| | | 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 3 CONCRETE PAVEMENT | | |
|
0001 0001.10 | 1.56 | 2,250.000 | 3,510.00
|
BARRICADE, TYPE III | BDAY | 2,250.000 | 3,510.00
|
| | 3,405.000 | 5,311.80
|
| | 206.000 | 321.36
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| | |
|
0002 0001.90 | 0.78 | 3,750.000 | 2,925.00
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SIGN DAY | EACH | 3,750.000 | 2,925.00
|
| | 1,349.000 | 1,052.22
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| | 282.000 | 219.96
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| | |
|
0003 0001.98 | 0.73 | 2,000.000 | 1,460.00
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CONTRACTOR FURNISHED SIGN | EACH | 2,000.000 | 1,460.00
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| | 1,957.000 | 1,428.61
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| | 114.000 | 83.22
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| | |
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0004 0010.04 | 3,576.76 | 1.000 | 3,576.76
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FIELD OFFICE | EACH | 1.000 | 3,576.76
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| | 1.000 | 3,576.76
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| | 0.000 | 0.00
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| | |
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0005 0030.30 | 136,788.66 | 1.000 | 136,788.66
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MOBILIZATION | LS | 1.000 | 136,788.66
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| | 1.000 | 136,788.66
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| | 0.000 | 0.00
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| | |
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0006 1009.00 | 1,040.00 | 1.000 | 1,040.00
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GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,040.00
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| | 1.000 | 1,040.00
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| | 0.000 | 0.00
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| | |
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0007 1020.03 | 18.72 | 67.000 | 1,254.24
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DELINEATOR, TYPE III | EACH | 67.000 | 1,254.24
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0008 1020.20 | 23.92 | 32.000 | 765.44
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INSTALL CHEVRONS | EACH | 32.000 | 765.44
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0009 1021.10 | 5.20 | 66.000 | 343.20
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REMOVE DELINEATOR UNITS | EACH | 66.000 | 343.20
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| | 75.000 | 390.00
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| | 0.000 | 0.00
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| | |
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0010 1030.00 | 5.46 | 1,460.000 | 7,971.60
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EARTHWORK MEASURED IN EMBANKMENT | CY | 1,460.000 | 7,971.60
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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| | |
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0011 2001.00 | 36.39 | 70.000 | 2,547.30
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GRAVEL SURFACE COURSE | CY | 70.000 | 2,547.30
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| | 65.000 | 2,365.35
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| | 65.000 | 2,365.35
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0012 3075.36 | 18.29 | 98,532.000 | 1,802,150.28
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8" DOWELED CONCRETE PAVEMENT, CLASS 47B-3500 | SY | 98,532.000 | 1,802,150.28
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| | 98,624.400 | 1,803,840.28
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| | 0.000 | 0.00
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0013 3300.50 | 4,915.14 | 1.000 | 4,915.14
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PORTLAND CEMENT CONCRETE SMOOTHNESS TESTING | LS | 1.000 | 4,915.14
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| | 1.000 | 4,915.14
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| | 0.000 | 0.00
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| | |
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0014 3300.65 | 52.00 | 45.000 | 2,340.00
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CONCRETE PAVEMENT THICKNESS CORE | EACH | 45.000 | 2,340.00
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| | 49.000 | 2,548.00
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| | 0.000 | 0.00
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0015 4024.55 | 46.80 | 11.000 | 514.80
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FLUME SPILLWAY | LF | 11.000 | 514.80
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| | 5.000 | 234.00
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| | 5.000 | 234.00
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0016 4024.70 | 1,248.00 | 1.000 | 1,248.00
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CONCRETE FLUME, TYPE I | EACH | 1.000 | 1,248.00
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| | 1.000 | 1,248.00
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| | 1.000 | 1,248.00
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0017 4035.00 | 104.00 | 3.000 | 312.00
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REMOVE FLARED-END SECTION | EACH | 3.000 | 312.00
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| | 3.000 | 312.00
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| | 0.000 | 0.00
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0018 4050.01 | 31.20 | 15.000 | 468.00
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EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 15.000 | 468.00
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| | 15.000 | 468.00
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| | 0.000 | 0.00
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0019 4350.24 | 36.40 | 36.000 | 1,310.40
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24" CORRUGATED METAL PIPE | LF | 36.000 | 1,310.40
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| | 36.000 | 1,310.40
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| | 0.000 | 0.00
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0020 4360.24 | 265.20 | 3.000 | 795.60
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24" METAL FLARED-END SECTION | EACH | 3.000 | 795.60
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| | 3.000 | 795.60
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| | 0.000 | 0.00
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0021 7011.20 | 14.56 | 337.500 | 4,914.00
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W-BEAM GUARDRAIL | LF | 337.500 | 4,914.00
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| | 337.500 | 4,914.00
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| | 337.500 | 4,914.00
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0022 7017.00 | 1.56 | 800.000 | 1,248.00
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REMOVE GUARDRAIL | LF | 800.000 | 1,248.00
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| | 706.000 | 1,101.36
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| | 0.000 | 0.00
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0023 7024.27 | 1,508.00 | 4.000 | 6,032.00
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GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,032.00
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| | 4.000 | 6,032.00
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| | 4.000 | 6,032.00
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0024 8029.84 | 0.89 | 68,263.000 | 60,754.07
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BITUMINOUS FOUNDATION COURSE 4" | SY | 68,263.000 | 60,754.07
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| | 68,149.334 | 60,652.90
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| | 0.000 | 0.00
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0025 8111.00 | 54.75 | 738.994 | 40,459.92
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SHOULDER SUBGRADE PREPARATION | STA | 738.994 | 40,459.92
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| | 739.680 | 40,497.48
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| | 0.000 | 0.00
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0026 9000.75 | 20.80 | 500.000 | 10,400.00
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ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 10,400.00
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SPS | | 0.000 | 0.00
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| | 0.000 | 0.00
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0027 9005.00 | 27.30 | 50.000 | 1,365.00
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ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 50.000 | 1,365.00
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SPS | | 0.000 | 0.00
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| | 0.000 | 0.00
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0028 9005.23 | 17.32 | 15,440.000 | 267,420.80
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ASPHALTIC CONCRETE, TYPE SPS | TON | 15,440.000 | 267,420.80
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| | 16,662.170 | 288,588.78
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| | 0.000 | 0.00
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0029 9009.00 | 1.56 | 2,995.000 | 4,672.20
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PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 2,995.000 | 4,672.20
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| | 3,338.000 | 5,207.28
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| | 0.000 | 0.00
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0030 9020.92 | 177.84 | 27.000 | 4,801.68
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PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 4,801.68
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0031 9021.03 | 177.84 | 839.160 | 149,236.21
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PERFORMANCE GRADED BINDER (58-28) | TON | 839.160 | 149,236.21
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| | 375.120 | 66,711.34
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| | 0.000 | 0.00
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0032 9030.00 | 2.60 | 813.000 | 2,113.80
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CONSTRUCTING ASPHALTIC CONCRETE CURB | LF | 813.000 | 2,113.80
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| | 843.000 | 2,191.80
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| | 0.000 | 0.00
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0033 9034.00 | 6.24 | 172.000 | 1,073.28
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PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 172.000 | 1,073.28
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| | 172.000 | 1,073.28
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| | 0.000 | 0.00
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0034 9053.00 | 1.30 | 3,910.000 | 5,083.00
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TACK COAT | GAL | 3,910.000 | 5,083.00
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| | 9,576.000 | 12,448.80
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| | 0.000 | 0.00
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0035 9110.01 | 88.34 | 10.000 | 883.40
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RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 883.40
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| | 4.500 | 397.53
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| | 0.000 | 0.00
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0036 9110.02 | 91.06 | 10.000 | 910.60
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RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 910.60
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| | 3.500 | 318.71
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| | 0.000 | 0.00
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0037 9110.03 | 50.59 | 10.000 | 505.90
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RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 505.90
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| | 9.500 | 480.61
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| | 0.000 | 0.00
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0038 9110.07 | 55.12 | 10.000 | 551.20
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RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 551.20
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| | 3.000 | 165.36
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| | 0.000 | 0.00
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0039 9111.00 | 22.79 | 411.000 | 9,366.69
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WATER | MGAL | 411.000 | 9,366.69
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| | 135.550 | 3,089.19
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| | 51.800 | 1,180.52
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0040 9140.00 | 29.74 | 738.994 | 21,977.68
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JOINT SEALING - ASPHALT TO CONCRETE | STA | 738.994 | 21,977.68
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| | 739.680 | 21,998.08
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| | 739.680 | 21,998.08
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0041 9173.20 | 2.20 | 2,400.000 | 5,280.00
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SUBGRADE PREPARATION | SY | 2,400.000 | 5,280.00
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| | 2,400.000 | 5,280.00
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| | 0.000 | 0.00
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0042 9179.24 | 284.98 | 9.000 | 2,564.82
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COLD MILLING, CLASS 4 | STA | 9.000 | 2,564.82
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| | 9.000 | 2,564.82
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| | 0.000 | 0.00
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0043 9179.25 | 103.16 | 360.846 | 37,224.87
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COLD MILLING, CLASS 5 | STA | 360.846 | 37,224.87
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| | 361.195 | 37,260.88
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| | 0.000 | 0.00
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0044 9179.44 | 28.39 | 738.994 | 20,980.04
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COLD MILLING, CLASS 4 | STA | 738.994 | 20,980.04
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TYPE A | | 739.010 | 20,980.49
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| | 0.000 | 0.00
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0045 9188.50 | 33.28 | 517.000 | 17,205.76
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SURFACING UNDER GUARDRAIL | SY | 517.000 | 17,205.76
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| | 517.000 | 17,205.76
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| | 0.000 | 0.00
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0046 L001.02 | 674.96 | 10.200 | 6,884.59
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SEEDING, TYPE B | ACRE | 10.200 | 6,884.59
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0047 L020.00 | 1.61 | 1,520.000 | 2,447.20
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EROSION CONTROL | SY | 1,520.000 | 2,447.20
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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0048 L032.75 | 98.80 | 23.000 | 2,272.40
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MULCH | TON | 23.000 | 2,272.40
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| | 0.000 | 0.00
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| | 0.000 | 0.00
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GROUP 3 CONCRETE PAVEMENT | | Contracted | 2,664,865.54
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| | Current | 2,664,865.54
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| | In place | 2,566,785.27
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| | This Estimate | 38,596.49
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Totals for contract | | Contracted | 2,664,865.54
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| | Current | 2,664,865.54
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| | In place | 2,566,785.27
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| | This Estimate | 38,596.49
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