| | | 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 0030.10 | 35,000.00 | 1.000 | 35,000.00
|
MOBILIZATION | LS | 1.000 | 35,000.00
|
| | 1.000 | 35,000.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1000.00 | 101.00 | 550.000 | 55,550.00
|
LARGE TREE REMOVAL | EACH | 550.000 | 55,550.00
|
| | 144.000 | 14,544.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1009.00 | 6,060.00 | 1.000 | 6,060.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 6,060.00
|
| | 0.950 | 5,757.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1010.00 | 1.19 | 65,424.000 | 77,854.56
|
EXCAVATION | m3 | 65,424.000 | 77,854.56
|
| | 64,491.298 | 76,744.64
|
| | 0.000 | 0.00
|
| | |
|
0005 1010.10 | 2.95 | 80,143.000 | 236,421.85
|
EXCAVATION, BORROW | m3 | 80,143.000 | 236,421.85
|
| | 66,868.910 | 197,263.28
|
| | 0.000 | 0.00
|
| | |
|
0006 1011.00 | 1.01 | 7,279.000 | 7,351.79
|
WATER | kL | 7,279.000 | 7,351.79
|
| | 1,155.100 | 1,166.65
|
| | 519.100 | 524.29
|
| | |
|
0007 1012.00 | 59.59 | 215.000 | 12,811.85
|
RIGHT-OF-WAY MARKERS | EACH | 215.000 | 12,811.85
|
| | 173.000 | 10,309.07
|
| | 0.000 | 0.00
|
| | |
|
0008 1090.00 | 505.00 | 1.000 | 505.00
|
ABANDON WELLS | EACH | 1.000 | 505.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1102.00 | 3.00 | 3,716.000 | 11,148.00
|
REMOVE ASPHALT SURFACE | m2 | 3,716.000 | 11,148.00
|
| | 2,951.920 | 8,855.76
|
| | 345.000 | 1,035.00
|
| | |
|
0010 1106.00 | 2.53 | 1,355.000 | 3,428.15
|
REMOVE DRIVEWAY | m2 | 1,355.000 | 3,428.15
|
| | 468.390 | 1,185.03
|
| | 386.500 | 977.85
|
| | |
|
0011 1108.00 | 10.10 | 65.700 | 663.57
|
REMOVE COMBINATION CURB AND GUTTER | m | 65.700 | 663.57
|
| | 128.100 | 1,293.81
|
| | 59.900 | 604.99
|
| | |
|
0012 1114.00 | 606.00 | 1.000 | 606.00
|
REMOVE RETAINING WALL | EACH | 1.000 | 606.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1701.24 | 50.50 | 321.000 | 16,210.50
|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | m | 321.000 | 16,210.50
|
| | 293.000 | 14,796.50
|
| | 0.000 | 0.00
|
| | |
|
0014 L006.00 | 151.50 | 33.000 | 4,999.50
|
COVER CROP SEEDING | ha | 33.000 | 4,999.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 L020.01 | 5.45 | 9,490.000 | 51,720.50
|
EROSION CONTROL, TYPE A | m2 | 9,490.000 | 51,720.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 L020.03 | 2.22 | 13,129.000 | 29,146.38
|
EROSION CONTROL, TYPE C | m2 | 13,129.000 | 29,146.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 L020.08 | 5.56 | 4,167.000 | 23,168.52
|
EROSION CONTROL, TYPE AA | m2 | 4,167.000 | 23,168.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 L020.09 | 12.12 | 429.000 | 5,199.48
|
EROSION CONTROL, TYPE AAA | m2 | 429.000 | 5,199.48
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 L020.10 | 1.77 | 5,886.000 | 10,418.22
|
EROSION CONTROL, TYPE HV | m2 | 5,886.000 | 10,418.22
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 L021.01 | 16.16 | 402.000 | 6,496.32
|
EROSION CHECKS, TYPE A | BALE | 402.000 | 6,496.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 L021.03 | 16.16 | 456.000 | 7,368.96
|
EROSION CHECKS, TYPE C | BALE | 456.000 | 7,368.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 L021.06 | 13.13 | 1,488.000 | 19,537.44
|
EROSION CHECKS, TYPE HV | BALE | 1,488.000 | 19,537.44
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 L021.21 | 16.67 | 276.000 | 4,600.92
|
EROSION CHECKS, TYPE AA | BALE | 276.000 | 4,600.92
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 L022.00 | 5.10 | 165.000 | 841.50
|
FABRIC SILT CHECKS | m | 165.000 | 841.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 L022.11 | 5.96 | 5,088.000 | 30,324.48
|
FABRIC SILT FENCE-LOW POROSITY | m | 5,088.000 | 30,324.48
|
| | 4,321.600 | 25,756.74
|
| | 0.000 | 0.00
|
| | |
|
0026 L022.13 | 9.60 | 44.000 | 422.40
|
FABRIC SILT FENCE-LOW PROFILE HIGH POROSITY | m | 44.000 | 422.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 L022.75 | 14.65 | 1,907.000 | 27,937.55
|
TEMPORARY SILT CHECK | m | 1,907.000 | 27,937.55
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4002 1101.25 | 8.40 | 0.000 | 0.00
|
SAWING PAVEMENT | m | 40.000 | 336.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 685,793.44
|
| | Current | 686,129.44
|
| | In place | 392,672.48
|
| | This Estimate | 3,142.13
|
| | |
|
GROUP 4 CULVERTS | | |
|
0028 0030.40 | 3,535.00 | 1.000 | 3,535.00
|
MOBILIZATION | LS | 1.000 | 3,535.00
|
| | 1.000 | 3,535.00
|
| | 0.000 | 0.00
|
| | |
|
0029 1043.50 | 2.61 | 27.000 | 70.47
|
RIPRAP FILTER FABRIC | m2 | 27.000 | 70.47
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 4002.00 | 2.88 | 969.000 | 2,790.72
|
CAST IRON COVER AND FRAME | kg | 969.000 | 2,790.72
|
| | 794.480 | 2,288.10
|
| | 794.480 | 2,288.10
|
| | |
|
0031 4004.50 | 2.58 | 515.000 | 1,328.70
|
CAST IRON GRATE AND FRAME | kg | 515.000 | 1,328.70
|
| | 391.400 | 1,009.81
|
| | 391.400 | 1,009.81
|
| | |
|
0032 4018.00 | 469.65 | 6.000 | 2,817.90
|
TAPPING EXISTING STRUCTURE | EACH | 6.000 | 2,817.90
|
| | 5.000 | 2,348.25
|
| | 0.000 | 0.00
|
| | |
|
0033 4040.00 | 98.98 | 40.000 | 3,959.20
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 40.000 | 3,959.20
|
| | 33.000 | 3,266.34
|
| | 0.000 | 0.00
|
| | |
|
0034 4044.00 | 2,004.85 | 1.000 | 2,004.85
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 2,004.85
|
AT STA. 406+69.5 | | 1.000 | 2,004.85
|
| | 0.000 | 0.00
|
| | |
|
0035 4050.01 | 7.42 | 713.000 | 5,290.46
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 747.710 | 5,548.01
|
| | 916.970 | 6,803.92
|
| | 0.000 | 0.00
|
| | |
|
0036 4051.01 | 12.12 | 10.000 | 121.20
|
EXCAVATION FOR BOX CULVERTS | m3 | 10.000 | 121.20
|
| | 141.565 | 1,715.77
|
| | 0.000 | 0.00
|
| | |
|
0037 4101.06 | 348.45 | 15.000 | 5,226.75
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 15.000 | 5,226.75
|
| | 15.000 | 5,226.76
|
| | 0.000 | 0.00
|
| | |
|
0038 4105.59 | 489.85 | 34.300 | 16,801.86
|
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX | m3 | 34.300 | 16,801.86
|
| | 42.404 | 20,771.60
|
| | 32.827 | 16,080.31
|
| | |
|
0039 4151.00 | 1.26 | 738.000 | 929.88
|
REINFORCING STEEL FOR BOX CULVERT | kg | 738.000 | 929.88
|
| | 738.000 | 929.88
|
| | 0.000 | 0.00
|
| | |
|
0040 4155.50 | 1.17 | 1,229.000 | 1,437.93
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | kg | 1,229.000 | 1,437.93
|
| | 788.000 | 921.96
|
| | 788.000 | 921.96
|
| | |
|
0041 4310.12 | 187.86 | 2.000 | 375.72
|
300 mm FLARED-END SECTION | EACH | 2.000 | 375.72
|
| | 2.000 | 375.72
|
| | 0.000 | 0.00
|
| | |
|
0042 4310.24 | 198.97 | 33.000 | 6,566.01
|
600 mm FLARED-END SECTION | EACH | 33.000 | 6,566.01
|
| | 32.000 | 6,367.04
|
| | 0.000 | 0.00
|
| | |
|
0043 4310.30 | 257.55 | 2.000 | 515.10
|
750 mm FLARED-END SECTION | EACH | 2.000 | 515.10
|
| | 2.000 | 515.10
|
| | 0.000 | 0.00
|
| | |
|
0044 4310.36 | 368.65 | 2.000 | 737.30
|
900 mm FLARED-END SECTION | EACH | 2.000 | 737.30
|
| | 2.000 | 737.30
|
| | 0.000 | 0.00
|
| | |
|
0045 4310.42 | 646.40 | 2.000 | 1,292.80
|
1050 mm FLARED-END SECTION | EACH | 2.000 | 1,292.80
|
| | 2.000 | 1,292.80
|
| | 0.000 | 0.00
|
| | |
|
0046 4310.60 | 722.15 | 4.000 | 2,888.60
|
1500 mm FLARED-END SECTION | EACH | 4.000 | 2,888.60
|
| | 4.000 | 2,888.60
|
| | 0.000 | 0.00
|
| | |
|
0047 6105.01 | 34.85 | 16.000 | 557.60
|
ROCK RIPRAP, TYPE A | Mg | 16.000 | 557.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 P200.60 | 299.97 | 117.000 | 35,096.49
|
1500 mm CULVERT PIPE, TYPE 2 OR 5 | m | 117.000 | 35,096.49
|
| | 132.180 | 39,650.03
|
| | 0.000 | 0.00
|
| | |
|
0049 P300.24 | 66.16 | 161.000 | 10,651.76
|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 178.300 | 11,796.33
|
| | 182.220 | 12,055.68
|
| | 0.000 | 0.00
|
| | |
|
0050 P300.30 | 80.17 | 9.900 | 793.68
|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 9.900 | 793.68
|
| | 9.900 | 793.68
|
| | 0.000 | 0.00
|
| | |
|
0051 P300.36 | 88.52 | 9.900 | 876.35
|
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 9.900 | 876.35
|
| | 9.900 | 876.35
|
| | 0.000 | 0.00
|
| | |
|
0052 P300.42 | 115.39 | 15.400 | 1,777.01
|
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 15.400 | 1,777.01
|
| | 15.400 | 1,777.01
|
| | 0.000 | 0.00
|
| | |
|
0053 P400.24 | 97.21 | 49.500 | 4,811.89
|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | m | 49.500 | 4,811.89
|
| | 52.600 | 5,113.24
|
| | 0.000 | 0.00
|
| | |
|
0054 P700.12 | 78.11 | 590.600 | 46,131.77
|
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | m | 590.600 | 46,131.77
|
| | 611.300 | 47,748.64
|
| | 0.000 | 0.00
|
| | |
|
4000 4180.00 | 315.00 | 0.000 | 0.00
|
CONCRETE COLLAR | EACH | 2.000 | 630.00
|
Sta. 391+57.4 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 4976.05 | 183.75 | 0.000 | 0.00
|
ADDITIONAL WORK | LS | 1.000 | 183.75
|
Cutting off & Disposing of 0.45m length C.M. Pipe | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
6000 4061.01 | 12.12 | 0.000 | 0.00
|
EXCAVATION OF UNSUITABLE MATERIAL | m3 | 4.870 | 59.02
|
AT BOX CULVERT | | 5.510 | 66.78
|
| | 0.000 | 0.00
|
| | |
|
6001 4051.12 | 34.845 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 4.870 | 169.70
|
| | 5.510 | 192.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 159,386.99
|
| | Current | 161,831.58
|
| | In place | 171,272.21
|
| | This Estimate | 20,300.18
|
| | |
|
GROUP 5 SEEDING | | |
|
0055 0030.50 | 3,030.00 | 1.000 | 3,030.00
|
MOBILIZATION | LS | 1.000 | 3,030.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 L001.01 | 1,391.78 | 21.000 | 29,227.38
|
SEEDING, TYPE A | ha | 21.000 | 29,227.38
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 L001.02 | 983.74 | 12.000 | 11,804.88
|
SEEDING, TYPE B | ha | 12.000 | 11,804.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 L010.00 | 7.07 | 970.000 | 6,857.90
|
SODDING | m2 | 970.000 | 6,857.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 L032.75 | 70.70 | 149.000 | 10,534.30
|
MULCH | Mg | 149.000 | 10,534.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 61,454.46
|
| | Current | 61,454.46
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0060 0002.55 | 22.73 | 519.000 | 11,796.87
|
OVERLAY BROKEN LINES | StaM | 519.000 | 11,796.87
|
| | 173.402 | 3,941.43
|
| | 151.652 | 3,447.05
|
| | |
|
0061 0002.60 | 22.73 | 1,038.000 | 23,593.74
|
OVERLAY SOLID LINES | StaM | 1,038.000 | 23,593.74
|
| | 290.412 | 6,601.07
|
| | 246.912 | 5,612.31
|
| | |
|
0062 0030.90 | 53,000.00 | 1.000 | 53,000.00
|
MOBILIZATION | LS | 1.000 | 53,000.00
|
| | 0.500 | 26,500.00
|
| | 0.500 | 26,500.00
|
| | |
|
0063 2001.00 | 10.61 | 2,022.000 | 21,453.42
|
GRAVEL SURFACE COURSE | m3 | 2,022.000 | 21,453.42
|
| | 871.351 | 9,245.03
|
| | 0.000 | 0.00
|
| | |
|
0064 2009.10 | 404.00 | 6.000 | 2,424.00
|
GRAVEL EMBEDMENT | StaM | 6.000 | 2,424.00
|
| | 0.600 | 242.40
|
| | 0.000 | 0.00
|
| | |
|
0065 2021.00 | 50.50 | 8.000 | 404.00
|
MAILBOX POST | EACH | 8.000 | 404.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 3011.21 | 77.77 | 3.600 | 279.97
|
CONCRETE CLASS 47B-20 CURB TYPE I | m | 3.600 | 279.97
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 3014.10 | 77.12 | 484.700 | 37,380.06
|
COMBINATION CONCRETE CLASS 47B-20 CURB AND GUTTER | m | 484.700 | 37,380.06
|
| | 123.920 | 9,556.71
|
| | 123.920 | 9,556.71
|
| | |
|
0068 3016.21 | 31.31 | 179.000 | 5,604.49
|
CONCRETE CLASS 47B-20 SIDEWALKS | m2 | 179.000 | 5,604.49
|
| | 3.323 | 104.04
|
| | 3.323 | 104.04
|
| | |
|
0069 3020.26 | 36.36 | 603.000 | 21,925.08
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 603.000 | 21,925.08
|
| | 87.475 | 3,180.59
|
| | 87.475 | 3,180.59
|
| | |
|
0070 3075.11 | 36.36 | 61.000 | 2,217.96
|
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 61.000 | 2,217.96
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4015.00 | 252.50 | 2.000 | 505.00
|
ADJUST MANHOLE TO GRADE | EACH | 2.000 | 505.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4024.70 | 1,872.54 | 1.000 | 1,872.54
|
CONCRETE FLUME, TYPE I | EACH | 1.000 | 1,872.54
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 7512.04 | 25.25 | 35.000 | 883.75
|
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 35.000 | 883.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 7530.48 | 454.50 | 2.000 | 909.00
|
RAILROAD CROSSING SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 2.000 | 909.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 8111.00 | 140.07 | 293.298 | 41,082.25
|
SHOULDER SUBGRADE PREPARATION | StaM | 293.298 | 41,082.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 9000.75 | 13.31 | 500.000 | 6,655.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 500.000 | 6,655.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 9005.00 | 42.22 | 500.000 | 21,110.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 4,222.00
|
SP4(12.5) | | 27.640 | 1,166.96
|
| | 0.000 | 0.00
|
| | |
|
0078 9005.23 | 13.31 | 26,690.000 | 355,243.90
|
ASPHALTIC CONCRETE, TYPE SPS | Mg | 26,690.000 | 355,243.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 9005.45 | 18.27 | 45,550.000 | 832,198.50
|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | Mg | 45,550.000 | 832,198.50
|
| | 3,545.310 | 64,772.81
|
| | 1,583.220 | 28,925.43
|
| | |
|
0080 9009.00 | 2.91 | 3,258.000 | 9,480.78
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 3,258.000 | 9,480.78
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0081 9020.92 | 225.00 | 27.000 | 6,075.00
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | Mg | 27.000 | 6,075.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0082 9021.01 | 225.00 | 2,486.700 | 559,507.50
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 2,465.500 | 554,737.50
|
| | 193.567 | 43,552.58
|
| | 81.935 | 18,435.38
|
| | |
|
0083 9021.03 | 225.00 | 1,441.260 | 324,283.50
|
PERFORMANCE GRADED BINDER (58-28) | Mg | 1,441.260 | 324,283.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9030.00 | 12.22 | 121.000 | 1,478.62
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 121.000 | 1,478.62
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0085 9034.00 | 1.91 | 3,922.000 | 7,491.02
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 3,922.000 | 7,491.02
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 9053.00 | 0.24 | 139,871.000 | 33,569.04
|
TACK COAT | L | 139,871.000 | 33,569.04
|
| | 3,319.500 | 796.68
|
| | 0.000 | 0.00
|
| | |
|
0087 9111.00 | 1.01 | 464.000 | 468.64
|
WATER | kL | 464.000 | 468.64
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0088 9170.00 | 181.80 | 32.640 | 5,933.95
|
EARTH SHOULDER CONSTRUCTION | StaM | 32.640 | 5,933.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0089 9173.00 | 404.00 | 38.170 | 15,420.68
|
SUBGRADE PREPARATION | StaM | 38.170 | 15,420.68
|
| | 28.516 | 11,520.46
|
| | 28.516 | 11,520.46
|
| | |
|
0090 9179.23 | 258.25 | 136.879 | 35,349.00
|
COLD MILLING, CLASS 3 | StaM | 136.879 | 35,349.00
|
| | 135.332 | 34,949.49
|
| | 135.332 | 34,949.49
|
| | |
|
0091 9179.24 | 678.54 | 28.300 | 19,202.68
|
COLD MILLING, CLASS 4 | StaM | 28.300 | 19,202.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0092 9179.33 | 0.70 | 12,552.000 | 8,786.40
|
COLD MILLING, CLASS 3 | m2 | 12,552.000 | 8,786.40
|
TYPE A | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0093 9300.52 | 3,000.00 | 1.000 | 3,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0094 W600.03 | 124.96 | 3.000 | 374.88
|
ADJUST VALVE BOX TO GRADE | EACH | 3.000 | 374.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4003 9005.01 | 32.09 | 0.000 | 0.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 400.000 | 12,836.00
|
SP1(12.5) | | 273.720 | 8,783.68
|
| | 0.000 | 0.00
|
| | |
|
4004 9021.01 | 235.00 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | Mg | 16.800 | 3,948.00
|
for SP1(12.5) | | 12.506 | 2,938.91
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 2,470,961.23
|
| | Current | 2,466,087.23
|
| | In place | 227,852.84
|
| | This Estimate | 142,231.46
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0095 0001.08 | 0.50 | 34,900.000 | 17,450.00
|
BARRICADE, TYPE II | BDAY | 34,900.000 | 17,450.00
|
| | 436.000 | 218.00
|
| | 357.000 | 178.50
|
| | |
|
0096 0001.10 | 2.02 | 2,364.000 | 4,775.28
|
BARRICADE, TYPE III | BDAY | 2,368.000 | 4,783.36
|
| | 2,282.000 | 4,609.64
|
| | 569.000 | 1,149.38
|
| | |
|
0097 0001.75 | 2.27 | 660.000 | 1,498.20
|
TEMPORARY SIGN DAY | EACH | 660.000 | 1,498.20
|
| | 236.000 | 535.72
|
| | 228.000 | 517.56
|
| | |
|
0098 0001.90 | 0.25 | 13,668.000 | 3,417.00
|
SIGN DAY | EACH | 13,668.000 | 3,417.00
|
| | 8,665.000 | 2,166.25
|
| | 1,764.000 | 441.00
|
| | |
|
0099 0001.98 | 2.27 | 224.000 | 508.48
|
CONTRACTOR FURNISHED SIGN | EACH | 224.000 | 508.48
|
| | 159.000 | 360.93
|
| | 0.000 | 0.00
|
| | |
|
0100 0002.30 | 1.01 | 120.000 | 121.20
|
PAVEMENT MARKING REMOVAL | m | 120.000 | 121.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0101 0002.39 | 2.93 | 80.000 | 234.40
|
TEMPORARY PAVEMENT MARKING, TYPE II | m | 80.000 | 234.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0102 0003.10 | 176.55 | 110.000 | 19,420.50
|
FLAGGING | DAY | 112.000 | 19,773.60
|
| | 39.000 | 6,885.45
|
| | 13.000 | 2,295.15
|
| | |
|
0103 0003.20 | 228.75 | 50.000 | 11,437.50
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 50.000 | 11,437.50
|
| | 6.000 | 1,372.50
|
| | 4.000 | 915.00
|
| | |
|
0104 0003.70 | 252.50 | 2.000 | 505.00
|
TEMPORARY RUMBLE STRIP | EACH | 2.000 | 505.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0105 0003.75 | 7,878.00 | 1.000 | 7,878.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 7,878.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0106 0010.04 | 381.58 | 1.000 | 381.58
|
FIELD OFFICE | EACH | 1.000 | 381.58
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0107 0030.00 | 7,500.00 | 1.000 | 7,500.00
|
MOBILIZATION | LS | 1.000 | 7,500.00
|
| | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
0108 9110.01 | 50.00 | 250.000 | 12,500.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 250.000 | 12,500.00
|
| | 11.000 | 550.00
|
| | 0.000 | 0.00
|
| | |
|
0109 9110.02 | 50.00 | 55.000 | 2,750.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 55.000 | 2,750.00
|
| | 22.250 | 1,112.50
|
| | 0.000 | 0.00
|
| | |
|
0110 9110.03 | 45.00 | 250.000 | 11,250.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 250.000 | 11,250.00
|
| | 23.250 | 1,046.25
|
| | 0.000 | 0.00
|
| | |
|
0111 9110.06 | 70.00 | 150.000 | 10,500.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 150.000 | 10,500.00
|
| | 18.500 | 1,295.00
|
| | 0.000 | 0.00
|
| | |
|
0112 9110.07 | 35.00 | 250.000 | 8,750.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 250.000 | 8,750.00
|
| | 21.250 | 743.75
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 120,877.14
|
| | Current | 121,238.32
|
| | In place | 28,395.99
|
| | This Estimate | 5,496.59
|
| | |
|
Totals for contract | | Contracted | 3,498,473.27
|
---|
| | Current | 3,496,741.03
|
---|
| | In place | 820,193.52
|
---|
| | This Estimate | 171,170.36
|
---|