| | | 1. Contracted
|
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| | | 2. Current
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| | | 3. To date
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Item Nbr Item Code | Unit Price | | 4. This Est
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Item Description | Units | Qty | Amount
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GROUP 1 GRADING | | |
|
0001 0030.10 | 3,900.00 | 1.000 | 3,900.00
|
MOBILIZATION | LS | 1.000 | 3,900.00
|
| | 1.000 | 3,900.00
|
| | 1.000 | 3,900.00
|
| | |
|
0002 1000.00 | 275.00 | 55.000 | 15,125.00
|
LARGE TREE REMOVAL | EACH | 55.000 | 15,125.00
|
| | 29.000 | 7,975.00
|
| | 29.000 | 7,975.00
|
| | |
|
0003 1009.00 | 11,000.00 | 1.000 | 11,000.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 11,000.00
|
| | 0.250 | 2,750.00
|
| | 0.250 | 2,750.00
|
| | |
|
0004 1011.00 | 19.00 | 85.000 | 1,615.00
|
WATER | MGAL | 85.000 | 1,615.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1030.00 | 7.10 | 5,636.000 | 40,015.60
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 5,636.000 | 40,015.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1101.00 | 3.90 | 1,188.000 | 4,633.20
|
REMOVE PAVEMENT | SY | 1,188.000 | 4,633.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 1701.30 | 30.00 | 40.000 | 1,200.00
|
30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | LF | 40.000 | 1,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 4040.00 | 150.00 | 2.000 | 300.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 2.000 | 300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 4050.01 | 20.00 | 6.000 | 120.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 6.000 | 120.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 4107.07 | 925.00 | 1.060 | 980.50
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 1.060 | 980.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 4157.00 | 1.00 | 86.000 | 86.00
|
REINFORCING STEEL FOR COLLARS | LB | 86.000 | 86.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 4310.24 | 410.00 | 2.000 | 820.00
|
24" FLARED-END SECTION | EACH | 2.000 | 820.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 4310.30 | 305.00 | 4.000 | 1,220.00
|
30" FLARED-END SECTION | EACH | 4.000 | 1,220.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 6040.00 | 400.00 | 1.000 | 400.00
|
REMOVE STRUCTURE | EACH | 1.000 | 400.00
|
AT STA. 1230+69 RT. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 7017.00 | 1.00 | 1,473.000 | 1,473.00
|
REMOVE GUARDRAIL | LF | 1,473.000 | 1,473.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 L020.00 | 1.55 | 1,122.000 | 1,739.10
|
EROSION CONTROL | SY | 1,122.000 | 1,739.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 P120.24 | 71.00 | 5.000 | 355.00
|
24" CULVERT PIPE, TYPE 2 | LF | 5.000 | 355.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 84,982.40
|
| | Current | 84,982.40
|
| | In place | 14,625.00
|
| | This Estimate | 14,625.00
|
| | |
|
GROUP 5 SEEDING | | |
|
0018 0030.50 | 100.00 | 1.000 | 100.00
|
MOBILIZATION | LS | 1.000 | 100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 L001.01 | 750.00 | 2.000 | 1,500.00
|
SEEDING, TYPE A | ACRE | 2.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0020 L001.02 | 605.00 | 6.000 | 3,630.00
|
SEEDING, TYPE B | ACRE | 6.000 | 3,630.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 L001.03 | 1,265.00 | 1.000 | 1,265.00
|
SEEDING, TYPE C | ACRE | 1.000 | 1,265.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 L032.75 | 70.00 | 18.000 | 1,260.00
|
MULCH | TON | 18.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 L032.80 | 410.00 | 1.200 | 492.00
|
HYDROMULCH | TON | 1.200 | 492.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 8,247.00
|
| | Current | 8,247.00
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0024 0030.70 | 450.00 | 1.000 | 450.00
|
MOBILIZATION | LS | 1.000 | 450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 7011.20 | 11.75 | 1,087.500 | 12,778.13
|
W-BEAM GUARDRAIL | LF | 1,087.500 | 12,778.13
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 7020.00 | 1,650.00 | 8.000 | 13,200.00
|
BRIDGE APPROACH SECTIONS | EACH | 8.000 | 13,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 7022.00 | 400.00 | 1.000 | 400.00
|
END ANCHORAGE ASSEMBLY | EACH | 1.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 7024.25 | 1,800.00 | 2.000 | 3,600.00
|
GUARDRAIL END TREATMENT, TYPE I | EACH | 2.000 | 3,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 7024.27 | 1,475.00 | 7.000 | 10,325.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 7.000 | 10,325.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 40,753.13
|
| | Current | 40,753.13
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0030 0030.90 | 10,500.00 | 1.000 | 10,500.00
|
MOBILIZATION | LS | 1.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 2010.03 | 16.00 | 96.000 | 1,536.00
|
CRUSHED ROCK SURFACE COURSE | TON | 96.000 | 1,536.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 2021.00 | 45.00 | 6.000 | 270.00
|
MAILBOX POST | EACH | 6.000 | 270.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 3040.11 | 116.00 | 4.700 | 545.20
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | SY | 4.700 | 545.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 3040.12 | 113.00 | 98.600 | 11,141.80
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 98.600 | 11,141.80
|
| | 15.300 | 1,728.90
|
| | 15.300 | 1,728.90
|
| | |
|
0035 3040.13 | 111.00 | 46.600 | 5,172.60
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 46.600 | 5,172.60
|
| | 45.300 | 5,028.30
|
| | 45.300 | 5,028.30
|
| | |
|
0036 3221.15 | 113.00 | 214.400 | 24,227.20
|
CONCRETE PAVEMENT, CLASS PR-3500 | SY | 214.400 | 24,227.20
|
JOINT REPAIR | | 149.400 | 16,882.20
|
| | 149.400 | 16,882.20
|
| | |
|
0037 4004.50 | 1.05 | 476.000 | 499.80
|
CAST IRON GRATE AND FRAME | LB | 476.000 | 499.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 4105.59 | 575.00 | 2.020 | 1,161.50
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 2.020 | 1,161.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 4155.50 | 1.00 | 154.000 | 154.00
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 154.000 | 154.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 7490.03 | 0.37 | 14,000.000 | 5,180.00
|
4" YELLOW THERMOPLASTIC | LF | 14,000.000 | 5,180.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 7490.04 | 0.37 | 37,000.000 | 13,690.00
|
4" WHITE THERMOPLASTIC | LF | 37,000.000 | 13,690.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 8003.20 | 32.00 | 365.760 | 11,704.32
|
RESHAPING EXISTING SHOULDER BASE | STA | 365.760 | 11,704.32
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 9005.00 | 53.00 | 100.000 | 5,300.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 5,300.00
|
SP4(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 9005.23 | 13.65 | 8,190.000 | 111,793.50
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 8,190.000 | 111,793.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 9005.45 | 17.00 | 10,610.000 | 180,370.00
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 9009.00 | 2.65 | 1,742.000 | 4,616.30
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 1,742.000 | 4,616.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 9021.03 | 168.00 | 442.260 | 74,299.68
|
PERFORMANCE GRADED BINDER (58-28) | TON | 442.260 | 74,299.68
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 9021.08 | 231.00 | 578.340 | 133,596.54
|
PERFORMANCE GRADED BINDER (64-28) | TON | 578.340 | 133,596.54
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 9030.00 | 5.25 | 1,675.000 | 8,793.75
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | LF | 1,675.000 | 8,793.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 9034.00 | 1.60 | 1,113.000 | 1,780.80
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 1,113.000 | 1,780.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 9053.00 | 0.84 | 12,020.000 | 10,096.80
|
TACK COAT | GAL | 12,020.000 | 10,096.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 9110.01 | 63.00 | 20.000 | 1,260.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 9110.02 | 63.00 | 20.000 | 1,260.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,260.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 9110.03 | 47.00 | 20.000 | 940.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 940.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 9110.07 | 42.00 | 20.000 | 840.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 840.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 9111.00 | 7.00 | 275.000 | 1,925.00
|
WATER | MGAL | 275.000 | 1,925.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 9170.00 | 71.40 | 365.760 | 26,115.26
|
EARTH SHOULDER CONSTRUCTION | STA | 365.760 | 26,115.26
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 9179.23 | 65.00 | 182.880 | 11,887.20
|
COLD MILLING, CLASS 3 | STA | 182.880 | 11,887.20
|
| | 182.880 | 11,887.20
|
| | 0.000 | 0.00
|
| | |
|
0059 9188.50 | 21.00 | 757.000 | 15,897.00
|
SURFACING UNDER GUARDRAIL | SY | 757.000 | 15,897.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 9300.52 | 3,200.00 | 1.000 | 3,200.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 3,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 P402.15 | 45.00 | 11.000 | 495.00
|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | LF | 11.000 | 495.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 680,249.25
|
| | Current | 499,879.25
|
| | In place | 35,526.60
|
| | This Estimate | 23,639.40
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0062 0001.08 | 0.50 | 5,425.000 | 2,712.50
|
BARRICADE, TYPE II | BDAY | 5,425.000 | 2,712.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 0001.10 | 3.20 | 552.000 | 1,766.40
|
BARRICADE, TYPE III | BDAY | 552.000 | 1,766.40
|
| | 40.000 | 128.00
|
| | 28.000 | 89.60
|
| | |
|
0064 0001.75 | 2.05 | 120.000 | 246.00
|
TEMPORARY SIGN DAY | EACH | 120.000 | 246.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 0001.90 | 0.35 | 1,712.000 | 599.20
|
SIGN DAY | EACH | 1,712.000 | 599.20
|
| | 844.000 | 295.40
|
| | 602.000 | 210.70
|
| | |
|
0066 0001.99 | 1.00 | 184.000 | 184.00
|
CONTRACTOR FURNISHED SIGN DAY | EACH | 184.000 | 184.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 0002.55 | 8.50 | 554.600 | 4,714.10
|
OVERLAY BROKEN LINES | STA | 554.600 | 4,714.10
|
| | 190.000 | 1,615.00
|
| | 0.000 | 0.00
|
| | |
|
0068 0002.60 | 8.50 | 1,109.200 | 9,428.20
|
OVERLAY SOLID LINES | STA | 1,109.200 | 9,428.20
|
| | 380.000 | 3,230.00
|
| | 0.000 | 0.00
|
| | |
|
0069 0003.10 | 130.00 | 36.000 | 4,680.00
|
FLAGGING | DAY | 36.000 | 4,680.00
|
| | 14.000 | 1,820.00
|
| | 4.000 | 520.00
|
| | |
|
0070 0003.20 | 210.00 | 10.000 | 2,100.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 10.000 | 2,100.00
|
| | 7.000 | 1,470.00
|
| | 2.000 | 420.00
|
| | |
|
0071 0010.04 | 1,900.00 | 1.000 | 1,900.00
|
FIELD OFFICE | EACH | 1.000 | 1,900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 0030.00 | 1,437.82 | 1.000 | 1,437.82
|
MOBILIZATION | LS | 1.000 | 1,437.82
|
| | 1.000 | 1,437.82
|
| | 1.000 | 1,437.82
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 29,768.22
|
| | Current | 29,768.22
|
| | In place | 9,996.22
|
| | This Estimate | 2,678.12
|
| | |
|
Totals for contract | | Contracted | 844,000.00
|
---|
| | Current | 663,630.00
|
---|
| | In place | 60,147.82
|
---|
| | This Estimate | 40,942.52
|
---|