| | | 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 L020.00 | 1.55 | 4,493.000 | 6,964.15
|
EROSION CONTROL | m2 | 4,493.000 | 6,964.15
|
| | 8,569.790 | 13,283.17
|
| | 0.000 | 0.00
|
| | |
|
0002 L020.03 | 2.30 | 2,590.000 | 5,957.00
|
EROSION CONTROL, TYPE C | m2 | 2,590.000 | 5,957.00
|
| | 2,422.700 | 5,572.21
|
| | 0.000 | 0.00
|
| | |
|
0003 L020.10 | 1.75 | 2,160.000 | 3,780.00
|
EROSION CONTROL, TYPE HV | m2 | 2,160.000 | 3,780.00
|
| | 2,012.200 | 3,521.35
|
| | 0.000 | 0.00
|
| | |
|
0004 L021.03 | 20.70 | 126.000 | 2,608.20
|
EROSION CHECKS, TYPE C | BALE | 126.000 | 2,608.20
|
| | 135.000 | 2,794.50
|
| | 0.000 | 0.00
|
| | |
|
0005 L021.06 | 20.70 | 72.000 | 1,490.40
|
EROSION CHECKS, TYPE HV | BALE | 72.000 | 1,490.40
|
| | 72.000 | 1,490.40
|
| | 0.000 | 0.00
|
| | |
|
0006 L022.75 | 15.50 | 129.000 | 1,999.50
|
TEMPORARY SILT CHECK | m | 129.000 | 1,999.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 0030.10 | 4,000.00 | 1.000 | 4,000.00
|
MOBILIZATION | LS | 1.000 | 4,000.00
|
| | 1.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1009.00 | 7,450.00 | 1.000 | 7,450.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 7,450.00
|
| | 1.000 | 7,450.00
|
| | 0.000 | 0.00
|
| | |
|
0009 1011.00 | 3.75 | 430.000 | 1,612.50
|
WATER | kL | 203.000 | 761.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 1012.00 | 67.25 | 8.000 | 538.00
|
RIGHT-OF-WAY MARKERS | EACH | 15.000 | 1,008.75
|
| | 15.000 | 1,008.75
|
| | 0.000 | 0.00
|
| | |
|
0011 1030.00 | 7.00 | 6,014.000 | 42,098.00
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 6,014.000 | 42,098.00
|
| | 6,014.000 | 42,098.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1033.00 | 1,915.00 | 7.480 | 14,324.20
|
ROADWAY GRADING | StaM | 7.480 | 14,324.20
|
| | 7.480 | 14,324.20
|
| | 0.000 | 0.00
|
| | |
|
0013 1101.00 | 2.95 | 11,988.380 | 35,365.72
|
REMOVE PAVEMENT | m2 | 11,988.380 | 35,365.72
|
| | 11,976.986 | 35,332.12
|
| | 0.000 | 0.00
|
| | |
|
0014 1102.00 | 7.60 | 92.000 | 699.20
|
REMOVE ASPHALT SURFACE | m2 | 92.000 | 699.20
|
| | 123.061 | 935.26
|
| | 0.000 | 0.00
|
| | |
|
0015 1106.00 | 7.60 | 180.500 | 1,371.80
|
REMOVE DRIVEWAY | m2 | 180.500 | 1,371.80
|
| | 204.422 | 1,553.61
|
| | 0.000 | 0.00
|
| | |
|
0016 1109.00 | 10.00 | 952.100 | 9,521.00
|
REMOVE CURB | m | 952.100 | 9,521.00
|
| | 944.930 | 9,449.30
|
| | 0.000 | 0.00
|
| | |
|
0017 1122.01 | 3.50 | 1,074.700 | 3,761.45
|
REMOVE CONCRETE MEDIAN SURFACING | m2 | 1,074.700 | 3,761.45
|
| | 133.586 | 467.55
|
| | 0.000 | 0.00
|
| | |
|
0018 1122.30 | 330.00 | 1.000 | 330.00
|
REMOVE ISLAND NOSE | EACH | 1.000 | 330.00
|
| | 2.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0019 7017.00 | 8.70 | 885.940 | 7,707.68
|
REMOVE GUARDRAIL | m | 885.940 | 7,707.68
|
| | 891.740 | 7,758.14
|
| | 0.000 | 0.00
|
| | |
|
4013 1030.00 | 8.40 | 0.000 | 0.00
|
EARTHWORK MEASURED IN EMBANKMENT | m3 | 2,010.000 | 16,884.00
|
Earthwork Measured in Embankment (Revised Price) | | 2,010.000 | 16,884.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 151,578.80
|
| | Current | 168,082.30
|
| | In place | 168,582.56
|
| | This Estimate | 0.00
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | |
|
0020 0030.30 | 143,000.00 | 1.000 | 143,000.00
|
MOBILIZATION | LS | 1.000 | 143,000.00
|
| | 1.000 | 143,000.00
|
| | 0.000 | 0.00
|
| | |
|
0021 2010.03 | 19.70 | 1,078.000 | 21,236.60
|
CRUSHED ROCK SURFACE COURSE | Mg | 1,078.000 | 21,236.60
|
| | 1,851.532 | 36,475.18
|
| | 0.000 | 0.00
|
| | |
|
0022 2021.00 | 49.10 | 11.000 | 540.10
|
MAILBOX POST | EACH | 11.000 | 540.10
|
| | 11.000 | 540.10
|
| | 0.000 | 0.00
|
| | |
|
0023 3008.05 | 4.25 | 26,011.000 | 110,546.75
|
TIE BARS | EACH | 26,011.000 | 110,546.75
|
| | 25,944.000 | 110,262.00
|
| | 0.000 | 0.00
|
| | |
|
0024 3008.20 | 14.35 | 802.000 | 11,508.70
|
CROSS STITCHING | EACH | 802.000 | 11,508.70
|
| | 500.000 | 7,175.00
|
| | 0.000 | 0.00
|
| | |
|
0025 3020.26 | 39.20 | 145.100 | 5,687.92
|
CONCRETE CLASS 47B-25 DRIVEWAY | m2 | 145.100 | 5,687.92
|
| | 154.456 | 6,054.67
|
| | 0.000 | 0.00
|
| | |
|
0026 3040.11 | 133.60 | 56.000 | 7,481.60
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | m2 | 56.000 | 7,481.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 3040.12 | 85.40 | 210.500 | 17,976.70
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 210.500 | 17,976.70
|
| | 173.865 | 14,848.08
|
| | 0.000 | 0.00
|
| | |
|
0028 3040.13 | 77.10 | 1,531.300 | 118,063.23
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 1,531.300 | 118,063.23
|
| | 3,152.548 | 243,061.45
|
| | 0.000 | 0.00
|
| | |
|
0029 3040.18 | 261.10 | 88.100 | 23,002.91
|
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | m2 | 88.100 | 23,002.91
|
| | 41.356 | 10,798.06
|
| | 0.000 | 0.00
|
| | |
|
0030 3075.31 | 25.10 | 25,243.000 | 633,599.30
|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 25,243.000 | 633,599.30
|
| | 26,796.078 | 672,581.55
|
| | 0.000 | 0.00
|
| | |
|
0031 3075.41 | 27.90 | 15,590.600 | 434,977.74
|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | m2 | 15,590.600 | 434,977.74
|
| | 18,114.603 | 505,397.42
|
| | 0.000 | 0.00
|
| | |
|
0032 3089.50 | 4.70 | 3,257.000 | 15,307.90
|
SURFACE PREPARATION | m2 | 3,257.000 | 15,307.90
|
| | 2,983.175 | 14,020.92
|
| | 0.000 | 0.00
|
| | |
|
0033 3089.67 | 96.50 | 544.770 | 52,570.31
|
BONDED CONCRETE OVERLAY | m3 | 544.770 | 52,570.31
|
| | 550.653 | 53,138.01
|
| | 0.000 | 0.00
|
| | |
|
0034 3089.70 | 126.20 | 39.310 | 4,960.92
|
FIBER REINFORCED CONCRETE OVERLAY | m3 | 39.310 | 4,960.92
|
| | 32.758 | 4,134.06
|
| | 0.000 | 0.00
|
| | |
|
0035 3089.75 | 7.10 | 4,144.000 | 29,422.40
|
CONCRETE OVERLAY PLACEMENT | m2 | 4,144.000 | 29,422.40
|
| | 3,793.530 | 26,934.06
|
| | 0.000 | 0.00
|
| | |
|
0036 3091.19 | 44.85 | 510.000 | 22,873.50
|
230 mm CONCRETE PAVEMENT, CLASS 47B-HE-25 | m2 | 510.000 | 22,873.50
|
| | 377.884 | 16,948.09
|
| | 0.000 | 0.00
|
| | |
|
0037 3210.10 | 2.60 | 102,309.000 | 266,003.40
|
DIAMOND GRINDING AND TEXTURING CONCRETE PAVEMENT | m2 | 102,309.000 | 266,003.40
|
| | 104,076.125 | 270,597.94
|
| | 0.000 | 0.00
|
| | |
|
0038 3211.00 | 3.70 | 36,254.000 | 134,139.80
|
SEALING TRANSVERSE JOINT | m | 36,254.000 | 134,139.80
|
| | 36,815.000 | 136,215.50
|
| | 0.000 | 0.00
|
| | |
|
0039 3211.10 | 3.40 | 627.000 | 2,131.80
|
SEALING TRANSVERSE WORKING CRACK | m | 627.000 | 2,131.80
|
| | 790.400 | 2,687.36
|
| | 0.000 | 0.00
|
| | |
|
0040 3221.05 | 94.05 | 332.400 | 31,262.22
|
CONCRETE PAVEMENT, CLASS PR-25 | m2 | 332.400 | 31,262.22
|
JOINT REPAIR | | 498.815 | 46,913.55
|
| | 0.000 | 0.00
|
| | |
|
0041 3275.20 | 4.70 | 9,931.000 | 46,675.70
|
CRUSH CONCRETE PAVEMENT | m2 | 9,931.000 | 46,675.70
|
| | 10,355.520 | 48,670.94
|
| | 0.000 | 0.00
|
| | |
|
0042 3300.50 | 3,000.00 | 1.000 | 3,000.00
|
PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 3,000.00
|
| | 1.000 | 3,000.00
|
| | 0.000 | 0.00
|
| | |
|
0043 7502.04 | 6.25 | 350.000 | 2,187.50
|
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 350.000 | 2,187.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 7503.04 | 6.50 | 3,300.000 | 21,450.00
|
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 3,300.000 | 21,450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 7509.04 | 20.20 | 210.000 | 4,242.00
|
300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 210.000 | 4,242.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 8029.04 | 6.15 | 6,551.000 | 40,288.65
|
AGGREGATE FOUNDATION COURSE 100 mm | m2 | 6,551.000 | 40,288.65
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 8029.06 | 9.70 | 26,121.000 | 253,373.70
|
AGGREGATE FOUNDATION COURSE 150 mm | m2 | 26,121.000 | 253,373.70
|
| | 22,835.047 | 221,499.96
|
| | 0.000 | 0.00
|
| | |
|
0048 8032.04 | 1.90 | 7,480.000 | 14,212.00
|
CRUSHED CONCRETE FOUNDATION COURSE 100 mm | m2 | 7,480.000 | 14,212.00
|
| | 13,286.649 | 25,244.64
|
| | 0.000 | 0.00
|
| | |
|
0049 8032.06 | 3.30 | 6,000.000 | 19,800.00
|
CRUSHED CONCRETE FOUNDATION COURSE 150 mm | m2 | 6,000.000 | 19,800.00
|
| | 9,477.108 | 31,274.46
|
| | 0.000 | 0.00
|
| | |
|
0050 8060.05 | 50.35 | 297.000 | 14,953.95
|
GRANULAR SUBDRAIN | EACH | 297.000 | 14,953.95
|
| | 296.000 | 14,903.60
|
| | 0.000 | 0.00
|
| | |
|
0051 9034.00 | 3.45 | 145.000 | 500.25
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 145.000 | 500.25
|
| | 154.456 | 532.87
|
| | 0.000 | 0.00
|
| | |
|
0052 9110.01 | 66.00 | 10.000 | 660.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 660.00
|
| | 5.000 | 330.00
|
| | 0.000 | 0.00
|
| | |
|
0053 9110.02 | 65.00 | 10.000 | 650.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 650.00
|
| | 32.300 | 2,099.50
|
| | 0.000 | 0.00
|
| | |
|
0054 9110.03 | 45.00 | 10.000 | 450.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 450.00
|
| | 25.000 | 1,125.00
|
| | 0.000 | 0.00
|
| | |
|
0055 9110.07 | 38.00 | 10.000 | 380.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 380.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 9111.00 | 4.00 | 1,653.000 | 6,612.00
|
WATER | kL | 1,653.000 | 6,612.00
|
| | 400.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | |
|
0057 9170.00 | 136.00 | 341.748 | 46,477.73
|
EARTH SHOULDER CONSTRUCTION | StaM | 341.748 | 46,477.73
|
| | 341.748 | 46,477.73
|
| | 0.000 | 0.00
|
| | |
|
0058 9173.20 | 2.70 | 46,152.000 | 124,610.40
|
SUBGRADE PREPARATION | m2 | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 9188.50 | 14.80 | 5,378.000 | 79,594.40
|
SURFACING UNDER GUARDRAIL | m2 | 5,378.000 | 79,594.40
|
| | 5,128.757 | 75,905.60
|
| | 0.000 | 0.00
|
| | |
|
4012 9173.20 | 2.38 | 0.000 | 0.00
|
SUBGRADE PREPARATION | m2 | 46,152.000 | 109,841.76
|
Subgrade Preparation (REVISED) | | 45,288.565 | 107,786.78
|
| | 0.000 | 0.00
|
| | |
|
4014 3030.99 | 6.94 | 0.000 | 0.00
|
CRUSHED CONCRETE BASE COURSE | Mg | 1,576.500 | 10,940.91
|
Furnishing & Hauling Crushed Concrete | | 1,576.500 | 10,940.91
|
| | 1,576.500 | 10,940.91
|
| | |
|
GROUP 3 CONCRETE PAVEMENT | | Contracted | 2,766,412.08
|
| | Current | 2,762,584.35
|
| | In place | 2,913,174.99
|
| | This Estimate | 10,940.91
|
| | |
|
GROUP 4 CULVERTS | | |
|
0060 0030.40 | 5,000.00 | 1.000 | 5,000.00
|
MOBILIZATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0061 4040.00 | 120.00 | 17.000 | 2,040.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 18.000 | 2,160.00
|
| | 16.000 | 1,920.00
|
| | 0.000 | 0.00
|
| | |
|
0062 4044.00 | 1,300.00 | 1.000 | 1,300.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,300.00
|
AT STA. 282+04.04 | | 1.000 | 1,300.00
|
| | 0.000 | 0.00
|
| | |
|
0063 4044.01 | 1,525.00 | 1.000 | 1,525.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,525.00
|
AT STA. 284+41.88 | | 1.000 | 1,525.00
|
| | 0.000 | 0.00
|
| | |
|
0064 4050.01 | 21.80 | 53.000 | 1,155.40
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | m3 | 1,401.000 | 30,541.80
|
| | 98.700 | 2,151.66
|
| | 0.000 | 0.00
|
| | |
|
0065 4051.01 | 21.80 | 31.000 | 675.80
|
EXCAVATION FOR BOX CULVERTS | m3 | 31.000 | 675.80
|
| | 125.715 | 2,740.59
|
| | 0.000 | 0.00
|
| | |
|
0066 4101.06 | 406.70 | 49.590 | 20,168.25
|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT | m3 | 49.590 | 20,168.25
|
| | 49.590 | 20,168.25
|
| | 0.000 | 0.00
|
| | |
|
0067 4107.07 | 450.30 | 1.180 | 531.35
|
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS | m3 | 1.180 | 531.35
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 4151.00 | 1.85 | 2,988.000 | 5,527.80
|
REINFORCING STEEL FOR BOX CULVERT | kg | 2,988.000 | 5,527.80
|
| | 2,988.000 | 5,527.80
|
| | 0.000 | 0.00
|
| | |
|
0069 4157.00 | 1.75 | 35.000 | 61.25
|
REINFORCING STEEL FOR COLLARS | kg | 35.000 | 61.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 4205.02 | 10.00 | 107.000 | 1,070.00
|
BAR GRATE FOR CONCRETE BOX CULVERT | kg | 107.000 | 1,070.00
|
| | 107.000 | 1,070.00
|
| | 0.000 | 0.00
|
| | |
|
0071 4350.42 | 167.00 | 18.000 | 3,006.00
|
1050 mm CORRUGATED METAL PIPE | m | 18.000 | 3,006.00
|
| | 18.000 | 3,006.00
|
| | 0.000 | 0.00
|
| | |
|
0072 4360.24 | 214.00 | 9.000 | 1,926.00
|
600 mm METAL FLARED-END SECTION | EACH | 9.000 | 1,926.00
|
| | 9.000 | 1,926.00
|
| | 0.000 | 0.00
|
| | |
|
0073 4360.30 | 315.00 | 3.000 | 945.00
|
750 mm METAL FLARED-END SECTION | EACH | 3.000 | 945.00
|
| | 3.000 | 945.00
|
| | 0.000 | 0.00
|
| | |
|
0074 4360.36 | 415.00 | 1.000 | 415.00
|
900 mm METAL FLARED-END SECTION | EACH | 1.000 | 415.00
|
| | 1.000 | 415.00
|
| | 0.000 | 0.00
|
| | |
|
0075 4360.42 | 641.00 | 2.000 | 1,282.00
|
1050 mm METAL FLARED-END SECTION | EACH | 2.000 | 1,282.00
|
| | 2.000 | 1,282.00
|
| | 0.000 | 0.00
|
| | |
|
0076 4450.60 | 610.00 | 1.500 | 915.00
|
1500 mm REINFORCED CONCRETE PIPE | m | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0077 4460.60 | 2,100.00 | 1.000 | 2,100.00
|
1500 mm CONCRETE FLARED-END SECTION | EACH | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 P300.60 | 330.75 | 0.000 | 0.00
|
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 | m | 89.600 | 29,635.20
|
1500 mm Culvert Pipe Type 3,4 or 5 | | 89.600 | 29,635.20
|
| | 0.000 | 0.00
|
| | |
|
4005 4810.62 | 1,659.00 | 0.000 | 0.00
|
JACKING 1500 mm STEEL CASING PIPE | m | 24.200 | 40,147.80
|
Jacking 1500mm Galvanized Steel Casing | | 24.200 | 40,147.80
|
| | 0.000 | 0.00
|
| | |
|
4006 4050.01 | 20.00 | 0.000 | 0.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERT, AND HEADWALL | m3 | 764.000 | 15,280.00
|
Excavation for pipe, pipe-arch culv and hdwl | | 829.780 | 16,595.60
|
| | 0.000 | 0.00
|
| | |
|
4007 4100.06 | 726.60 | 0.000 | 0.00
|
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL | m3 | 5.600 | 4,068.96
|
Class 47B-20 or AX-20 Concrete for Headwalls | | 7.800 | 5,667.48
|
| | 0.000 | 0.00
|
| | |
|
4008 4163.25 | 1.78 | 0.000 | 0.00
|
REINFORCING STEEL | kg | 418.000 | 744.04
|
Reinforcing Steel for Headwalls | | 497.000 | 884.66
|
| | 0.000 | 0.00
|
| | |
|
4009 3089.80 | 152.25 | 0.000 | 0.00
|
FLOWABLE FILL CONCRETE | m3 | 76.000 | 11,571.00
|
Culvert Flowable Fill | | 48.900 | 7,445.03
|
| | 0.000 | 0.00
|
| | |
|
4010 0030.02 | 3,150.00 | 0.000 | 0.00
|
REMOBILIZATION | LS | 1.000 | 3,150.00
|
Remobilization for CO#4 | | 1.000 | 3,150.00
|
| | 0.000 | 0.00
|
| | |
|
4011 6104.00 | 16.80 | 0.000 | 0.00
|
BROKEN CONCRETE RIPRAP | Mg | 61.000 | 1,024.80
|
Broken Concrete Riprap | | 61.000 | 1,024.80
|
| | 0.000 | 0.00
|
| | |
|
6001 4051.12 | 40.67 | 0.000 | 0.00
|
GRANULAR MATERIAL FOR FOUNDATION OF BOX CULVERT | m3 | 30.000 | 1,220.10
|
| | 147.020 | 5,979.30
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 49,643.86
|
| | Current | 182,977.16
|
| | In place | 159,507.17
|
| | This Estimate | 0.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0078 L001.01 | 1,600.00 | 1.000 | 1,600.00
|
SEEDING, TYPE A | ha | 1.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0079 L001.02 | 1,043.00 | 12.750 | 13,298.25
|
SEEDING, TYPE B | ha | 12.750 | 13,298.25
|
| | 17.572 | 18,327.60
|
| | 0.000 | 0.00
|
| | |
|
0080 L032.75 | 72.40 | 63.750 | 4,615.50
|
MULCH | Mg | 63.750 | 4,615.50
|
| | 87.860 | 6,361.06
|
| | 0.000 | 0.00
|
| | |
|
0081 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 | 20,013.75
|
| | Current | 20,013.75
|
| | In place | 25,188.66
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0082 0030.70 | 2,500.00 | 1.000 | 2,500.00
|
MOBILIZATION | LS | 1.000 | 2,500.00
|
| | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0083 7001.50 | 412.00 | 17.000 | 7,004.00
|
CULVERT MOUNTED GUARDRAIL POST | EACH | 17.000 | 7,004.00
|
| | 17.000 | 7,004.00
|
| | 0.000 | 0.00
|
| | |
|
0084 7011.20 | 44.20 | 523.870 | 23,155.05
|
W-BEAM GUARDRAIL | m | 523.870 | 23,155.05
|
| | 523.870 | 23,155.06
|
| | 0.000 | 0.00
|
| | |
|
0085 7015.00 | 21.20 | 1,164.750 | 24,692.70
|
CABLE GUARDRAIL | m | 1,164.750 | 24,692.70
|
| | 1,164.750 | 24,692.70
|
| | 0.000 | 0.00
|
| | |
|
0086 7021.70 | 1,875.00 | 12.000 | 22,500.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 12.000 | 22,500.00
|
| | 12.000 | 22,500.00
|
| | 0.000 | 0.00
|
| | |
|
0087 7023.00 | 1,350.00 | 18.000 | 24,300.00
|
TERMINAL ANCHORAGE SECTIONS | EACH | 18.000 | 24,300.00
|
| | 18.000 | 24,300.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 104,151.75
|
| | Current | 104,151.75
|
| | In place | 104,151.76
|
| | This Estimate | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | |
|
0088 A001.12 | 365.00 | 1.000 | 365.00
|
PULL BOX, TYPE PB-5 | EACH | 1.000 | 365.00
|
| | 1.000 | 365.00
|
| | 0.000 | 0.00
|
| | |
|
0089 A001.16 | 380.00 | 1.000 | 380.00
|
PULL BOX, TYPE PB-6 | EACH | 1.000 | 380.00
|
| | 1.000 | 380.00
|
| | 0.000 | 0.00
|
| | |
|
0090 A009.16 | 1,645.00 | 3.000 | 4,935.00
|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3.7-0.20 | EACH | 3.000 | 4,935.00
|
| | 3.000 | 4,935.00
|
| | 0.000 | 0.00
|
| | |
|
0091 A009.17 | 1,720.00 | 2.000 | 3,440.00
|
STREET LIGHTING UNIT, TYPE SL-BC-12.2-3.7-0.20 | EACH | 2.000 | 3,440.00
|
| | 2.000 | 3,440.00
|
| | 0.000 | 0.00
|
| | |
|
0092 A070.10 | 5.30 | 263.000 | 1,393.90
|
38 mm CONDUIT IN TRENCH | m | 188.000 | 996.40
|
| | 200.000 | 1,060.00
|
| | 0.000 | 0.00
|
| | |
|
0093 A072.10 | 11.40 | 84.000 | 957.60
|
38 mm CONDUIT UNDER ROADWAY | m | 84.000 | 957.60
|
| | 27.500 | 313.50
|
| | 0.000 | 0.00
|
| | |
|
0094 A080.22 | 1.45 | 347.000 | 503.15
|
STREET LIGHTING CABLE, NO. 6 BARE | m | 272.000 | 394.40
|
| | 277.500 | 402.38
|
| | 0.000 | 0.00
|
| | |
|
0095 A080.24 | 1.55 | 694.000 | 1,075.70
|
STREET LIGHTING CABLE, NO. 6 USE | m | 694.000 | 1,075.70
|
| | 555.000 | 860.25
|
| | 0.000 | 0.00
|
| | |
|
0096 A700.20 | 450.00 | 2.000 | 900.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 2.000 | 900.00
|
| | 2.000 | 900.00
|
| | 0.000 | 0.00
|
| | |
|
0097 0030.81 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
4003 A074.12 | 33.60 | 0.000 | 0.00
|
38 mm CONDUIT, JACKED | m | 50.000 | 1,680.00
|
38mm Conduit, Jacked | | 50.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 8B ELECTRICAL | | Contracted | 14,950.35
|
| | Current | 16,124.10
|
| | In place | 15,336.13
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0098 0001.08 | 0.50 | 32,495.000 | 16,247.50
|
BARRICADE, TYPE II | BDAY | 32,495.000 | 16,247.50
|
| | 24,072.000 | 12,036.00
|
| | 0.000 | 0.00
|
| | |
|
0099 0001.10 | 2.10 | 2,348.000 | 4,930.80
|
BARRICADE, TYPE III | BDAY | 2,348.000 | 4,930.80
|
| | 9,128.000 | 19,168.80
|
| | 0.000 | 0.00
|
| | |
|
0100 0001.30 | 1.00 | 852.000 | 852.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 852.000 | 852.00
|
| | 1,536.000 | 1,536.00
|
| | 0.000 | 0.00
|
| | |
|
0101 0001.90 | 0.30 | 12,060.000 | 3,618.00
|
SIGN DAY | EACH | 12,060.000 | 3,618.00
|
| | 15,050.000 | 4,515.00
|
| | 0.000 | 0.00
|
| | |
|
0102 0003.10 | 177.00 | 200.000 | 35,400.00
|
FLAGGING | DAY | 200.000 | 35,400.00
|
| | 472.500 | 83,632.50
|
| | 0.000 | 0.00
|
| | |
|
0103 0003.20 | 260.00 | 50.000 | 13,000.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 50.000 | 13,000.00
|
| | 153.500 | 39,910.00
|
| | 0.000 | 0.00
|
| | |
|
0104 0010.04 | 3,700.00 | 1.000 | 3,700.00
|
FIELD OFFICE | EACH | 1.000 | 3,700.00
|
| | 1.000 | 3,700.00
|
| | 0.000 | 0.00
|
| | |
|
0105 0030.10 | 2,200.00 | 1.000 | 2,200.00
|
MOBILIZATION | LS | 1.000 | 2,200.00
|
| | 1.000 | 2,200.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0002.45 | 23.62 | 0.000 | 0.00
|
TEMPORARY BROKEN LINES | StaM | 154.000 | 3,637.48
|
Temporary Broken Line | | 143.270 | 3,384.04
|
| | 0.000 | 0.00
|
| | |
|
4001 0002.40 | 23.62 | 0.000 | 0.00
|
TEMPORARY SOLID LINES | StaM | 462.000 | 10,912.44
|
Temporary Solid Line | | 374.350 | 8,842.15
|
| | 0.000 | 0.00
|
| | |
|
4002 0002.30 | 0.52 | 0.000 | 0.00
|
PAVEMENT MARKING REMOVAL | m | 750.000 | 390.00
|
Pavement Marking Removal | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 79,948.30
|
| | Current | 94,888.22
|
| | In place | 178,924.49
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 3,186,698.89
|
---|
| | Current | 3,348,821.62
|
---|
| | In place | 3,564,865.76
|
---|
| | This Estimate | 10,940.91
|
---|