|  |  |  | 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 | 
|  |  | 335.350 | 2,095.94 | 
|  |  | 335.350 | 2,095.94 | 
| 
 |  |  |  | 
| 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 | 
|  |  | 4,818.100 | 31,317.65 | 
|  |  | 4,818.100 | 31,317.65 | 
| 
 |  |  |  | 
| 0045                                       7509.04 | 20.20 | 210.000 | 4,242.00 | 
| 300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 210.000 | 4,242.00 | 
|  |  | 261.970 | 5,291.79 | 
|  |  | 261.970 | 5,291.79 | 
| 
 |  |  |  | 
| 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 | 
|  |  | 0.000 | 0.00 | 
| 
 |  |  |  | 
| GROUP 3 CONCRETE PAVEMENT |  | Contracted | 2,766,412.08 | 
|  |  | Current | 2,762,584.35 | 
|  |  | In place | 2,951,880.37 | 
|  |  | This Estimate | 38,705.38 | 
| 
 |  |  |  | 
| 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 | 3,603,571.14 | 
|---|
|  |  | This Estimate | 38,705.38 | 
|---|