| | | 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 9 BITUMINOUS | | |
|
0001 L001.02 | 936.27 | 6.350 | 5,945.31
|
SEEDING, TYPE B | ha | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0002 L020.00 | 1.57 | 5,169.600 | 8,116.27
|
EROSION CONTROL | m2 | 5,169.600 | 8,116.27
|
| | 4,623.350 | 7,258.66
|
| | 0.000 | 0.00
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| | |
|
0003 L032.75 | 56.65 | 31.750 | 1,798.64
|
MULCH | Mg | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
0004 0001.08 | 0.50 | 9,500.000 | 4,750.00
|
BARRICADE, TYPE II | BDAY | 9,500.000 | 4,750.00
|
| | 33,120.000 | 16,560.00
|
| | 0.000 | 0.00
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| | |
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0005 0001.10 | 3.09 | 876.000 | 2,706.84
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BARRICADE, TYPE III | BDAY | 876.000 | 2,706.84
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| | 3,660.000 | 11,309.40
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| | 0.000 | 0.00
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| | |
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0006 0001.30 | 3.09 | 438.000 | 1,353.42
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 438.000 | 1,353.42
|
| | 437.000 | 1,350.33
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| | 0.000 | 0.00
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| | |
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0007 0001.90 | 0.41 | 10,436.000 | 4,278.76
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SIGN DAY | EACH | 10,436.000 | 4,278.76
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| | 19,587.000 | 8,030.67
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| | 0.000 | 0.00
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| | |
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0008 0002.40 | 20.60 | 324.980 | 6,694.59
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TEMPORARY SOLID LINES | StaM | 324.980 | 6,694.59
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| | 252.820 | 5,208.10
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| | 0.000 | 0.00
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| | |
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0009 0002.45 | 21.63 | 43.070 | 931.60
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TEMPORARY BROKEN LINES | StaM | 43.070 | 931.60
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| | 144.748 | 3,130.90
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| | 0.000 | 0.00
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| | |
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0010 0002.61 | 41.20 | 103.000 | 4,243.60
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PLOWABLE PAVEMENT MARKER | EACH | 103.000 | 4,243.60
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| | 253.000 | 10,423.60
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| | 0.000 | 0.00
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| | |
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0011 0003.10 | 275.00 | 180.000 | 49,500.00
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FLAGGING | DAY | 180.000 | 49,500.00
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| | 407.000 | 111,925.00
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| | 0.000 | 0.00
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| | |
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0012 0003.20 | 387.00 | 25.000 | 9,675.00
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FURNISHING AND OPERATING PILOT VEHICLE | DAY | 25.000 | 9,675.00
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| | 84.000 | 32,508.00
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| | 0.000 | 0.00
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| | |
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0013 0010.04 | 3,350.00 | 1.000 | 3,350.00
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FIELD OFFICE | EACH | 1.000 | 3,350.00
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| | 1.000 | 3,350.00
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| | 0.000 | 0.00
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0014 0030.90 | 140,000.00 | 1.000 | 140,000.00
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MOBILIZATION | LS | 1.000 | 140,000.00
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| | 1.000 | 140,000.00
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| | 0.000 | 0.00
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| | |
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0015 1020.03 | 12.36 | 70.000 | 865.20
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DELINEATOR, TYPE III | EACH | 70.000 | 865.20
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| | 67.000 | 828.12
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| | 67.000 | 828.12
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0016 1021.10 | 5.15 | 70.000 | 360.50
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REMOVE DELINEATOR UNITS | EACH | 70.000 | 360.50
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| | 30.000 | 154.50
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| | 0.000 | 0.00
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0017 1033.00 | 3,324.68 | 10.590 | 35,208.36
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ROADWAY GRADING | StaM | 10.590 | 35,208.36
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| | 10.590 | 35,208.36
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| | 0.000 | 0.00
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| | |
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0018 1102.00 | 2.14 | 55,234.000 | 118,200.76
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REMOVE ASPHALT SURFACE | m2 | 55,234.000 | 118,200.76
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| | 55,589.600 | 118,961.74
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| | 0.000 | 0.00
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| | |
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0019 1102.05 | 3.58 | 6,654.000 | 23,821.32
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REMOVE ASPHALT SURFACING FROM PAVEMENT | m2 | 6,654.000 | 23,821.32
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| | 8,042.720 | 28,792.93
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| | 0.000 | 0.00
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| | |
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0020 1109.00 | 2.73 | 249.000 | 679.77
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REMOVE CURB | m | 249.000 | 679.77
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| | 231.000 | 630.63
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| | 0.000 | 0.00
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| | |
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0021 2021.00 | 51.50 | 8.000 | 412.00
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MAILBOX POST | EACH | 8.000 | 412.00
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| | 13.000 | 669.50
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| | 3.000 | 154.50
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| | |
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0022 3040.11 | 133.90 | 40.400 | 5,409.56
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CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | m2 | 40.400 | 5,409.56
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| | 130.160 | 17,428.42
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| | 0.000 | 0.00
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| | |
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0023 3040.12 | 108.15 | 406.700 | 43,984.61
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CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | m2 | 406.700 | 43,984.61
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| | 781.000 | 84,465.16
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| | 0.000 | 0.00
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0024 3040.13 | 90.64 | 1,569.400 | 142,250.42
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CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | m2 | 1,569.400 | 142,250.42
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| | 1,708.200 | 154,831.24
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| | 0.000 | 0.00
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0025 3040.18 | 123.60 | 29.000 | 3,584.40
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CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | m2 | 29.000 | 3,584.40
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| | 79.510 | 9,827.44
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| | 0.000 | 0.00
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| | |
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0026 3041.25 | 1,513.75 | 2.000 | 3,027.50
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BITUMINOUS PATCHING | Mg | 2.000 | 3,027.50
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| | 17.230 | 26,081.91
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| | 15.230 | 23,054.41
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| | |
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0027 3200.00 | 108.15 | 89.200 | 9,646.98
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CONCRETE PAVEMENT JOINT REPAIR | m2 | 89.200 | 9,646.98
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| | 52.200 | 5,645.43
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| | 0.000 | 0.00
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0028 3210.10 | 3.55 | 71,658.400 | 254,387.32
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DIAMOND GRINDING AND TEXTURING CONCRETE PAVEMENT | m2 | 71,658.400 | 254,387.32
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| | 70,727.100 | 251,081.21
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| | 0.000 | 0.00
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| | |
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0029 3211.00 | 3.28 | 25,427.000 | 83,400.56
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SEALING TRANSVERSE JOINT | m | 25,427.000 | 83,400.56
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| | 25,148.150 | 82,485.93
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| | 0.000 | 0.00
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| | |
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0030 3211.10 | 3.38 | 938.000 | 3,170.44
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SEALING TRANSVERSE WORKING CRACK | m | 938.000 | 3,170.44
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| | 788.000 | 2,663.44
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| | 0.000 | 0.00
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0031 3300.50 | 5,150.00 | 1.000 | 5,150.00
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PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 5,150.00
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| | 1.000 | 5,150.00
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| | 0.000 | 0.00
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0032 7001.00 | 636.54 | 6.000 | 3,819.24
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SPECIAL GUARDRAIL POST | EACH | 6.000 | 3,819.24
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| | 7.000 | 4,455.78
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| | 0.000 | 0.00
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0033 7011.20 | 70.89 | 401.960 | 28,494.94
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W-BEAM GUARDRAIL | m | 401.960 | 28,494.94
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| | 394.340 | 27,954.76
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| | 0.000 | 0.00
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0034 7015.00 | 22.76 | 794.820 | 18,090.10
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CABLE GUARDRAIL | m | 794.820 | 18,090.10
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| | 686.200 | 15,617.91
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| | 0.000 | 0.00
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0035 7017.00 | 9.99 | 1,170.660 | 11,694.89
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REMOVE GUARDRAIL | m | 1,170.660 | 11,694.89
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| | 1,170.750 | 11,695.79
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| | 0.000 | 0.00
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0036 7021.70 | 1,936.40 | 12.000 | 23,236.80
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GUARDRAIL END TREATMENT, SRT-350 | EACH | 12.000 | 23,236.80
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| | 12.000 | 23,236.80
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| | 0.000 | 0.00
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0037 7023.00 | 1,423.46 | 12.000 | 17,081.52
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TERMINAL ANCHORAGE SECTIONS | EACH | 12.000 | 17,081.52
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| | 12.000 | 17,081.52
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| | 0.000 | 0.00
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0038 7502.04 | 7.21 | 75.000 | 540.75
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100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | m | 75.000 | 540.75
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| | 56.240 | 405.49
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| | 0.000 | 0.00
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0039 7503.04 | 7.21 | 2,180.000 | 15,717.80
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100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 2,180.000 | 15,717.80
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| | 2,420.000 | 17,448.20
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| | 0.000 | 0.00
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0040 7509.04 | 21.63 | 108.000 | 2,336.04
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300 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | m | 108.000 | 2,336.04
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| | 169.820 | 3,673.21
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| | 0.000 | 0.00
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0041 8111.20 | 1.08 | 54,947.000 | 59,342.76
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SHOULDER SUBGRADE PREPARATION | m2 | 54,947.000 | 59,342.76
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| | 58,689.000 | 63,384.12
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| | 0.000 | 0.00
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0042 9000.75 | 17.20 | 100.000 | 1,720.00
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ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | Mg | 100.000 | 1,720.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0043 9005.00 | 29.70 | 100.000 | 2,970.00
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ASPHALTIC CONCRETE FOR PATCHING, TYPE | Mg | 100.000 | 2,970.00
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0044 9005.23 | 16.82 | 22,720.000 | 382,150.40
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ASPHALTIC CONCRETE, TYPE SPS | Mg | 22,720.000 | 382,150.40
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| | 23,467.699 | 394,726.70
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| | 0.000 | 0.00
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0045 9005.35 | 20.63 | 6,550.000 | 135,126.50
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ASPHALTIC CONCRETE, TYPE SP3(12.5) | Mg | 6,550.000 | 135,126.50
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| | 8,528.121 | 175,935.13
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| | 0.000 | 0.00
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0046 9020.92 | 158.27 | 5.300 | 838.83
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PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCE | Mg | 5.300 | 838.83
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PATCHING | | 0.000 | 0.00
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| | 0.000 | 0.00
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0047 9021.03 | 158.27 | 1,204.160 | 190,582.40
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PERFORMANCE GRADED BINDER (58-28) | Mg | 1,204.160 | 190,582.40
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| | 474.027 | 75,024.25
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| | 0.000 | 0.00
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0048 9021.08 | 209.82 | 345.800 | 72,555.76
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PERFORMANCE GRADED BINDER (64-28) | Mg | 345.800 | 72,555.76
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| | 242.808 | 50,945.98
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| | 0.000 | 0.00
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0049 9030.00 | 7.66 | 249.000 | 1,907.34
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CONSTRUCTING ASPHALTIC CONCRETE CURB | m | 249.000 | 1,907.34
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| | 216.000 | 1,654.56
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| | 0.000 | 0.00
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0050 9053.00 | 0.28 | 42,858.000 | 12,000.24
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TACK COAT | L | 42,858.000 | 12,000.24
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| | 35,632.685 | 9,977.16
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| | 0.000 | 0.00
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0051 9110.01 | 65.00 | 40.000 | 2,600.00
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RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 2,600.00
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| | 23.125 | 1,503.13
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| | 0.000 | 0.00
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0052 9110.02 | 65.00 | 40.000 | 2,600.00
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RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 40.000 | 2,600.00
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| | 20.625 | 1,340.63
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| | 0.000 | 0.00
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0053 9110.03 | 55.00 | 40.000 | 2,200.00
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RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 2,200.00
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| | 56.750 | 3,121.25
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| | 0.000 | 0.00
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0054 9110.07 | 45.00 | 40.000 | 1,800.00
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RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 1,800.00
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| | 9.500 | 427.50
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| | 0.000 | 0.00
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0055 9111.00 | 5.15 | 855.000 | 4,403.25
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WATER | kL | 855.000 | 4,403.25
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| | 37.850 | 194.93
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| | 37.850 | 194.93
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0056 9140.00 | 123.60 | 204.256 | 25,246.04
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JOINT SEALING - ASPHALT TO CONCRETE | StaM | 204.256 | 25,246.04
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| | 197.010 | 24,350.44
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| | 0.000 | 0.00
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0057 9170.00 | 245.69 | 36.163 | 8,884.89
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EARTH SHOULDER CONSTRUCTION | StaM | 36.163 | 8,884.89
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| | 37.016 | 9,094.46
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| | 0.000 | 0.00
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0058 9179.23 | 1,198.16 | 8.348 | 10,002.24
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COLD MILLING, CLASS 3 | StaM | 8.348 | 10,002.24
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| | 8.348 | 10,002.24
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| | 0.000 | 0.00
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0059 9179.80 | 964.25 | 4.000 | 3,857.00
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MILLING CONCRETE FOR INLAYS | EACH | 4.000 | 3,857.00
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| | 8.000 | 7,714.00
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| | 0.000 | 0.00
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0060 9188.50 | 14.57 | 1,852.000 | 26,983.64
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SURFACING UNDER GUARDRAIL | m2 | 1,852.000 | 26,983.64
|
| | 2,091.540 | 30,473.74
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| | 0.000 | 0.00
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0061 9206.00 | 5.75 | 4,811.000 | 27,663.25
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FABRIC REINFORCEMENT CRACK REPAIR | m | 4,811.000 | 27,663.25
|
| | 1,940.600 | 11,158.45
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| | 0.000 | 0.00
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0062 9300.01 | 25.00 | 7.000 | 175.00
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ASPHALT CONCRETE THICKNESS CORE | EACH | 7.000 | 175.00
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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4001 0030.01 | 7,930.00 | 0.000 | 0.00
|
ADDITIONAL MOBILIZATION | LS | 1.000 | 7,930.00
|
| | 1.000 | 7,930.00
|
| | 0.000 | 0.00
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| | |
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4002 L001.02 | 943.68 | 0.000 | 0.00
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SEEDING, TYPE B | ha | 8.900 | 8,398.75
|
| | 0.000 | 0.00
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| | 0.000 | 0.00
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|
GROUP 9 BITUMINOUS | | Contracted | 2,073,525.36
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| | Current | 2,082,110.16
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| | In place | 2,176,488.75
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| | This Estimate | 24,231.96
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| | |
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Totals for contract | | Contracted | 2,073,525.36
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| | Current | 2,082,110.16
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| | In place | 2,176,488.75
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| | This Estimate | 24,231.96
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