| | | 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
|
| | 0.000 | 0.00
|
| | |
|
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 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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 | | 0.000 | 0.00
|
| | 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
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
0059 9020.91 | 190.00 | 26.000 | 4,940.00
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 26.000 | 4,940.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 9021.01 | 190.00 | 1,132.090 | 215,097.10
|
PERFORMANCE GRADED BINDER (64-22) | TON | 1,113.802 | 211,622.38
|
| | 653.753 | 124,213.07
|
| | -18.288 | -3,474.72
|
| | |
|
0061 9034.00 | 2.60 | 99.000 | 257.40
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 99.000 | 257.40
|
| | 346.433 | 900.73
|
| | 0.000 | 0.00
|
| | |
|
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 | | 276.800 | 1,478.11
|
| | 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
|
| | 0.000 | 0.00
|
| | |
|
4011 9020.55 | 172.33 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER | TON | 18.288 | 3,151.57
|
Reduce pay factor 0.907 | | 18.288 | 3,151.57
|
| | 18.288 | 3,151.57
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 817,977.17
|
| | Current | 831,609.71
|
| | In place | 729,145.93
|
| | This Estimate | -323.15
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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 | 0.00
|
| | |
|
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 | 114.400 | 37,752.00
|
| | 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 | 56,440.000 | 34,992.80
|
| | 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 | 498,838.20
|
| | 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
|
| | 0.000 | 0.00
|
| | |
|
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 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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) | | 1,051.690 | 17,668.39
|
| | 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
|
| | 0.000 | 0.00
|
| | |
|
0056 9005.30 | 16.85 | 45,390.000 | 764,821.50
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 45,390.000 | 764,821.50
|
| | 44,636.080 | 752,117.95
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 33.519 | 6,368.61
|
| | 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
|
| | 25,900.000 | 17,612.00
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 976.000 | 10,248.00
|
| | 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 | | 632.235 | 2,426.52
|
| | 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
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,660,466.37
|
| | Current | 1,695,023.68
|
| | In place | 1,427,316.09
|
| | This Estimate | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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
|
| | 0.000 | 0.00
|
| | |
|
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 | 0.00
|
| | |
|
Totals for contract | | Contracted | 3,166,585.22
|
---|
| | Current | 3,210,379.07
|
---|
| | In place | 2,831,116.45
|
---|
| | This Estimate | -323.15
|
---|