | StaM | 503.071 | 112,592.32
|
| | 232.930 | 52,132.06
|
| | 0.000 | 0.00
|
| | |
|
0077 9173.20 | 0.64 | 39,912.000 | 25,543.68
|
SUBGRADE PREPARATION | m2 | 39,912.000 | 25,543.68
|
| | 30,799.899 | 19,711.93
|
| | 6,985.773 | 4,470.89
|
| | |
|
0078 9179.21 | 270.00 | 82.964 | 22,400.28
|
COLD MILLING, CLASS 1 | StaM | 82.964 | 22,400.28
|
| | 83.705 | 22,600.35
|
| | 0.000 | 0.00
|
| | |
|
0079 9185.76 | 32.80 | 155.810 | 5,110.57
|
RUMBLE STRIPS, ASPHALT | StaM | 155.810 | 5,110.57
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 9185.77 | 72.16 | 288.400 | 20,810.94
|
RUMBLE STRIPS, CONCRETE | StaM | 288.400 | 20,810.94
|
| | 211.499 | 15,261.77
|
| | 0.000 | 0.00
|
| | |
|
0081 9190.50 | 31.28 | 8,858.000 | 277,078.24
|
FLY ASH | Mg | 8,858.000 | 277,078.24
|
| | 10,343.377 | 323,540.84
|
| | 0.000 | 0.00
|
| | |
|
0408 1102.01 | 5.59 | 0.000 | 0.00
|
REMOVE ASPHALT SURFACE | m2 | 16,937.294 | 94,679.47
|
Extra Depth Removal | | 16,937.294 | 94,679.47
|
| | 0.000 | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 7,449,771.54
|
| | Current | 7,544,451.01
|
| | In place | 6,632,814.06
|
| | This Estimate | 229,031.83
|
| | |
|
GROUP 4 CULVERTS | | |
|
0082 P120.30 | 192.60 | 17.500 | 3,370.50
|
750 mm CULVERT PIPE, TYPE 2 | m | 17.500 | 3,370.50
|
| | 17.230 | 3,318.50
|
| | 0.000 | 0.00
|
| | |
|
0083 P300.24 | 84.60 | 7.500 | 634.50
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 7.500 | 634.50
|
| | 7.500 | 634.50
|
| | 0.000 | 0.00
|
| | |
|
0084 P300.36 | 96.35 | 19.500 | 1,878.82
|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 19.500 | 1,878.82
|
| | 19.680 | 1,896.16
|
| | 0.000 | 0.00
|
| | |
|
0085 P300.48 | 145.50 | 52.000 | 7,566.00
|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 52.000 | 7,566.00
|
| | 55.720 | 8,107.26
|
| | 0.000 | 0.00
|
| | |
|
0086 P370.24 | 94.00 | 35.500 | 3,337.00
|
600 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 35.500 | 3,337.00
|
| | 35.520 | 3,338.88
|
| | 0.000 | 0.00
|
| | |
|
0087 P370.30 | 110.28 | 63.000 | 6,947.64
|
750 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 63.000 | 6,947.64
|
| | 62.200 | 6,859.42
|
| | 0.000 | 0.00
|
| | |
|
0088 P370.36 | 133.00 | 89.000 | 11,837.00
|
900 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 89.000 | 11,837.00
|
| | 89.320 | 11,879.56
|
| | 0.000 | 0.00
|
| | |
|
0089 P370.42 | 193.75 | 90.000 | 17,437.50
|
1050 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 90.000 | 17,437.50
|
| | 89.320 | 17,305.75
|
| | 0.000 | 0.00
|
| | |
|
0090 P370.48 | 236.30 | 214.000 | 50,568.20
|
1200 mm ROUND EQUIVALENT CULVERT PIPE, TYPE 2 OR 5 | m | 214.000 | 50,568.20
|
| | 196.010 | 46,317.16
|
| | 0.000 | 0.00
|
| | |
|
0091 P400.18 | 81.55 | 8.500 | 693.18
|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 8.500 | 693.18
|
| | 8.690 | 708.67
|
| | 0.000 | 0.00
|
| | |
|
0092 P400.24 | 87.95 | 279.000 | 24,538.05
|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 279.000 | 24,538.05
|
| | 277.150 | 24,375.35
|
| | 0.000 | 0.00
|
| | |
|
0093 P400.36 | 131.20 | 46.500 | 6,100.80
|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 46.500 | 6,100.80
|
| | 46.430 | 6,091.62
|
| | 0.000 | 0.00
|
| | |
|
0094 0030.40 | 5,900.00 | 1.000 | 5,900.00
|
MOBILIZATION | LS | 1.000 | 5,900.00
|
| | 1.000 | 5,900.00
|
| | 0.000 | 0.00
|
| | |
|
0095 1043.50 | 3.75 | 170.000 | 637.50
|
RIPRAP FILTER FABRIC | m2 | 170.000 | 637.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0096 4004.50 | 2.70 | 449.000 | 1,212.30
|
CAST IRON GRATE AND FRAME | kg | 449.000 | 1,212.30
|
| | 449.000 | 1,212.30
|
| | 0.000 | 0.00
|
| | |
|
0097 4035.00 | 110.00 | 9.000 | 990.00
|
REMOVE FLARED-END SECTION | EACH | 9.000 | 990.00
|
| | 8.000 | 880.00
|
| | 0.000 | 0.00
|
| | |
|
0098 4040.00 | 125.00 | 18.000 | 2,250.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 18.000 | 2,250.00
|
| | 23.000 | 2,875.00
|
| | 0.000 | 0.00
|
| | |
|
0099 4043.00 | 20.65 | 37.200 | 768.18
|
REMOVE CULVERT PIPE | m | 37.200 | 768.18
|
| | 37.200 | 768.19
|
| | 0.000 | 0.00
|
| | |
|
0100 4044.00 | 1,535.00 | 1.000 | 1,535.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,535.00
|
AT STA. 193+03.76 | | 1.000 | 1,535.00
|
| | 0.000 | 0.00
|
| | |
|
0101 4044.01 | 2,880.00 | 1.000 | 2,880.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,880.00
|
AT STA. 5002+84.78 | | 1.000 | 2,880.00
|
| | 0.000 | 0.00
|
| | |
|
0102 4045.00 | 2,305.00 | 1.000 | 2,305.00
|
REMOVE STRUCTURE | EACH | 1.000 | 2,305.00
|
AT STA. 115+04.78 | | 1.000 | 2,305.00
|
| | 0.000 | 0.00
|
| | |
|
0103 4045.01 | 3,840.00 | 1.000 | 3,840.00
|
REMOVE STRUCTURE | EACH | 1.000 | 3,840.00
|
AT STA. 5003+44.88 | | 1.000 | 3,840.00
|
| | 0.000 | 0.00
|
| | |
|
0104 4050.01 | 13.40 | 1,074.000 | 14,391.60
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 1,074.000 | 14,391.60
|
| | 1,246.500 | 16,703.10
|
| | 0.000 | 0.00
|
| | |
|
0105 4051.01 | 14.50 | 185.000 | 2,682.50
|
EXCAVATION FOR BOX CULVERTS | m3 | 185.000 | 2,682.50
|
| | 253.490 | 3,675.61
|
| | 0.000 | 0.00
|
| | |
|
0106 4100.06 | 466.00 | 12.600 | 5,871.60
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 12.600 | 5,871.60
|
| | 13.600 | 6,337.60
|
| | 0.000 | 0.00
|
| | |
|
0107 4101.06 | 400.00 | 191.870 | 76,748.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 191.870 | 76,748.00
|
| | 191.922 | 76,768.80
|
| | 0.000 | 0.00
|
| | |
|
0108 4105.59 | 735.00 | 1.800 | 1,323.00
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 1.800 | 1,323.00
|
| | 1.800 | 1,323.00
|
| | 0.000 | 0.00
|
| | |
|
0109 4107.07 | 715.00 | 0.480 | 343.20
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 0.480 | 343.20
|
| | 0.480 | 343.20
|
| | 0.000 | 0.00
|
| | |
|
0110 4150.00 | 1.21 | 1,040.000 | 1,258.40
|
REINFORCING STEEL FOR HEADWALL | kg | 1,040.000 | 1,258.40
|
| | 1,251.000 | 1,513.74
|
| | 0.000 | 0.00
|
| | |
|
0111 4151.00 | 1.41 | 12,770.000 | 18,005.70
|
REINFORCING STEEL FOR BOX CULVERT | kg | 12,770.000 | 18,005.70
|
| | 12,769.739 | 18,005.33
|
| | 0.000 | 0.00
|
| | |
|
0112 4155.50 | 3.70 | 64.000 | 236.80
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 64.000 | 236.80
|
| | 64.000 | 236.80
|
| | 0.000 | 0.00
|
| | |
|
0113 4157.00 | 7.30 | 22.000 | 160.60
|
REINFORCING STEEL FOR COLLARS | kg | 22.000 | 160.60
|
| | 22.000 | 160.60
|
| | 0.000 | 0.00
|
| | |
|
0114 4200.24 | 1,115.00 | 1.000 | 1,115.00
|
600 mm AUTOMATIC FLOOD CONTROL GATE | EACH | 1.000 | 1,115.00
|
| | 1.000 | 1,115.00
|
| | 0.000 | 0.00
|
| | |
|
0115 4200.48 | 4,253.00 | 2.000 | 8,506.00
|
1200 mm AUTOMATIC FLOOD CONTROL GATE | EACH | 2.000 | 8,506.00
|
| | 2.000 | 8,506.00
|
| | 0.000 | 0.00
|
| | |
|
0116 4310.18 | 185.00 | 1.000 | 185.00
|
450 mm FLARED-END SECTION | EACH | 1.000 | 185.00
|
| | 1.000 | 185.00
|
| | 0.000 | 0.00
|
| | |
|
0117 4310.24 | 238.00 | 21.000 | 4,998.00
|
600 mm FLARED-END SECTION | EACH | 21.000 | 4,998.00
|
| | 21.000 | 4,998.00
|
| | 0.000 | 0.00
|
| | |
|
0118 4310.30 | 425.00 | 1.000 | 425.00
|
750 mm FLARED-END SECTION | EACH | 1.000 | 425.00
|
| | 1.000 | 425.00
|
| | 0.000 | 0.00
|
| | |
|
0119 4310.36 | 382.00 | 5.000 | 1,910.00
|
900 mm FLARED-END SECTION | EACH | 5.000 | 1,910.00
|
| | 5.000 | 1,910.00
|
| | 0.000 | 0.00
|
| | |
|
0120 4310.48 | 561.00 | 2.000 | 1,122.00
|
1200 mm FLARED-END SECTION | EACH | 2.000 | 1,122.00
|
| | 2.000 | 1,122.00
|
| | 0.000 | 0.00
|
| | |
|
0121 4320.24 | 175.00 | 6.000 | 1,050.00
|
600 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 6.000 | 1,050.00
|
| | 2.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
0122 4320.30 | 285.00 | 4.000 | 1,140.00
|
750 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 4.000 | 1,140.00
|
| | 8.000 | 2,280.00
|
| | 0.000 | 0.00
|
| | |
|
0123 4320.48 | 670.00 | 1.000 | 670.00
|
1200 mm ROUND EQUIVALENT FLARED-END SECTION | EACH | 1.000 | 670.00
|
| | 2.000 | 1,340.00
|
| | 0.000 | 0.00
|
| | |
|
0124 6104.00 | 50.00 | 47.000 | 2,350.00
|
BROKEN CONCRETE RIPRAP | Mg | 47.000 | 2,350.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0405 4051.12 | 40.00 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 60.390 | 2,415.60
|
| | 80.264 | 3,210.56
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 301,719.57
|
| | Current | 304,135.17
|
| | In place | 303,537.66
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0125 A001.12 | 375.00 | 12.000 | 4,500.00
|
PULL BOX, TYPE PB-5 | EACH | 12.000 | 4,500.00
|
| | 10.000 | 3,750.00
|
| | 0.000 | 0.00
|
| | |
|
0126 A009.14 | 1,775.00 | 20.000 | 35,500.00
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.25 | EACH | 20.000 | 35,500.00
|
| | 16.000 | 28,400.00
|
| | 0.000 | 0.00
|
| | |
|
0127 A020.30 | 2,400.00 | 3.000 | 7,200.00
|
LIGHTING CONTROL CENTER, TYPE R | EACH | 3.000 | 7,200.00
|
| | 3.000 | 7,200.00
|
| | 0.000 | 0.00
|
| | |
|
0128 A070.10 | 6.00 | 1,089.000 | 6,534.00
|
38 mm CONDUIT IN TRENCH | m | 1,089.000 | 6,534.00
|
| | 1,093.200 | 6,559.20
|
| | 0.000 | 0.00
|
| | |
|
0129 A072.10 | 6.00 | 436.000 | 2,616.00
|
38 mm CONDUIT UNDER ROADWAY | m | 436.000 | 2,616.00
|
| | 138.000 | 828.00
|
| | 0.000 | 0.00
|
| | |
|
0130 A080.22 | 1.00 | 1,525.000 | 1,525.00
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 1,525.000 | 1,525.00
|
| | 1,471.100 | 1,471.10
|
| | 0.000 | 0.00
|
| | |
|
0131 A080.25 | 1.65 | 3,050.000 | 5,032.50
|
STREET LIGHTING CABLE, NO. 6 USE | m | 3,050.000 | 5,032.50
|
| | 2,846.200 | 4,696.23
|
| | 0.000 | 0.00
|
| | |
|
0132 A600.00 | 250.00 | 3.000 | 750.00
|
REMOVE LIGHTING UNIT | EACH | 3.000 | 750.00
|
| | 8.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0133 A700.20 | 500.00 | 7.000 | 3,500.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 7.000 | 3,500.00
|
TYPE A | | 7.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0134 A700.21 | 350.00 | 9.000 | 3,150.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 9.000 | 3,150.00
|
TYPE B | | 6.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
0135 A780.05 | 5,000.00 | 1.000 | 5,000.00
|
TEMPORARY LIGHTING SYSTEM | EACH | 1.000 | 5,000.00
|
AT STA. 138+50 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0136 A780.10 | 6,000.00 | 1.000 | 6,000.00
|
CROSSOVER LIGHTING SYSTEM | EACH | 1.000 | 6,000.00
|
AT STA. 217+44 | | 1.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | |
|
0137 A800.51 | 4.25 | 140.000 | 595.00
|
OPERATION & MAINTENANCE OF CROSSOVER LIGHTING SYSTEM | DAY | 140.000 | 595.00
|
AT STA. 217+44 | | 16.000 | 68.01
|
| | 13.900 | 59.08
|
| | |
|
0138 A800.56 | 3.50 | 151.000 | 528.50
|
OPERATION AND MAINTENANCE OF TEMPORARY LIGHTING SYSTEM | DAY | 151.000 | 528.50
|
AT STA. 138+50 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0139 0030.81 | 1,500.00 | 1.000 | 1,500.00
|
MOBILIZATION | LS | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0406 A070.08 | 42.00 | 0.000 | 0.00
|
38 mm CONDUIT, JACKED | m | 138.500 | 5,817.00
|
38 mm CONDUIT JACKED | | 190.500 | 8,001.00
|
| | 0.000 | 0.00
|
| | |
|
0407 A017.61 | 254.10 | 0.000 | 0.00
|
TRANSFORMER BASE | EACH | 7.000 | 1,778.70
|
Breakaway Transformer Base | | 7.000 | 1,778.70
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 83,931.00
|
| | Current | 91,526.70
|
| | In place | 77,852.24
|
| | This Estimate | 59.08
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0140 0001.08 | 0.50 | 46,600.000 | 23,300.00
|
BARRICADE, TYPE II | BDAY | 46,600.000 | 23,300.00
|
| | 50,796.000 | 25,398.00
|
| | 2,665.000 | 1,332.50
|
| | |
|
0141 0001.10 | 3.15 | 9,726.000 | 30,636.90
|
BARRICADE, TYPE III | BDAY | 9,726.000 | 30,636.90
|
| | 21,151.000 | 66,625.65
|
| | 839.000 | 2,642.85
|
| | |
|
0142 0001.30 | 2.10 | 1,244.000 | 2,612.40
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 1,244.000 | 2,612.40
|
| | 2,784.000 | 5,846.40
|
| | 91.000 | 191.10
|
| | |
|
0143 0001.75 | 2.00 | 120.000 | 240.00
|
TEMPORARY SIGN DAY | EACH | 120.000 | 240.00
|
| | 160.000 | 320.00
|
| | 0.000 | 0.00
|
| | |
|
0144 0001.90 | 0.50 | 37,536.000 | 18,768.00
|
SIGN DAY | EACH | 37,536.000 | 18,768.00
|
| | 56,869.000 | 28,434.50
|
| | 2,080.000 | 1,040.00
|
| | |
|
0145 0002.30 | 2.00 | 500.000 | 1,000.00
|
PAVEMENT MARKING REMOVAL | m | 500.000 | 1,000.00
|
| | 1,984.900 | 3,969.80
|
| | 0.000 | 0.00
|
| | |
|
0146 0002.39 | 1.22 | 18,500.000 | 22,570.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 18,500.000 | 22,570.00
|
| | 1,149.000 | 1,401.78
|
| | 0.000 | 0.00
|
| | |
|
0147 0002.44 | 0.60 | 1,000.000 | 600.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | m | 1,000.000 | 600.00
|
| | 49,706.456 | 29,823.87
|
| | 0.000 | 0.00
|
| | |
|
0148 0002.97 | 12.00 | 615.000 | 7,380.00
|
FLASHING ARROW PANEL | DAY | 615.000 | 7,380.00
|
| | 291.000 | 3,492.00
|
| | 13.000 | 156.00
|
| | |
|
0149 0003.10 | 210.00 | 20.000 | 4,200.00
|
FLAGGING | DAY | 20.000 | 4,200.00
|
| | 331.500 | 69,615.00
|
| | 0.000 | 0.00
|
| | |
|
0150 0003.35 | 6,500.00 | 4.000 | 26,000.00
|
MOBILE TRAFFIC CONTROL OPERATION | DAY | 4.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0151 0010.04 | 5,000.00 | 1.000 | 5,000.00
|
FIELD OFFICE | EACH | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0152 0030.00 | 20,000.00 | 1.000 | 20,000.00
|
MOBILIZATION | LS | 1.000 | 20,000.00
|
| | 1.000 | 20,000.00
|
| | 0.000 | 0.00
|
| | |
|
0153 1017.00 | 45,000.00 | 1.000 | 45,000.00
|
CONSTRUCTION STAKING AND SURVEYING | LS | 1.000 | 45,000.00
|
| | 0.800 | 36,000.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 207,307.30
|
| | Current | 207,307.30
|
| | In place | 295,927.00
|
| | This Estimate | 5,362.45
|
| | |
|
Totals for contract | | Contracted | 9,472,777.74
|
---|
| | Current | 9,557,754.12
|
---|
| | In place | 8,679,006.04
|
---|
| | This Estimate | 245,859.97
|
---|