| | | 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 | 335.00 | 17.000 | 5,695.00
|
SEEDING, TYPE B | ACRE | 17.000 | 5,695.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L032.75 | 52.50 | 38.000 | 1,995.00
|
MULCH | TON | 38.000 | 1,995.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0030.50 | 305.00 | 1.000 | 305.00
|
MOBILIZATION | LS | 1.000 | 305.00
|
| | 1.000 | 305.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 7,995.00
|
| | Current | 7,995.00
|
| | In place | 305.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 150+30.00 | | |
|
0004 0030.60 | 36,800.00 | 1.000 | 36,800.00
|
MOBILIZATION | LS | 1.000 | 36,800.00
|
| | 1.000 | 36,800.00
|
| | 0.500 | 18,400.00
|
| | |
|
0005 1010.01 | 7.15 | 720.000 | 5,148.00
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 720.000 | 5,148.00
|
| | 720.000 | 5,148.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1043.50 | 3.05 | 350.000 | 1,067.50
|
RIPRAP FILTER FABRIC | SY | 350.000 | 1,067.50
|
| | 325.000 | 991.25
|
| | 251.000 | 765.55
|
| | |
|
0007 3050.15 | 222.00 | 176.700 | 39,227.40
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 176.700 | 39,227.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 3051.10 | 0.80 | 18,900.000 | 15,120.00
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 18,900.000 | 15,120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 6000.10 | 14,250.00 | 1.000 | 14,250.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 14,250.00
|
| | 1.000 | 14,250.00
|
| | 0.000 | 0.00
|
| | |
|
0010 6000.11 | 14,250.00 | 1.000 | 14,250.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 14,250.00
|
| | 1.000 | 14,250.00
|
| | 0.000 | 0.00
|
| | |
|
0011 6007.01 | 20.25 | 237.000 | 4,799.25
|
CLASS I REPAIR | SY | 237.000 | 4,799.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 6007.02 | 112.00 | 47.000 | 5,264.00
|
CLASS II REPAIR | SY | 47.000 | 5,264.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 6007.03 | 204.00 | 5.000 | 1,020.00
|
CLASS III REPAIR | SY | 5.000 | 1,020.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 6008.40 | 51.00 | 367.500 | 18,742.50
|
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF | SY | 367.500 | 18,742.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 6010.22 | 590.00 | 31.600 | 18,644.00
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 31.600 | 18,644.00
|
| | 9.080 | 5,357.20
|
| | 0.700 | 413.00
|
| | |
|
0016 6010.26 | 535.00 | 72.800 | 38,948.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 72.800 | 38,948.00
|
| | 72.800 | 38,948.00
|
| | 42.300 | 22,630.50
|
| | |
|
0017 6016.02 | 525.00 | 20.400 | 10,710.00
|
CONCRETE FOR OVERLAYS-SF | CY | 20.400 | 10,710.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 6030.00 | 75,500.00 | 1.000 | 75,500.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 75,500.00
|
AT STA. 150+30.00 | | 1.000 | 75,500.00
|
| | 0.000 | 0.00
|
| | |
|
0019 6105.01 | 26.25 | 22.000 | 577.50
|
ROCK RIPRAP, TYPE A | TON | 22.000 | 577.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 6105.02 | 26.25 | 257.000 | 6,746.25
|
ROCK RIPRAP, TYPE B | TON | 257.000 | 6,746.25
|
| | 257.000 | 6,746.25
|
| | 174.200 | 4,572.75
|
| | |
|
0021 6131.50 | 0.71 | 22,340.000 | 15,861.40
|
EPOXY COATED REINFORCING STEEL | LB | 22,340.000 | 15,861.40
|
| | 18,241.800 | 12,951.68
|
| | 9,476.000 | 6,727.96
|
| | |
|
0022 6139.50 | 40.50 | 260.000 | 10,530.00
|
SUBSURFACE DRAINAGE MATTING | SY | 260.000 | 10,530.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 6200.00 | 27.25 | 1,170.000 | 31,882.50
|
CONCRETE PILING | LF | 1,170.000 | 31,882.50
|
| | 495.000 | 13,488.75
|
| | 0.000 | 0.00
|
| | |
|
0024 6510.55 | 10,200.00 | 1.000 | 10,200.00
|
TEMPORARY BRIDGE SHORING | LS | 1.000 | 10,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 8091.00 | 27.25 | 65.000 | 1,771.25
|
GRANULAR BACKFILL | CY | 65.000 | 1,771.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 150+30.00 | | Contracted | 377,059.55
|
| | Current | 377,059.55
|
| | In place | 224,431.13
|
| | This Estimate | 53,509.76
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0026 0030.70 | 51.00 | 1.000 | 51.00
|
MOBILIZATION | LS | 1.000 | 51.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 1033.00 | 505.00 | 4.200 | 2,121.00
|
ROADWAY GRADING | STA | 4.200 | 2,121.00
|
| | 4.200 | 2,121.00
|
| | 0.000 | 0.00
|
| | |
|
0028 7001.50 | 305.00 | 4.000 | 1,220.00
|
CULVERT MOUNTED GUARDRAIL POST | EACH | 4.000 | 1,220.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 7011.20 | 11.15 | 381.250 | 4,250.94
|
W-BEAM GUARDRAIL | LF | 381.250 | 4,250.94
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 7017.00 | 1.52 | 1,037.500 | 1,577.00
|
REMOVE GUARDRAIL | LF | 1,037.500 | 1,577.00
|
| | 1,071.000 | 1,627.92
|
| | 0.000 | 0.00
|
| | |
|
0031 7020.00 | 1,015.00 | 4.000 | 4,060.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,060.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 7024.27 | 1,500.00 | 8.000 | 12,000.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 8.000 | 12,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 25,279.94
|
| | Current | 25,279.94
|
| | In place | 3,748.92
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0033 L020.00 | 1.52 | 2,210.000 | 3,359.20
|
EROSION CONTROL | SY | 2,210.000 | 3,359.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 L022.11 | 3.05 | 616.000 | 1,878.80
|
FABRIC SILT FENCE-LOW POROSITY | LF | 616.000 | 1,878.80
|
| | 1,191.000 | 3,632.55
|
| | 0.000 | 0.00
|
| | |
|
0035 0002.55 | 6.05 | 616.700 | 3,731.04
|
OVERLAY BROKEN LINES | STA | 616.700 | 3,731.04
|
| | 736.310 | 4,454.67
|
| | 0.000 | 0.00
|
| | |
|
0036 0002.60 | 6.05 | 1,233.400 | 7,462.07
|
OVERLAY SOLID LINES | STA | 1,233.400 | 7,462.07
|
| | 2,320.980 | 14,041.93
|
| | 0.000 | 0.00
|
| | |
|
0037 0030.90 | 20,500.00 | 1.000 | 20,500.00
|
MOBILIZATION | LS | 1.000 | 20,500.00
|
| | 1.000 | 20,500.00
|
| | 0.000 | 0.00
|
| | |
|
0038 1009.00 | 1,250.00 | 1.000 | 1,250.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,250.00
|
| | 1.000 | 1,250.00
|
| | 0.000 | 0.00
|
| | |
|
0039 1010.01 | 4.55 | 2,298.000 | 10,455.90
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 2,298.000 | 10,455.90
|
| | 2,298.000 | 10,455.90
|
| | 0.000 | 0.00
|
| | |
|
0040 1012.00 | 65.00 | 7.000 | 455.00
|
RIGHT-OF-WAY MARKERS | EACH | 7.000 | 455.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 1043.50 | 2.55 | 947.000 | 2,414.85
|
RIPRAP FILTER FABRIC | SY | 947.000 | 2,414.85
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 1101.00 | 8.15 | 266.000 | 2,167.90
|
REMOVE PAVEMENT | SY | 266.000 | 2,167.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 1102.05 | 1.00 | 13,107.000 | 13,107.00
|
REMOVE ASPHALT SURFACING FROM PAVEMENT | SY | 13,107.000 | 13,107.00
|
| | 12,360.100 | 12,360.10
|
| | 0.000 | 0.00
|
| | |
|
0044 2001.00 | 13.00 | 190.000 | 2,470.00
|
GRAVEL SURFACE COURSE | CY | 190.000 | 2,470.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 2010.00 | 45.00 | 5.000 | 225.00
|
CRUSHED ROCK SURFACE COURSE | CY | 5.000 | 225.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 2020.00 | 5.25 | 466.000 | 2,446.50
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 466.000 | 2,446.50
|
| | 648.000 | 3,402.00
|
| | 284.000 | 1,491.00
|
| | |
|
0047 2021.00 | 51.00 | 8.000 | 408.00
|
MAILBOX POST | EACH | 8.000 | 408.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 6105.02 | 30.00 | 1,190.000 | 35,700.00
|
ROCK RIPRAP, TYPE B | TON | 1,190.000 | 35,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 9000.75 | 18.40 | 500.000 | 9,200.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 9,200.00
|
SP4(0.5) | | 466.870 | 8,590.41
|
| | 0.000 | 0.00
|
| | |
|
0050 9005.00 | 40.00 | 100.000 | 4,000.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 4,000.00
|
SP4(0.5) | | 62.860 | 2,514.40
|
| | 0.000 | 0.00
|
| | |
|
0051 9005.45 | 18.75 | 27,990.000 | 524,812.50
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 27,990.000 | 524,812.50
|
| | 27,422.290 | 514,167.94
|
| | 327.610 | 6,142.69
|
| | |
|
0052 9009.00 | 2.60 | 3,688.000 | 9,588.80
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 3,688.000 | 9,588.80
|
| | 3,659.000 | 9,513.40
|
| | 1,225.000 | 3,185.00
|
| | |
|
0053 9009.75 | 34.00 | 475.000 | 16,150.00
|
TEMPORARY SURFACING | SY | 475.000 | 16,150.00
|
| | 208.800 | 7,099.20
|
| | 208.800 | 7,099.20
|
| | |
|
0054 9020.91 | 151.00 | 27.000 | 4,077.00
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 4,077.00
|
| | 25.375 | 3,831.63
|
| | 0.000 | 0.00
|
| | |
|
0055 9021.01 | 151.00 | 1,565.460 | 236,384.46
|
PERFORMANCE GRADED BINDER (64-22) | TON | 1,565.460 | 236,384.46
|
| | 1,378.406 | 208,139.32
|
| | 12.008 | 1,813.21
|
| | |
|
0056 9053.00 | 0.75 | 20,520.000 | 15,390.00
|
TACK COAT | GAL | 20,520.000 | 15,390.00
|
| | 19,550.000 | 14,662.50
|
| | 0.000 | 0.00
|
| | |
|
0057 9111.00 | 7.00 | 164.000 | 1,148.00
|
WATER | MGAL | 164.000 | 1,148.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 9150.00 | 0.27 | 82,286.000 | 22,217.22
|
CRACKING AND SEATING CONCRETE PAVEMENT | SY | 82,286.000 | 22,217.22
|
| | 81,365.300 | 21,968.63
|
| | 0.000 | 0.00
|
| | |
|
0059 9170.00 | 66.00 | 612.967 | 40,455.82
|
EARTH SHOULDER CONSTRUCTION | STA | 612.967 | 40,455.82
|
| | 499.260 | 32,951.16
|
| | 499.260 | 32,951.16
|
| | |
|
0060 9173.15 | 35.00 | 605.885 | 21,205.98
|
TRENCHED WIDENING | STA | 605.885 | 21,205.98
|
| | 598.220 | 20,937.70
|
| | 0.000 | 0.00
|
| | |
|
0061 9186.00 | 21.20 | 278.000 | 5,893.60
|
CONCRETE SURFACE MILLING | SY | 278.000 | 5,893.60
|
| | 278.300 | 5,899.96
|
| | 0.000 | 0.00
|
| | |
|
0062 9188.50 | 17.00 | 826.000 | 14,042.00
|
SURFACING UNDER GUARDRAIL | SY | 826.000 | 14,042.00
|
| | 545.500 | 9,273.50
|
| | 545.500 | 9,273.50
|
| | |
|
0063 9300.50 | 2,000.00 | 1.000 | 2,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,034,596.63
|
| | Current | 1,034,596.63
|
| | In place | 929,646.90
|
| | This Estimate | 61,955.76
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0064 0001.08 | 0.50 | 10,320.000 | 5,160.00
|
BARRICADE, TYPE II | BDAY | 10,320.000 | 5,160.00
|
| | 2,770.000 | 1,385.00
|
| | 474.000 | 237.00
|
| | |
|
0065 0001.10 | 2.00 | 1,188.000 | 2,376.00
|
BARRICADE, TYPE III | BDAY | 1,188.000 | 2,376.00
|
| | 1,444.000 | 2,888.00
|
| | 350.000 | 700.00
|
| | |
|
0066 0001.30 | 1.00 | 444.000 | 444.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 444.000 | 444.00
|
| | 128.000 | 128.00
|
| | 28.000 | 28.00
|
| | |
|
0067 0001.75 | 4.00 | 560.000 | 2,240.00
|
TEMPORARY SIGN DAY | EACH | 560.000 | 2,240.00
|
| | 694.000 | 2,776.00
|
| | 104.000 | 416.00
|
| | |
|
0068 0001.90 | 0.30 | 8,388.000 | 2,516.40
|
SIGN DAY | EACH | 8,388.000 | 2,516.40
|
| | 6,219.000 | 1,865.70
|
| | 1,408.000 | 422.40
|
| | |
|
0069 0002.30 | 0.70 | 950.000 | 665.00
|
PAVEMENT MARKING REMOVAL | LF | 950.000 | 665.00
|
| | 100.000 | 70.00
|
| | 0.000 | 0.00
|
| | |
|
0070 0002.39 | 1.80 | 300.000 | 540.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 300.000 | 540.00
|
| | 4,314.000 | 7,765.20
|
| | 1,184.000 | 2,131.20
|
| | |
|
0071 0003.10 | 165.00 | 70.000 | 11,550.00
|
FLAGGING | DAY | 70.000 | 11,550.00
|
| | 78.000 | 12,870.00
|
| | 15.000 | 2,475.00
|
| | |
|
0072 0003.20 | 225.00 | 20.000 | 4,500.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 20.000 | 4,500.00
|
| | 35.500 | 7,987.50
|
| | 6.000 | 1,350.00
|
| | |
|
0073 0003.51 | 12.60 | 800.000 | 10,080.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 800.000 | 10,080.00
|
| | 670.000 | 8,442.00
|
| | 0.000 | 0.00
|
| | |
|
0074 0003.56 | 1.20 | 400.000 | 480.00
|
RELOCATE CONCRETE PROTECTION BARRIER | LF | 400.000 | 480.00
|
| | 620.000 | 744.00
|
| | 620.000 | 744.00
|
| | |
|
0075 0003.75 | 12,100.00 | 1.000 | 12,100.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 12,100.00
|
| | 1.000 | 12,100.00
|
| | 0.000 | 0.00
|
| | |
|
0076 0010.04 | 2,600.00 | 1.000 | 2,600.00
|
FIELD OFFICE | EACH | 1.000 | 2,600.00
|
| | 1.000 | 2,600.00
|
| | 0.000 | 0.00
|
| | |
|
0077 0030.00 | 1,000.00 | 1.000 | 1,000.00
|
MOBILIZATION | LS | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0078 9110.01 | 53.00 | 15.000 | 795.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 15.000 | 795.00
|
| | 7.500 | 397.50
|
| | 0.000 | 0.00
|
| | |
|
0079 9110.02 | 65.00 | 10.000 | 650.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0080 9110.03 | 45.00 | 15.000 | 675.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 15.000 | 675.00
|
| | 14.500 | 652.50
|
| | 0.000 | 0.00
|
| | |
|
0081 9110.07 | 35.00 | 15.000 | 525.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 15.000 | 525.00
|
| | 16.000 | 560.00
|
| | 0.000 | 0.00
|
| | |
|
0401 0003.70 | 420.00 | 0.000 | 0.00
|
TEMPORARY RUMBLE STRIPS | EACH | 4.000 | 1,680.00
|
Temporary Rumble Strips | | 4.000 | 1,680.00
|
| | 0.000 | 0.00
|
| | |
|
0402 0001.99 | 0.70 | 0.000 | 0.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 500.000 | 350.00
|
Road Closed | | 129.000 | 90.30
|
| | 28.000 | 19.60
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 58,896.40
|
| | Current | 60,926.40
|
| | In place | 66,001.70
|
| | This Estimate | 8,523.20
|
| | |
|
Totals for contract | | Contracted | 1,503,827.52
|
---|
| | Current | 1,505,857.52
|
---|
| | In place | 1,224,133.65
|
---|
| | This Estimate | 123,988.72
|
---|