| | | 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 | 4,500.00 | 1.000 | 4,500.00
|
MOBILIZATION | LS | 1.000 | 4,500.00
|
| | 1.000 | 4,500.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 12,500.00 | 1.000 | 12,500.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 12,500.00
|
| | 0.850 | 10,625.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1010.01 | 2.75 | 3,974.000 | 10,928.50
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 3,974.000 | 10,928.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1011.00 | 9.00 | 261.000 | 2,349.00
|
WATER | MGAL | 261.000 | 2,349.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1012.00 | 80.00 | 12.000 | 960.00
|
RIGHT-OF-WAY MARKERS | EACH | 12.000 | 960.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 1030.00 | 4.09 | 11,581.000 | 47,366.29
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 11,581.000 | 47,366.29
|
| | 3,974.000 | 16,253.66
|
| | 0.000 | 0.00
|
| | |
|
0007 1040.05 | 0.30 | 3,682.000 | 1,104.60
|
TEMPORARY SLOPE PROTECTION | SY | 3,682.000 | 1,104.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 1102.00 | 3.73 | 7,598.000 | 28,340.54
|
REMOVE ASPHALT SURFACE | SY | 7,598.000 | 28,340.54
|
| | 277.000 | 1,033.21
|
| | 277.000 | 1,033.21
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| | |
|
0009 L020.00 | 1.50 | 1,340.000 | 2,010.00
|
EROSION CONTROL | SY | 1,340.000 | 2,010.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 L022.11 | 3.50 | 911.000 | 3,188.50
|
FABRIC SILT FENCE-LOW POROSITY | LF | 911.000 | 3,188.50
|
| | 424.000 | 1,484.00
|
| | 424.000 | 1,484.00
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| | |
|
0011 P300.48 | 65.00 | 132.000 | 8,580.00
|
48" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 132.000 | 8,580.00
|
| | 132.000 | 8,580.00
|
| | 0.000 | 0.00
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| | |
|
0012 P300.60 | 85.00 | 224.000 | 19,040.00
|
60" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 224.000 | 19,040.00
|
| | 224.000 | 19,040.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 1 GRADING | | Contracted | 140,867.43
|
| | Current | 140,867.43
|
| | In place | 61,515.87
|
| | This Estimate | 2,517.21
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| | |
|
GROUP 4 CULVERTS AT STA. 16+69.32 | | |
|
0013 0030.40 | 2,450.00 | 1.000 | 2,450.00
|
MOBILIZATION | LS | 1.000 | 2,450.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0014 4051.01 | 13.00 | 259.000 | 3,367.00
|
EXCAVATION FOR BOX CULVERTS | CY | 259.000 | 3,367.00
|
| | 259.000 | 3,367.00
|
| | 259.000 | 3,367.00
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| | |
|
0015 4101.06 | 271.00 | 177.840 | 48,194.64
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 177.840 | 48,194.64
|
| | 180.664 | 48,959.94
|
| | 180.664 | 48,959.94
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| | |
|
0016 4151.00 | 0.56 | 19,900.000 | 11,144.00
|
REINFORCING STEEL FOR BOX CULVERT | LB | 19,900.000 | 11,144.00
|
| | 19,900.000 | 11,144.00
|
| | 19,900.000 | 11,144.00
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| | |
|
0017 6040.00 | 4,000.00 | 1.000 | 4,000.00
|
REMOVE STRUCTURE | EACH | 1.000 | 4,000.00
|
AT STA. 16+83.39 | | 2.000 | 8,000.00
|
| | 2.000 | 8,000.00
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| | |
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GROUP 4 CULVERTS AT STA. 16+69.32 | | Contracted | 69,155.64
|
| | Current | 69,155.64
|
| | In place | 71,470.94
|
| | This Estimate | 71,470.94
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| | |
|
GROUP 6 BRIDGE AT STA. 115+75.71 | | |
|
0018 0030.60 | 15,000.00 | 1.000 | 15,000.00
|
MOBILIZATION | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 1010.01 | 5.75 | 257.000 | 1,477.75
|
EXCAVATION (ESTABLISHED QUANTITY) | CY | 257.000 | 1,477.75
|
| | 307.140 | 1,766.06
|
| | 307.140 | 1,766.06
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| | |
|
0020 1043.50 | 2.50 | 497.100 | 1,242.75
|
RIPRAP FILTER FABRIC | SY | 497.100 | 1,242.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0021 3050.15 | 189.00 | 160.800 | 30,391.20
|
CONCRETE FOR PAVEMENT APPROACHES CLASS 47BD-4000 | CY | 160.800 | 30,391.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 3051.10 | 0.63 | 17,634.000 | 11,109.42
|
EPOXY COATED REINFORCING STEEL FOR PAVEMENT APPROACHES | LB | 17,634.000 | 11,109.42
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0023 6000.10 | 1,550.00 | 1.000 | 1,550.00
|
ABUTMENT NO.1 EXCAVATION | LS | 1.000 | 1,550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0024 6000.11 | 1,550.00 | 1.000 | 1,550.00
|
ABUTMENT NO.2 EXCAVATION | LS | 1.000 | 1,550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0025 6001.50 | 3,225.00 | 1.000 | 3,225.00
|
BENT NO.1 EXCAVATION | LS | 1.000 | 3,225.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 6001.51 | 3,225.00 | 1.000 | 3,225.00
|
BENT NO.2 EXCAVATION | LS | 1.000 | 3,225.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0027 6010.22 | 296.50 | 121.400 | 35,995.10
|
CLASS 47B-3000 CONCRETE FOR BRIDGE | CY | 121.400 | 35,995.10
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0028 6010.26 | 304.75 | 110.700 | 33,735.83
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 110.700 | 33,735.83
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0029 6040.00 | 5,100.00 | 1.000 | 5,100.00
|
REMOVE STRUCTURE | EACH | 1.000 | 5,100.00
|
AT STA. 115+80.71 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0030 6080.00 | 1.40 | 540.000 | 756.00
|
STRUCTURAL STEEL FOR SUBSTRUCTURE | LB | 540.000 | 756.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 6105.02 | 40.00 | 340.000 | 13,600.00
|
ROCK RIPRAP, TYPE B | TON | 340.000 | 13,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 6131.50 | 0.62 | 40,534.000 | 25,131.08
|
EPOXY COATED REINFORCING STEEL | LB | 40,534.000 | 25,131.08
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 6210.50 | 33.00 | 1,400.000 | 46,200.00
|
PIPE PILING | LF | 1,400.000 | 46,200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 6310.00 | 13.00 | 1,724.600 | 22,419.80
|
STEEL SHEET PILING | SF | 1,724.600 | 22,419.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 8091.00 | 20.00 | 147.700 | 2,954.00
|
GRANULAR BACKFILL | CY | 147.700 | 2,954.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 115+75.71 | | Contracted | 254,662.93
|
| | Current | 254,662.93
|
| | In place | 1,766.06
|
| | This Estimate | 1,766.06
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0056 0030.70 | 400.00 | 1.000 | 400.00
|
MOBILIZATION | LS | 1.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 7011.20 | 12.33 | 87.500 | 1,078.88
|
W-BEAM GUARDRAIL | LF | 87.500 | 1,078.88
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 7020.00 | 2,625.00 | 4.000 | 10,500.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 10,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 7024.27 | 1,315.00 | 4.000 | 5,260.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 5,260.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 7 GUARDRAIL | | Contracted | 17,238.88
|
| | Current | 17,238.88
|
| | In place | 0.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0060 0030.90 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
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| | |
|
0061 8008.00 | 35.00 | 62.000 | 2,170.00
|
ARMOR COAT AGGREGATE | CY | 62.000 | 2,170.00
|
| | 126.100 | 4,413.50
|
| | 0.000 | 0.00
|
| | |
|
0062 9005.00 | 30.00 | 50.000 | 1,500.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 50.000 | 1,500.00
|
SP2(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 9005.30 | 30.00 | 1,400.000 | 42,000.00
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 1,400.000 | 42,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 9009.00 | 13.00 | 196.000 | 2,548.00
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 196.000 | 2,548.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 9021.01 | 180.00 | 78.300 | 14,094.00
|
PERFORMANCE GRADED BINDER (64-22) | TON | 78.300 | 14,094.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 9052.00 | 1.30 | 1,670.000 | 2,171.00
|
ARMOR COAT EMULSIFIED ASPHALT | GAL | 1,670.000 | 2,171.00
|
| | 3,478.000 | 4,521.40
|
| | 0.000 | 0.00
|
| | |
|
0067 9053.00 | 1.30 | 270.000 | 351.00
|
TACK COAT | GAL | 270.000 | 351.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 9111.00 | 10.00 | 54.000 | 540.00
|
WATER | MGAL | 54.000 | 540.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 9170.00 | 65.00 | 71.808 | 4,667.52
|
EARTH SHOULDER CONSTRUCTION | STA | 71.808 | 4,667.52
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 9173.00 | 200.00 | 35.904 | 7,180.80
|
SUBGRADE PREPARATION | STA | 35.904 | 7,180.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 9188.01 | 2.25 | 6,220.000 | 13,995.00
|
BITUMINOUS SURFACE COURSE | SY | 6,220.000 | 13,995.00
|
| | 6,220.000 | 13,995.00
|
| | 0.000 | 0.00
|
| | |
|
0072 9188.50 | 25.00 | 300.000 | 7,500.00
|
SURFACING UNDER GUARDRAIL | SY | 300.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 L001.01 | 710.00 | 2.440 | 1,732.40
|
SEEDING, TYPE A | ACRE | 2.440 | 1,732.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 L001.02 | 590.00 | 1.110 | 654.90
|
SEEDING, TYPE B | ACRE | 1.110 | 654.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 L032.75 | 75.00 | 7.990 | 599.25
|
MULCH | TON | 7.990 | 599.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 103,703.87
|
| | Current | 103,703.87
|
| | In place | 24,929.90
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0076 0001.08 | 0.50 | 2,170.000 | 1,085.00
|
BARRICADE, TYPE II | BDAY | 2,170.000 | 1,085.00
|
| | 596.000 | 298.00
|
| | 332.000 | 166.00
|
| | |
|
0077 0001.10 | 2.00 | 1,420.000 | 2,840.00
|
BARRICADE, TYPE III | BDAY | 1,420.000 | 2,840.00
|
| | 518.000 | 1,036.00
|
| | 387.000 | 774.00
|
| | |
|
0078 0001.90 | 0.35 | 5,060.000 | 1,771.00
|
SIGN DAY | EACH | 5,060.000 | 1,771.00
|
| | 1,468.000 | 513.80
|
| | 994.000 | 347.90
|
| | |
|
0079 0002.30 | 0.35 | 2,450.000 | 857.50
|
PAVEMENT MARKING REMOVAL | LF | 2,450.000 | 857.50
|
| | 123.000 | 43.05
|
| | 0.000 | 0.00
|
| | |
|
0080 0002.44 | 0.25 | 11,300.000 | 2,825.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 11,300.000 | 2,825.00
|
| | 8,455.000 | 2,113.75
|
| | 0.000 | 0.00
|
| | |
|
0081 0003.10 | 190.00 | 30.000 | 5,700.00
|
FLAGGING | DAY | 30.000 | 5,700.00
|
| | 4.000 | 760.00
|
| | 0.000 | 0.00
|
| | |
|
0082 0010.04 | 1,550.00 | 1.000 | 1,550.00
|
FIELD OFFICE | EACH | 1.000 | 1,550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0083 0030.00 | 6,000.00 | 1.000 | 6,000.00
|
MOBILIZATION | LS | 1.000 | 6,000.00
|
| | 0.464 | 2,787.00
|
| | 0.000 | 0.00
|
| | |
|
0084 9110.01 | 75.00 | 20.000 | 1,500.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,500.00
|
| | 5.000 | 375.00
|
| | 0.000 | 0.00
|
| | |
|
0085 9110.02 | 90.00 | 10.000 | 900.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 900.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0086 9110.03 | 60.00 | 20.000 | 1,200.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 1,200.00
|
| | 8.000 | 480.00
|
| | 8.000 | 480.00
|
| | |
|
0087 9110.06 | 70.00 | 10.000 | 700.00
|
RENTAL OF BACKHOE, FULLY OPERATED | HOUR | 10.000 | 700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0088 9110.07 | 45.00 | 20.000 | 900.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 900.00
|
| | 10.000 | 450.00
|
| | 10.000 | 450.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 27,828.50
|
| | Current | 27,828.50
|
| | In place | 8,856.60
|
| | This Estimate | 2,217.90
|
| | |
|
Totals for contract | | Contracted | 613,457.24
|
---|
| | Current | 613,457.24
|
---|
| | In place | 168,539.37
|
---|
| | This Estimate | 77,972.11
|
---|