| | | 1. Contracted
|
|---|
| | | 2. Current
|
|---|
| | | 3. To date
|
|---|
| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 5 SEEDING | | |
|
| 0001 L001.02 | 383.00 | 13.500 | 5,170.50
|
| SEEDING, TYPE B | ACRE | 13.500 | 5,170.50
|
| | | 14.000 | 5,362.00
|
| | -14.000 | -5,362.00
|
| | |
|
| 0004 L032.75 | 62.00 | 30.000 | 1,860.00
|
| MULCH | TON | 30.000 | 1,860.00
|
| | | 18.000 | 1,116.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 0030.50 | 59.81 | 1.000 | 59.81
|
| MOBILIZATION | LS | 1.000 | 59.81
|
| | | 1.000 | 59.81
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 5 SEEDING | | Contracted | 7,090.31
|
| | Current | 7,090.31
|
| | In place | 6,537.81
|
| | This Estimate | -5,362.00
|
| | |
|
| GROUP 9 BITUMINOUS | | |
|
| 0033 0030.90 | 48,844.46 | 1.000 | 48,844.46
|
| MOBILIZATION | LS | 1.000 | 48,844.46
|
| | | 1.000 | 48,844.46
|
| | 0.000 | 0.00
|
| | |
|
| 0034 1009.00 | 675.00 | 1.000 | 675.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 675.00
|
| FOR PROJECT EACSTPD-34-5(113) | | 1.000 | 675.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 1030.00 | 3.70 | 100.000 | 370.00
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 100.000 | 370.00
|
| | | 100.000 | 370.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 2001.00 | 12.00 | 100.000 | 1,200.00
|
| GRAVEL SURFACE COURSE | CY | 100.000 | 1,200.00
|
| | | 100.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 2010.00 | 16.00 | 25.000 | 400.00
|
| CRUSHED ROCK SURFACE COURSE | CY | 25.000 | 400.00
|
| | | 60.000 | 960.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 2021.00 | 36.00 | 4.000 | 144.00
|
| MAILBOX POST | EACH | 4.000 | 144.00
|
| | | 6.000 | 216.00
|
| | 2.000 | 72.00
|
| | |
|
| 0042 3040.12 | 85.80 | 99.800 | 8,562.84
|
| CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 99.800 | 8,562.84
|
| | | 547.790 | 47,000.38
|
| | 0.000 | 0.00
|
| | |
|
| 0043 3040.13 | 85.40 | 35.600 | 3,040.24
|
| CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 35.600 | 3,040.24
|
| | | 66.610 | 5,688.49
|
| | 0.000 | 0.00
|
| | |
|
| 0044 3221.05 | 88.20 | 381.300 | 33,630.66
|
| CONCRETE PAVEMENT, CLASS PR-3625 | SY | 381.300 | 33,630.66
|
| JOINT REPAIR | | 67.440 | 5,948.21
|
| | 0.000 | 0.00
|
| | |
|
| 0053 9000.75 | 13.60 | 500.000 | 6,800.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 6,800.00
|
| SPS | | 617.650 | 8,400.04
|
| | 0.000 | 0.00
|
| | |
|
| 0054 9005.00 | 26.30 | 500.000 | 13,150.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 500.000 | 13,150.00
|
| SP2(0.5) | | 295.990 | 7,784.54
|
| | 193.040 | 5,076.95
|
| | |
|
| 0055 9005.23 | 14.30 | 6,440.000 | 92,092.00
|
| ASPHALTIC CONCRETE, TYPE SPS | TON | 6,440.000 | 92,092.00
|
| | | 6,235.220 | 89,163.64
|
| | 0.000 | 0.00
|
| | |
|
| 0056 9005.30 | 16.85 | 14,830.000 | 249,885.50
|
| ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 14,830.000 | 249,885.50
|
| | | 14,620.560 | 246,356.44
|
| | 0.000 | 0.00
|
| | |
|
| 0057 9009.00 | 2.10 | 2,971.000 | 6,239.10
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 2,971.000 | 6,239.10
|
| | | 2,361.127 | 4,958.37
|
| | 483.127 | 1,014.57
|
| | |
|
| 0059 9020.91 | 190.00 | 26.000 | 4,940.00
|
| PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 26.000 | 4,940.00
|
| | | 16.549 | 3,144.31
|
| | 0.000 | 0.00
|
| | |
|
| 0060 9021.01 | 190.00 | 1,132.090 | 215,097.10
|
| PERFORMANCE GRADED BINDER (64-22) | TON | 1,132.090 | 215,097.10
|
| | | 672.041 | 127,687.79
|
| | 0.000 | 0.00
|
| | |
|
| 0061 9034.00 | 2.60 | 99.000 | 257.40
|
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 99.000 | 257.40
|
| | | 346.433 | 900.73
|
| | 18.433 | 47.93
|
| | |
|
| 0062 9053.00 | 0.68 | 19,630.000 | 13,348.40
|
| TACK COAT | GAL | 19,630.000 | 13,348.40
|
| | | 17,100.000 | 11,628.00
|
| | 0.000 | 0.00
|
| | |
|
| 0063 9110.01 | 48.00 | 20.000 | 960.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 960.00
|
| | | 5.000 | 240.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 9110.02 | 58.00 | 20.000 | 1,160.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,160.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 9110.03 | 40.00 | 20.000 | 800.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 800.00
|
| | | 4.500 | 180.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 9110.07 | 38.00 | 20.000 | 760.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 760.00
|
| | | 23.000 | 874.00
|
| | 0.000 | 0.00
|
| | |
|
| 0067 9111.00 | 6.40 | 125.000 | 800.00
|
| WATER | MGAL | 125.000 | 800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0068 9170.00 | 72.00 | 487.520 | 35,101.44
|
| EARTH SHOULDER CONSTRUCTION | STA | 487.520 | 35,101.44
|
| | | 487.520 | 35,101.44
|
| | 0.000 | 0.00
|
| | |
|
| 0071 9179.43 | 99.45 | 243.760 | 24,241.93
|
| COLD MILLING, CLASS 3 | STA | 243.760 | 24,241.93
|
| TYPE A | | 243.760 | 24,241.93
|
| | 0.000 | 0.00
|
| | |
|
| 0073 9206.00 | 1.10 | 48,352.000 | 53,187.20
|
| FABRIC REINFORCEMENT CRACK REPAIR | LF | 48,352.000 | 53,187.20
|
| | | 48,352.000 | 53,187.20
|
| | 0.000 | 0.00
|
| | |
|
| 0074 9300.50 | 2,289.90 | 1.000 | 2,289.90
|
| ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 2,289.90
|
| | | 1.000 | 2,289.90
|
| | 0.000 | 0.00
|
| | |
|
| 4001 9300.60 | 0.47 | 0.000 | 0.00
|
| SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 7,381.380 | 3,469.25
|
| pay factor 102.81 for 34-5 (113) | | 7,381.380 | 3,469.25
|
| | 0.000 | 0.00
|
| | |
|
| 4002 9300.64 | 5.34 | 0.000 | 0.00
|
| SMOOTHNESS INCENTIVE-ASPHALT CEMENT | TON | 273.640 | 1,461.24
|
| pay factor 102.81 | | 273.640 | 1,461.24
|
| | 0.000 | 0.00
|
| | |
|
| 4009 9300.56 | 0.617 | 0.000 | 0.00
|
| SUPERPAVE QUALITY INCENTIVE | TON | 14,627.560 | 9,025.20
|
| SP2 Air Void Incentive | | 14,627.560 | 9,025.20
|
| | 14,627.560 | 9,025.20
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 817,977.17
|
| | Current | 831,932.86
|
| | In place | 740,996.56
|
| | This Estimate | 15,236.65
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0075 0001.08 | 0.50 | 700.000 | 350.00
|
| BARRICADE, TYPE II | BDAY | 700.000 | 350.00
|
| | | 6,614.000 | 3,307.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 0001.10 | 2.05 | 280.000 | 574.00
|
| BARRICADE, TYPE III | BDAY | 280.000 | 574.00
|
| | | 360.000 | 738.00
|
| | 0.000 | 0.00
|
| | |
|
| 0077 0001.30 | 2.30 | 140.000 | 322.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 140.000 | 322.00
|
| | | 148.000 | 340.40
|
| | 4.000 | 9.20
|
| | |
|
| 0078 0001.90 | 0.35 | 4,600.000 | 1,610.00
|
| SIGN DAY | EACH | 4,600.000 | 1,610.00
|
| | | 3,795.000 | 1,328.25
|
| | 0.000 | 0.00
|
| | |
|
| 0081 0002.40 | 5.90 | 1,950.080 | 11,505.47
|
| TEMPORARY SOLID LINES | STA | 1,950.080 | 11,505.47
|
| | | 1,624.080 | 9,582.08
|
| | 0.000 | 0.00
|
| | |
|
| 0082 0002.45 | 5.90 | 731.280 | 4,314.55
|
| TEMPORARY BROKEN LINES | STA | 731.280 | 4,314.55
|
| | | 729.280 | 4,302.75
|
| | 0.000 | 0.00
|
| | |
|
| 0083 0003.10 | 160.00 | 80.000 | 12,800.00
|
| FLAGGING | DAY | 80.000 | 12,800.00
|
| | | 41.000 | 6,560.00
|
| | 0.000 | 0.00
|
| | |
|
| 0084 0003.20 | 290.00 | 11.000 | 3,190.00
|
| FURNISHING AND OPERATING PILOT VEHICLE | DAY | 11.000 | 3,190.00
|
| | | 19.000 | 5,510.00
|
| | 0.000 | 0.00
|
| | |
|
| 0088 0010.04 | 4,500.00 | 0.250 | 1,125.00
|
| FIELD OFFICE | EACH | 0.250 | 1,125.00
|
| | | 0.250 | 1,125.00
|
| | 0.000 | 0.00
|
| | |
|
| 0089 0030.00 | 2,905.27 | 1.000 | 2,905.27
|
| MOBILIZATION | LS | 1.000 | 2,905.27
|
| | | 1.000 | 2,905.27
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 38,696.29
|
| | Current | 38,696.29
|
| | In place | 35,698.75
|
| | This Estimate | 9.20
|
| | |
|
| GROUP 5 SEEDING | | |
|
| 0001 L001.02 | 383.00 | 26.000 | 9,958.00
|
| SEEDING, TYPE B | ACRE | 26.000 | 9,958.00
|
| | | 27.000 | 10,341.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 L020.00 | 1.30 | 958.000 | 1,245.40
|
| EROSION CONTROL | SY | 958.000 | 1,245.40
|
| | | 2,289.000 | 2,975.70
|
| | 0.000 | 0.00
|
| | |
|
| 0003 L022.75 | 6.50 | 400.000 | 2,600.00
|
| TEMPORARY SILT CHECK | LF | 400.000 | 2,600.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 L032.75 | 62.00 | 58.500 | 3,627.00
|
| MULCH | TON | 58.500 | 3,627.00
|
| | | 55.920 | 3,467.04
|
| | 0.000 | 0.00
|
| | |
|
| 0005 0030.50 | 146.19 | 1.000 | 146.19
|
| MOBILIZATION | LS | 1.000 | 146.19
|
| | | 1.000 | 146.19
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 5 SEEDING | | Contracted | 17,576.59
|
| | Current | 17,576.59
|
| | In place | 16,929.93
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 298+60 | | |
|
| 0006 0030.60 | 26,000.00 | 1.000 | 26,000.00
|
| MOBILIZATION | LS | 1.000 | 26,000.00
|
| | | 1.000 | 26,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 1010.01 | 5.15 | 1,100.000 | 5,665.00
|
| EXCAVATION (ESTABLISHED QUANTITY) | CY | 1,100.000 | 5,665.00
|
| | | 1,100.000 | 5,665.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 1043.50 | 3.70 | 307.000 | 1,135.90
|
| RIPRAP FILTER FABRIC | SY | 307.000 | 1,135.90
|
| | | 195.670 | 723.98
|
| | 0.000 | 0.00
|
| | |
|
| 0009 3050.15 | 247.00 | 175.400 | 43,323.80
|
| CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 175.400 | 43,323.80
|
| | | 175.350 | 43,311.45
|
| | 0.000 | 0.00
|
| | |
|
| 0010 3051.10 | 0.62 | 19,665.000 | 12,192.30
|
| EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 19,665.000 | 12,192.30
|
| | | 19,665.000 | 12,192.30
|
| | 0.000 | 0.00
|
| | |
|
| 0011 6000.10 | 5,150.00 | 1.000 | 5,150.00
|
| ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 5,150.00
|
| | | 1.000 | 5,150.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 6000.11 | 5,150.00 | 1.000 | 5,150.00
|
| ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 5,150.00
|
| | | 1.000 | 5,150.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 6000.60 | 2,060.00 | 1.000 | 2,060.00
|
| PIER NO.1 EXCAVATION | LS | 1.000 | 2,060.00
|
| | | 1.000 | 2,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 6000.61 | 2,060.00 | 1.000 | 2,060.00
|
| PIER NO.2 EXCAVATION | LS | 1.000 | 2,060.00
|
| | | 1.000 | 2,060.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 6005.35 | 51.50 | 84.700 | 4,362.05
|
| PRECOMPRESSED POLYURETHANE FOAM JOINT | LF | 84.700 | 4,362.05
|
| | | 84.700 | 4,362.05
|
| | 0.000 | 0.00
|
| | |
|
| 0016 6005.60 | 230.00 | 108.000 | 24,840.00
|
| ELASTOMERIC BEARING | EACH | 0.000 | 0.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 6010.22 | 330.00 | 117.700 | 38,841.00
|
| CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 117.700 | 38,841.00
|
| | | 119.150 | 39,319.50
|
| | 0.000 | 0.00
|
| | |
|
| 0018 6010.26 | 360.00 | 177.400 | 63,864.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 177.400 | 63,864.00
|
| | | 177.400 | 63,864.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 6011.11 | 150,000.00 | 1.000 | 150,000.00
|
| PRECAST/PRESTRESSED CONCRETE SUPERSTRUCTURE | LS | 1.000 | 150,000.00
|
| AT STA. 298+60 | | 1.000 | 150,000.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 6030.00 | 15,500.00 | 1.000 | 15,500.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 15,500.00
|
| AT STA. 298+60 | | 1.000 | 15,500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 6080.00 | 4.12 | 1,385.000 | 5,706.20
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,385.000 | 5,706.20
|
| | | 1,385.000 | 5,706.20
|
| | 0.000 | 0.00
|
| | |
|
| 0022 6105.02 | 28.85 | 1,250.000 | 36,062.50
|
| ROCK RIPRAP, TYPE B | TON | 414.640 | 11,962.36
|
| | | 414.640 | 11,962.36
|
| | 0.000 | 0.00
|
| | |
|
| 0023 6131.50 | 0.62 | 56,335.000 | 34,927.70
|
| EPOXY COATED REINFORCING STEEL | LB | 56,335.000 | 34,927.70
|
| | | 56,440.000 | 34,992.80
|
| | 0.000 | 0.00
|
| | |
|
| 0024 6200.00 | 30.90 | 790.000 | 24,411.00
|
| CONCRETE PILING | LF | 790.000 | 24,411.00
|
| | | 782.000 | 24,163.80
|
| | 0.000 | 0.00
|
| | |
|
| 0025 8091.00 | 36.05 | 55.000 | 1,982.75
|
| GRANULAR BACKFILL | CY | 55.000 | 1,982.75
|
| | | 54.940 | 1,980.58
|
| | 0.000 | 0.00
|
| | |
|
| 4001 6200.50 | 18.54 | 0.000 | 0.00
|
| PAY CUT-OFF FOR CONCRETE PILING | LF | 4.000 | 74.16
|
| 1997 English Spec. 703.05, Para. 2 | | 8.000 | 148.32
|
| | 0.000 | 0.00
|
| | |
|
| 4002 6960.02 | 1,014.30 | 0.000 | 0.00
|
| ADDITIONAL WORK | LS | 1.000 | 1,014.30
|
| Additional mileage to pick up concrete barriers at Greenwood | | 1.000 | 1,014.30
|
| | 0.000 | 0.00
|
| | |
|
| 4003 6005.60 | 249.375 | 0.000 | 0.00
|
| ELASTOMERIC BEARING | EACH | 108.000 | 26,932.50
|
| modifying to a thicker bearing pad | | 108.000 | 26,932.50
|
| | 0.000 | 0.00
|
| | |
|
| 4004 6104.00 | 15.75 | 0.000 | 0.00
|
| BROKEN CONCRETE RIPRAP | TON | 854.100 | 13,452.08
|
| additional work for Broken Conc Rip Rap | | 854.100 | 13,452.08
|
| | 0.000 | 0.00
|
| | |
|
| 4005 6960.02 | 4,095.00 | 0.000 | 0.00
|
| ADDITIONAL WORK | LS | 1.000 | 4,095.00
|
| Additional work for bridge bent repair | | 1.000 | 4,095.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 298+60 | | Contracted | 503,234.20
|
| | Current | 499,862.10
|
| | In place | 499,806.22
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0026 0030.70 | 1,250.00 | 1.000 | 1,250.00
|
| MOBILIZATION | LS | 1.000 | 1,250.00
|
| | | 1.000 | 1,250.00
|
| | 0.500 | 625.00
|
| | |
|
| 0027 7011.20 | 16.00 | 87.500 | 1,400.00
|
| W-BEAM GUARDRAIL | LF | 87.500 | 1,400.00
|
| | | 87.500 | 1,400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 7015.00 | 6.70 | 1,000.000 | 6,700.00
|
| CABLE GUARDRAIL | LF | 1,000.000 | 6,700.00
|
| | | 1,000.000 | 6,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 7017.00 | 3.25 | 720.000 | 2,340.00
|
| REMOVE GUARDRAIL | LF | 720.000 | 2,340.00
|
| | | 720.000 | 2,340.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 7020.00 | 1,300.00 | 4.000 | 5,200.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 5,200.00
|
| | | 4.000 | 5,200.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 7021.70 | 1,885.00 | 4.000 | 7,540.00
|
| GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 7,540.00
|
| | | 4.000 | 7,540.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 7023.00 | 1,350.00 | 4.000 | 5,400.00
|
| TERMINAL ANCHORAGE SECTIONS | EACH | 4.000 | 5,400.00
|
| | | 4.000 | 5,400.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 29,830.00
|
| | Current | 29,830.00
|
| | In place | 29,830.00
|
| | This Estimate | 625.00
|
| | |
|
| GROUP 9 BITUMINOUS | | |
|
| 0033 0030.90 | 75,655.54 | 1.000 | 75,655.54
|
| MOBILIZATION | LS | 1.000 | 75,655.54
|
| | | 1.000 | 75,655.54
|
| | 0.000 | 0.00
|
| | |
|
| 0035 1009.01 | 1,700.00 | 1.000 | 1,700.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,700.00
|
| FOR PROJECT EACSTPD-69-2(103) | | 1.000 | 1,700.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 1030.00 | 3.70 | 10,228.000 | 37,843.60
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 10,228.000 | 37,843.60
|
| | | 10,771.000 | 39,852.70
|
| | -141.000 | -521.70
|
| | |
|
| 0037 1101.00 | 5.40 | 258.000 | 1,393.20
|
| REMOVE PAVEMENT | SY | 258.000 | 1,393.20
|
| | | 258.000 | 1,393.20
|
| | 0.000 | 0.00
|
| | |
|
| 0038 2001.00 | 12.00 | 320.000 | 3,840.00
|
| GRAVEL SURFACE COURSE | CY | 320.000 | 3,840.00
|
| | | 320.000 | 3,840.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 2020.00 | 5.00 | 1,269.000 | 6,345.00
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 1,269.000 | 6,345.00
|
| | | 750.000 | 3,750.00
|
| | 395.000 | 1,975.00
|
| | |
|
| 0041 2021.00 | 36.00 | 16.000 | 576.00
|
| MAILBOX POST | EACH | 16.000 | 576.00
|
| | | 17.000 | 612.00
|
| | 0.000 | 0.00
|
| | |
|
| 0045 4035.00 | 98.20 | 3.000 | 294.60
|
| REMOVE FLARED-END SECTION | EACH | 3.000 | 294.60
|
| | | 3.000 | 294.60
|
| | 0.000 | 0.00
|
| | |
|
| 0046 4050.01 | 13.50 | 51.000 | 688.50
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 51.000 | 688.50
|
| | | 51.000 | 688.50
|
| | 0.000 | 0.00
|
| | |
|
| 0047 4350.24 | 23.50 | 16.000 | 376.00
|
| 24" CORRUGATED METAL PIPE | LF | 16.000 | 376.00
|
| | | 16.000 | 376.00
|
| | 0.000 | 0.00
|
| | |
|
| 0048 4350.48 | 60.30 | 5.000 | 301.50
|
| 48" CORRUGATED METAL PIPE | LF | 5.000 | 301.50
|
| | | 5.000 | 301.50
|
| | 0.000 | 0.00
|
| | |
|
| 0049 4360.24 | 282.00 | 1.000 | 282.00
|
| 24" METAL FLARED-END SECTION | EACH | 1.000 | 282.00
|
| | | 1.000 | 282.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 4360.48 | 590.00 | 1.000 | 590.00
|
| 48" METAL FLARED-END SECTION | EACH | 1.000 | 590.00
|
| | | 1.000 | 590.00
|
| | 0.000 | 0.00
|
| | |
|
| 0051 4390.24 | 490.00 | 1.000 | 490.00
|
| 24" ROUND EQUIVALENT METAL PIPE FLARED-END SECTION | EACH | 1.000 | 490.00
|
| | | 1.000 | 490.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 9000.74 | 16.80 | 500.000 | 8,400.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 8,400.00
|
| SP2(0.5) | | 551.690 | 9,268.39
|
| | 0.000 | 0.00
|
| | |
|
| 0054 9005.00 | 26.30 | 300.000 | 7,890.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 300.000 | 7,890.00
|
| SP2(0.5) | | 172.500 | 4,536.75
|
| | -64.580 | -1,698.45
|
| | |
|
| 0056 9005.30 | 16.85 | 45,390.000 | 764,821.50
|
| ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 45,390.000 | 764,821.50
|
| | | 44,636.380 | 752,123.01
|
| | 0.300 | 5.06
|
| | |
|
| 0057 9009.00 | 2.10 | 6,800.000 | 14,280.00
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 6,800.000 | 14,280.00
|
| | | 7,448.000 | 15,640.80
|
| | 277.000 | 581.70
|
| | |
|
| 0058 9009.75 | 14.00 | 865.000 | 12,110.00
|
| TEMPORARY SURFACING | SY | 865.000 | 12,110.00
|
| | | 1,058.000 | 14,812.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 9020.91 | 190.00 | 27.000 | 5,130.00
|
| PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 5,130.00
|
| | | 17.030 | 3,235.70
|
| | 0.000 | 0.00
|
| | |
|
| 0060 9021.01 | 190.00 | 2,467.260 | 468,779.40
|
| PERFORMANCE GRADED BINDER (64-22) | TON | 2,467.260 | 468,779.40
|
| | | 1,475.943 | 280,429.17
|
| | 0.000 | 0.00
|
| | |
|
| 0062 9053.00 | 0.68 | 27,330.000 | 18,584.40
|
| TACK COAT | GAL | 27,330.000 | 18,584.40
|
| | | 25,300.000 | 17,204.00
|
| | 900.000 | 612.00
|
| | |
|
| 0063 9110.01 | 48.00 | 45.000 | 2,160.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 45.000 | 2,160.00
|
| | | 36.000 | 1,728.00
|
| | 0.000 | 0.00
|
| | |
|
| 0064 9110.02 | 58.00 | 45.000 | 2,610.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 45.000 | 2,610.00
|
| | | 8.000 | 464.00
|
| | 0.000 | 0.00
|
| | |
|
| 0065 9110.03 | 40.00 | 45.000 | 1,800.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 45.000 | 1,800.00
|
| | | 12.000 | 480.00
|
| | 0.000 | 0.00
|
| | |
|
| 0066 9110.07 | 38.00 | 45.000 | 1,710.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 45.000 | 1,710.00
|
| | | 24.500 | 931.00
|
| | 0.000 | 0.00
|
| | |
|
| 0067 9111.00 | 6.40 | 877.000 | 5,612.80
|
| WATER | MGAL | 877.000 | 5,612.80
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0068 9170.00 | 72.00 | 956.566 | 68,872.75
|
| EARTH SHOULDER CONSTRUCTION | STA | 956.566 | 68,872.75
|
| | | 954.520 | 68,725.44
|
| | 0.000 | 0.00
|
| | |
|
| 0069 9173.10 | 35.00 | 954.566 | 33,409.81
|
| SUBGRADE PREPARATION FOR WIDENING | STA | 954.566 | 33,409.81
|
| | | 964.206 | 33,747.21
|
| | 0.000 | 0.00
|
| | |
|
| 0070 9179.23 | 68.75 | 478.337 | 32,885.67
|
| COLD MILLING, CLASS 3 | STA | 478.337 | 32,885.67
|
| | | 478.337 | 32,885.67
|
| | 0.000 | 0.00
|
| | |
|
| 0072 9188.50 | 10.50 | 7,288.000 | 76,524.00
|
| SURFACING UNDER GUARDRAIL | SY | 7,288.000 | 76,524.00
|
| | | 703.000 | 7,381.50
|
| | 0.000 | 0.00
|
| | |
|
| 0074 9300.50 | 4,510.10 | 1.000 | 4,510.10
|
| ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 4,510.10
|
| | | 1.000 | 4,510.10
|
| | 0.000 | 0.00
|
| | |
|
| 4006 4180.00 | 340.00 | 0.000 | 0.00
|
| CONCRETE COLLAR | EACH | 2.000 | 680.00
|
| Additional work concrete collars | | 2.000 | 680.00
|
| | 0.000 | 0.00
|
| | |
|
| 4007 9300.60 | 0.34 | 0.000 | 0.00
|
| SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 16,859.614 | 5,732.27
|
| pay factor 102.02 | | 16,859.614 | 5,732.27
|
| | 0.000 | 0.00
|
| | |
|
| 4008 9300.64 | 3.838 | 0.000 | 0.00
|
| SMOOTHNESS INCENTIVE-ASPHALT CEMENT | TON | 625.031 | 2,398.87
|
| pay factot 102.02 | | 625.031 | 2,398.87
|
| | 0.000 | 0.00
|
| | |
|
| 4010 9300.56 | 0.568 | 0.000 | 0.00
|
| SUPERPAVE QUALITY INCENTIVE | TON | 45,327.770 | 25,746.17
|
| SP2 Air Void incentive | | 45,327.770 | 25,746.17
|
| | 45,327.770 | 25,746.17
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 1,660,466.37
|
| | Current | 1,695,023.68
|
| | In place | 1,412,486.09
|
| | This Estimate | 26,699.78
|
| | |
|
| GROUP 1O GENERAL ITEMS | | |
|
| 0075 0001.08 | 0.50 | 10,810.000 | 5,405.00
|
| BARRICADE, TYPE II | BDAY | 10,810.000 | 5,405.00
|
| | | 2,028.000 | 1,014.00
|
| | 0.000 | 0.00
|
| | |
|
| 0076 0001.10 | 2.05 | 984.000 | 2,017.20
|
| BARRICADE, TYPE III | BDAY | 984.000 | 2,017.20
|
| | | 2,291.000 | 4,696.55
|
| | 1.000 | 2.05
|
| | |
|
| 0077 0001.30 | 2.30 | 492.000 | 1,131.60
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 492.000 | 1,131.60
|
| | | 552.000 | 1,269.60
|
| | 5.000 | 11.50
|
| | |
|
| 0078 0001.90 | 0.35 | 15,461.000 | 5,411.35
|
| SIGN DAY | EACH | 15,461.000 | 5,411.35
|
| | | 12,906.000 | 4,517.10
|
| | 0.000 | 0.00
|
| | |
|
| 0079 0002.30 | 0.52 | 1,100.000 | 572.00
|
| PAVEMENT MARKING REMOVAL | LF | 1,100.000 | 572.00
|
| | | 324.000 | 168.48
|
| | 0.000 | 0.00
|
| | |
|
| 0080 0002.39 | 1.05 | 1,050.000 | 1,102.50
|
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 1,050.000 | 1,102.50
|
| | | 2,058.500 | 2,161.43
|
| | 0.000 | 0.00
|
| | |
|
| 0081 0002.40 | 5.90 | 2,885.300 | 17,023.27
|
| TEMPORARY SOLID LINES | STA | 2,885.300 | 17,023.27
|
| | | 2,749.210 | 16,220.34
|
| | 0.000 | 0.00
|
| | |
|
| 0082 0002.45 | 5.90 | 1,442.650 | 8,511.64
|
| TEMPORARY BROKEN LINES | STA | 1,442.650 | 8,511.64
|
| | | 1,083.050 | 6,389.99
|
| | 0.000 | 0.00
|
| | |
|
| 0083 0003.10 | 160.00 | 102.000 | 16,320.00
|
| FLAGGING | DAY | 102.000 | 16,320.00
|
| | | 84.000 | 13,440.00
|
| | 0.000 | 0.00
|
| | |
|
| 0084 0003.20 | 290.00 | 23.000 | 6,670.00
|
| FURNISHING AND OPERATING PILOT VEHICLE | DAY | 23.000 | 6,670.00
|
| | | 29.050 | 8,424.50
|
| | 0.000 | 0.00
|
| | |
|
| 0085 0003.51 | 12.00 | 650.000 | 7,800.00
|
| INSTALL CONCRETE PROTECTION BARRIER | LF | 650.000 | 7,800.00
|
| | | 650.000 | 7,800.00
|
| | 0.000 | 0.00
|
| | |
|
| 0086 0003.70 | 420.00 | 4.000 | 1,680.00
|
| TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,680.00
|
| | | 4.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
| 0087 0003.75 | 7,600.00 | 1.000 | 7,600.00
|
| TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 7,600.00
|
| | | 1.000 | 7,600.00
|
| | 0.000 | 0.00
|
| | |
|
| 0088 0010.04 | 4,500.00 | 0.750 | 3,375.00
|
| FIELD OFFICE | EACH | 0.750 | 3,375.00
|
| | | 0.750 | 3,375.00
|
| | 0.000 | 0.00
|
| | |
|
| 0089 0030.00 | 7,094.73 | 1.000 | 7,094.73
|
| MOBILIZATION | LS | 1.000 | 7,094.73
|
| | | 1.000 | 7,094.73
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 1O GENERAL ITEMS | | Contracted | 91,714.28
|
| | Current | 91,714.28
|
| | In place | 85,851.72
|
| | This Estimate | 13.55
|
| | |
|
| Totals for contract | | Contracted | 3,166,585.22
|
|---|
| | Current | 3,211,726.12
|
|---|
| | In place | 2,828,137.08
|
|---|
| | This Estimate | 37,222.18
|
|---|