| | | 1. Contracted
|
|---|
| | | 2. Current
|
|---|
| | | 3. To date
|
|---|
| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 4 CULVERTS | | |
|
| 0001 0030.40 | 2,500.00 | 1.000 | 2,500.00
|
| MOBILIZATION | LS | 1.000 | 2,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0002 1043.50 | 5.00 | 26.000 | 130.00
|
| RIPRAP FILTER FABRIC | SY | 26.000 | 130.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 4050.01 | 25.00 | 385.000 | 9,625.00
|
| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 385.000 | 9,625.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 4100.06 | 1,500.00 | 0.800 | 1,200.00
|
| CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 0.800 | 1,200.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 4150.00 | 3.00 | 94.000 | 282.00
|
| REINFORCING STEEL FOR HEADWALL | LB | 94.000 | 282.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 4310.24 | 500.00 | 2.000 | 1,000.00
|
| 24" FLARED-END SECTION | EACH | 2.000 | 1,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0007 6105.02 | 70.00 | 18.000 | 1,260.00
|
| ROCK RIPRAP, TYPE B | TON | 18.000 | 1,260.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0008 P402.24 | 35.00 | 437.000 | 15,295.00
|
| 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 437.000 | 15,295.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 4 CULVERTS | | Contracted | 31,292.00
|
| | Current | 31,292.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 1017+80.80 | | |
|
| 0009 0030.60 | 15,000.00 | 1.000 | 15,000.00
|
| MOBILIZATION | LS | 1.000 | 15,000.00
|
| | | 1.000 | 15,000.00
|
| | 0.500 | 7,500.00
|
| | |
|
| 0010 6007.01 | 22.00 | 1,455.000 | 32,010.00
|
| CLASS I REPAIR | SY | 1,455.000 | 32,010.00
|
| | | 1,455.000 | 32,010.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 6007.02 | 45.00 | 210.000 | 9,450.00
|
| CLASS II REPAIR | SY | 210.000 | 9,450.00
|
| | | 368.000 | 16,560.00
|
| | 368.000 | 16,560.00
|
| | |
|
| 0012 6007.03 | 257.00 | 5.000 | 1,285.00
|
| CLASS III REPAIR | SY | 5.000 | 1,285.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 6008.40 | 25.00 | 1,455.000 | 36,375.00
|
| PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF | SY | 1,455.000 | 36,375.00
|
| | | 727.500 | 18,187.50
|
| | 727.500 | 18,187.50
|
| | |
|
| 0014 6010.26 | 425.00 | 32.400 | 13,770.00
|
| CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 32.400 | 13,770.00
|
| | | 16.200 | 6,885.00
|
| | 16.200 | 6,885.00
|
| | |
|
| 0015 6016.02 | 380.00 | 79.800 | 30,324.00
|
| CONCRETE FOR OVERLAYS-SF | CY | 79.800 | 30,324.00
|
| | | 63.500 | 24,130.00
|
| | 63.500 | 24,130.00
|
| | |
|
| 0016 6020.00 | 1.00 | 4,385.000 | 4,385.00
|
| REINFORCING STEEL FOR BRIDGE | LB | 4,385.000 | 4,385.00
|
| | | 2,192.500 | 2,192.50
|
| | 2,192.500 | 2,192.50
|
| | |
|
| 0017 6030.00 | 2,500.00 | 1.000 | 2,500.00
|
| PREPARATION OF BRIDGE | EACH | 1.000 | 2,500.00
|
| AT STA. 1017+80.80 | | 0.500 | 1,250.00
|
| | 0.500 | 1,250.00
|
| | |
|
| 0018 6080.00 | 4.00 | 1,640.000 | 6,560.00
|
| STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 1,640.000 | 6,560.00
|
| | | 820.000 | 3,280.00
|
| | 820.000 | 3,280.00
|
| | |
|
| GROUP 6 BRIDGE AT STA. 1017+80.80 | | Contracted | 151,659.00
|
| | Current | 151,659.00
|
| | In place | 119,495.00
|
| | This Estimate | 79,985.00
|
| | |
|
| GROUP 7 GUARDRAIL | | |
|
| 0019 0030.70 | 1,250.00 | 1.000 | 1,250.00
|
| MOBILIZATION | LS | 1.000 | 1,250.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0020 7011.20 | 12.00 | 575.000 | 6,900.00
|
| W-BEAM GUARDRAIL | LF | 575.000 | 6,900.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0021 7020.00 | 1,750.00 | 4.000 | 7,000.00
|
| BRIDGE APPROACH SECTIONS | EACH | 4.000 | 7,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0022 7024.27 | 1,450.00 | 4.000 | 5,800.00
|
| GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 5,800.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 7 GUARDRAIL | | Contracted | 20,950.00
|
| | Current | 20,950.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | |
|
| 0023 0002.55 | 7.00 | 1,473.350 | 10,313.45
|
| OVERLAY BROKEN LINES | STA | 1,473.350 | 10,313.45
|
| | | 1,868.100 | 13,076.70
|
| | 1,829.100 | 12,803.70
|
| | |
|
| 0024 0002.60 | 8.00 | 2,946.700 | 23,573.60
|
| OVERLAY SOLID LINES | STA | 2,946.700 | 23,573.60
|
| | | 3,755.970 | 30,047.76
|
| | 2,982.670 | 23,861.36
|
| | |
|
| 0025 0030.90 | 44,000.00 | 1.000 | 44,000.00
|
| MOBILIZATION | LS | 1.000 | 44,000.00
|
| | | 1.000 | 44,000.00
|
| | 1.000 | 44,000.00
|
| | |
|
| 0026 1009.00 | 6,000.00 | 1.000 | 6,000.00
|
| GENERAL CLEARING AND GRUBBING | LS | 1.000 | 6,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0027 1011.00 | 10.00 | 473.000 | 4,730.00
|
| WATER | MGAL | 473.000 | 4,730.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0028 1020.03 | 12.00 | 43.000 | 516.00
|
| DELINEATOR, TYPE III | EACH | 43.000 | 516.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0029 1020.20 | 20.00 | 16.000 | 320.00
|
| INSTALL CHEVRONS | EACH | 16.000 | 320.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0030 1021.10 | 3.50 | 43.000 | 150.50
|
| REMOVE DELINEATOR UNITS | EACH | 43.000 | 150.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0031 1030.00 | 4.50 | 7,705.000 | 34,672.50
|
| EARTHWORK MEASURED IN EMBANKMENT | CY | 7,705.000 | 34,672.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0032 1040.00 | 0.33 | 127,600.000 | 42,108.00
|
| SLOPE PROTECTION | SY | 127,600.000 | 42,108.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0033 1040.06 | 0.70 | 128.000 | 89.60
|
| SLOPE PROTECTION MULCH | TON | 128.000 | 89.60
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0034 1120.00 | 300.00 | 10.000 | 3,000.00
|
| REMOVE DISCHARGE STRUCTURE | EACH | 10.000 | 3,000.00
|
| | | 10.000 | 3,000.00
|
| | 10.000 | 3,000.00
|
| | |
|
| 0035 2001.00 | 10.50 | 231.000 | 2,425.50
|
| GRAVEL SURFACE COURSE | CY | 231.000 | 2,425.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0036 2020.00 | 6.00 | 96.000 | 576.00
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 96.000 | 576.00
|
| | | 19.000 | 114.00
|
| | 19.000 | 114.00
|
| | |
|
| 0037 2021.00 | 50.00 | 11.000 | 550.00
|
| MAILBOX POST | EACH | 11.000 | 550.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0038 4004.50 | 2.75 | 4,760.000 | 13,090.00
|
| CAST IRON GRATE AND FRAME | LB | 4,760.000 | 13,090.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0039 4024.55 | 55.00 | 78.000 | 4,290.00
|
| FLUME SPILLWAY | LF | 78.000 | 4,290.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0040 4024.70 | 1,500.00 | 8.000 | 12,000.00
|
| CONCRETE FLUME, TYPE I | EACH | 8.000 | 12,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0041 4105.59 | 850.00 | 16.930 | 14,390.50
|
| CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 16.930 | 14,390.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0042 4155.50 | 2.00 | 1,216.000 | 2,432.00
|
| REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 1,216.000 | 2,432.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0043 7017.00 | 1.50 | 818.000 | 1,227.00
|
| REMOVE GUARDRAIL | LF | 818.000 | 1,227.00
|
| | | 818.000 | 1,227.00
|
| | 0.000 | 0.00
|
| | |
|
| 0044 8111.00 | 250.00 | 20.000 | 5,000.00
|
| SHOULDER SUBGRADE PREPARATION | STA | 20.000 | 5,000.00
|
| | | 20.000 | 5,000.00
|
| | 20.000 | 5,000.00
|
| | |
|
| 0045 9000.75 | 22.28 | 100.000 | 2,228.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 100.000 | 2,228.00
|
| SP4(0.375) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0046 9005.00 | 32.28 | 500.000 | 16,140.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 500.000 | 16,140.00
|
| SP4 SPECIAL(0.375) | | 804.960 | 25,984.11
|
| | 804.960 | 25,984.11
|
| | |
|
| 0047 9005.50 | 22.28 | 49,930.000 | 1,112,440.40
|
| ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0.375) | TON | 49,930.000 | 1,112,440.40
|
| | | 41,902.565 | 933,589.14
|
| | 35,680.765 | 794,967.44
|
| | |
|
| 0048 9009.00 | 1.50 | 5,404.000 | 8,106.00
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 5,404.000 | 8,106.00
|
| | | 1,559.000 | 2,338.50
|
| | 1,559.000 | 2,338.50
|
| | |
|
| 0049 9020.91 | 185.00 | 5.400 | 999.00
|
| PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 5.400 | 999.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0050 9021.01 | 185.00 | 3,227.520 | 597,091.20
|
| PERFORMANCE GRADED BINDER (64-22) | TON | 3,227.520 | 597,091.20
|
| | | 2,546.484 | 471,099.54
|
| | 2,172.974 | 402,000.19
|
| | |
|
| 0051 9030.00 | 2.00 | 7,327.000 | 14,654.00
|
| CONSTRUCTING ASPHALTIC CONCRETE CURB | LF | 7,327.000 | 14,654.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0052 9053.00 | 1.00 | 42,230.000 | 42,230.00
|
| TACK COAT | GAL | 42,230.000 | 42,230.00
|
| | | 38,325.000 | 38,325.00
|
| | 35,625.000 | 35,625.00
|
| | |
|
| 0053 9170.00 | 50.00 | 1,407.937 | 70,396.85
|
| EARTH SHOULDER CONSTRUCTION | STA | 1,407.937 | 70,396.85
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0054 9173.15 | 30.00 | 1,349.639 | 40,489.17
|
| TRENCHED WIDENING | STA | 1,349.639 | 40,489.17
|
| | | 1,429.770 | 42,893.10
|
| | 656.470 | 19,694.10
|
| | |
|
| 0055 9179.23 | 495.00 | 16.000 | 7,920.00
|
| COLD MILLING, CLASS 3 | STA | 16.000 | 7,920.00
|
| | | 16.000 | 7,920.00
|
| | 0.000 | 0.00
|
| | |
|
| 0056 9179.33 | 1.75 | 10,831.000 | 18,954.25
|
| COLD MILLING, CLASS 3 | SY | 10,831.000 | 18,954.25
|
| TYPE A | | 10,831.000 | 18,954.25
|
| | 0.000 | 0.00
|
| | |
|
| 0057 9188.50 | 20.00 | 168.000 | 3,360.00
|
| SURFACING UNDER GUARDRAIL | SY | 168.000 | 3,360.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0058 9300.52 | 7,000.00 | 1.000 | 7,000.00
|
| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 7,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0059 L020.09 | 12.00 | 774.000 | 9,288.00
|
| EROSION CONTROL, TYPE AAA | SY | 774.000 | 9,288.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0060 L020.10 | 1.55 | 1,196.000 | 1,853.80
|
| EROSION CONTROL, TYPE HV | SY | 1,196.000 | 1,853.80
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0061 L022.25 | 3.50 | 921.000 | 3,223.50
|
| FABRIC SILT FENCE, TYPE COIR FIBER | LF | 921.000 | 3,223.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0062 L030.75 | 7.55 | 9,570.000 | 72,253.50
|
| MANURE TOPDRESSING | CY | 9,570.000 | 72,253.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0063 P402.15 | 21.00 | 439.000 | 9,219.00
|
| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 439.000 | 9,219.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 2,263,301.32
|
| | Current | 2,263,301.32
|
| | In place | 1,637,569.10
|
| | This Estimate | 1,369,388.40
|
| | |
|
| GROUP 10 GENERAL ITEMS | | |
|
| 0064 0001.08 | 0.50 | 37,200.000 | 18,600.00
|
| BARRICADE, TYPE II | BDAY | 37,200.000 | 18,600.00
|
| | | 746.000 | 373.00
|
| | 606.000 | 303.00
|
| | |
|
| 0065 0001.10 | 2.50 | 496.000 | 1,240.00
|
| BARRICADE, TYPE III | BDAY | 496.000 | 1,240.00
|
| | | 486.000 | 1,215.00
|
| | 357.000 | 892.50
|
| | |
|
| 0066 0001.75 | 6.00 | 630.000 | 3,780.00
|
| TEMPORARY SIGN DAY | EACH | 630.000 | 3,780.00
|
| | | 917.000 | 5,502.00
|
| | 742.000 | 4,452.00
|
| | |
|
| 0067 0001.90 | 0.50 | 6,784.000 | 3,392.00
|
| SIGN DAY | EACH | 6,784.000 | 3,392.00
|
| | | 1,712.000 | 856.00
|
| | 1,092.000 | 546.00
|
| | |
|
| 0068 0002.30 | 1.00 | 3,650.000 | 3,650.00
|
| PAVEMENT MARKING REMOVAL | LF | 3,650.000 | 3,650.00
|
| | | 400.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
| 0069 0002.39 | 1.25 | 6,600.000 | 8,250.00
|
| TEMPORARY PAVEMENT MARKING, TYPE II | LF | 6,600.000 | 8,250.00
|
| | | 0.000 | 0.00
|
| | -780.000 | -975.00
|
| | |
|
| 0070 0002.76 | 0.05 | 172,600.000 | 8,630.00
|
| PERMANENT PAVEMENT MARKING PAINT | LF | 172,600.000 | 8,630.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0071 0003.10 | 185.00 | 70.000 | 12,950.00
|
| FLAGGING | DAY | 70.000 | 12,950.00
|
| | | 55.000 | 10,175.00
|
| | 43.000 | 7,955.00
|
| | |
|
| 0072 0003.20 | 285.00 | 35.000 | 9,975.00
|
| FURNISHING AND OPERATING PILOT VEHICLE | DAY | 35.000 | 9,975.00
|
| | | 20.000 | 5,700.00
|
| | 14.000 | 3,990.00
|
| | |
|
| 0073 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
| FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | |
|
| 0074 0030.10 | 5,000.00 | 1.000 | 5,000.00
|
| MOBILIZATION | LS | 1.000 | 5,000.00
|
| | | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | |
|
| 0075 9110.01 | 65.00 | 70.000 | 4,550.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 70.000 | 4,550.00
|
| | | 24.000 | 1,560.00
|
| | 24.000 | 1,560.00
|
| | |
|
| 0076 9110.02 | 60.00 | 70.000 | 4,200.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 70.000 | 4,200.00
|
| | | 41.000 | 2,460.00
|
| | 41.000 | 2,460.00
|
| | |
|
| 0077 9110.03 | 50.00 | 70.000 | 3,500.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 70.000 | 3,500.00
|
| | | 134.000 | 6,700.00
|
| | 77.000 | 3,850.00
|
| | |
|
| 0078 9110.07 | 45.00 | 70.000 | 3,150.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 70.000 | 3,150.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 10 GENERAL ITEMS | | Contracted | 92,367.00
|
| | Current | 92,367.00
|
| | In place | 41,441.00
|
| | This Estimate | 31,533.50
|
| | |
|
| Totals for contract | | Contracted | 2,559,569.32
|
|---|
| | Current | 2,559,569.32
|
|---|
| | In place | 1,798,505.10
|
|---|
| | This Estimate | 1,480,906.90
|
|---|