| | | 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 | 2,000.00 | 1.000 | 2,000.00
|
MOBILIZATION | LS | 1.000 | 2,000.00
|
| | 1.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | |
|
0002 1009.00 | 200.00 | 1.000 | 200.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 200.00
|
| | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
0003 1011.00 | 6.00 | 73.000 | 438.00
|
WATER | MGAL | 73.000 | 438.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0004 1030.00 | 4.00 | 4,840.000 | 19,360.00
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 4,840.000 | 19,360.00
|
| | 4,840.000 | 19,360.00
|
| | 0.000 | 0.00
|
| | |
|
0005 1102.00 | 4.50 | 658.000 | 2,961.00
|
REMOVE ASPHALT SURFACE | SY | 658.000 | 2,961.00
|
| | 658.000 | 2,961.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 1 GRADING | | Contracted | 24,959.00
|
| | Current | 24,959.00
|
| | In place | 24,521.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 4 CULVERTS | | |
|
0006 0030.40 | 3,500.00 | 1.000 | 3,500.00
|
MOBILIZATION | LS | 1.000 | 3,500.00
|
| | 1.000 | 3,500.00
|
| | 0.000 | 0.00
|
| | |
|
0007 4035.00 | 90.00 | 7.000 | 630.00
|
REMOVE FLARED-END SECTION | EACH | 7.000 | 630.00
|
| | 6.000 | 540.00
|
| | 0.000 | 0.00
|
| | |
|
0008 4040.00 | 120.00 | 1.000 | 120.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 1.000 | 120.00
|
| | 1.000 | 120.00
|
| | 0.000 | 0.00
|
| | |
|
0009 4044.00 | 1,100.00 | 1.000 | 1,100.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,100.00
|
AT STA. 378+62 | | 1.000 | 1,100.00
|
| | 0.000 | 0.00
|
| | |
|
0010 4044.01 | 1,000.00 | 1.000 | 1,000.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,000.00
|
AT STA. 379+55 | | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0011 4044.02 | 1,450.00 | 1.000 | 1,450.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,450.00
|
AT STA. 418+73 | | 1.000 | 1,450.00
|
| | 0.000 | 0.00
|
| | |
|
0012 4044.03 | 1,800.00 | 1.000 | 1,800.00
|
PREPARATION OF STRUCTURE | EACH | 1.000 | 1,800.00
|
AT STA. 483+72 | | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | |
|
0013 4050.01 | 9.00 | 34.000 | 306.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 34.000 | 306.00
|
| | 34.000 | 306.00
|
| | 0.000 | 0.00
|
| | |
|
0014 4051.01 | 9.00 | 975.000 | 8,775.00
|
EXCAVATION FOR BOX CULVERTS | CY | 975.000 | 8,775.00
|
| | 975.000 | 8,775.00
|
| | 0.000 | 0.00
|
| | |
|
0015 4054.60 | 92.00 | 93.000 | 8,556.00
|
TEMPORARY SHORING | LF | 93.000 | 8,556.00
|
| | 75.000 | 6,900.00
|
| | 0.000 | 0.00
|
| | |
|
0016 4100.06 | 365.00 | 2.200 | 803.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR HEADWALL | CY | 2.200 | 803.00
|
| | 2.200 | 803.00
|
| | 0.000 | 0.00
|
| | |
|
0017 4101.06 | 288.00 | 197.380 | 56,845.44
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR BOX CULVERT | CY | 197.380 | 56,845.44
|
| | 197.380 | 56,845.43
|
| | 0.000 | 0.00
|
| | |
|
0018 4107.07 | 330.00 | 4.720 | 1,557.60
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 4.720 | 1,557.60
|
| | 3.430 | 1,131.90
|
| | 0.000 | 0.00
|
| | |
|
0019 4120.06 | 330.00 | 2.360 | 778.80
|
CLASS 47B-3000 OR AX-3000 FOR CONCRETE BOX CULVERT PLUG | CY | 2.360 | 778.80
|
| | 2.360 | 778.80
|
| | 0.000 | 0.00
|
| | |
|
0020 4150.00 | 0.70 | 160.000 | 112.00
|
REINFORCING STEEL FOR HEADWALL | LB | 160.000 | 112.00
|
| | 160.000 | 112.00
|
| | 0.000 | 0.00
|
| | |
|
0021 4151.00 | 0.53 | 20,378.000 | 10,800.34
|
REINFORCING STEEL FOR BOX CULVERT | LB | 20,378.000 | 10,800.34
|
| | 20,378.000 | 10,800.34
|
| | 0.000 | 0.00
|
| | |
|
0022 4157.00 | 0.70 | 364.000 | 254.80
|
REINFORCING STEEL FOR COLLARS | LB | 364.000 | 254.80
|
| | 253.000 | 177.10
|
| | 0.000 | 0.00
|
| | |
|
0023 4450.24 | 36.00 | 36.000 | 1,296.00
|
24" REINFORCED CONCRETE PIPE | LF | 12.000 | 432.00
|
| | 12.000 | 432.00
|
| | 0.000 | 0.00
|
| | |
|
0024 4450.36 | 60.00 | 12.000 | 720.00
|
36" REINFORCED CONCRETE PIPE | LF | 12.000 | 720.00
|
| | 12.000 | 720.00
|
| | 0.000 | 0.00
|
| | |
|
0025 4460.24 | 690.00 | 2.000 | 1,380.00
|
24" CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,380.00
|
| | 2.000 | 1,380.00
|
| | 0.000 | 0.00
|
| | |
|
0026 4460.36 | 725.00 | 2.000 | 1,450.00
|
36" CONCRETE FLARED-END SECTION | EACH | 2.000 | 1,450.00
|
| | 2.000 | 1,450.00
|
| | 0.000 | 0.00
|
| | |
|
0027 4670.05 | 66.00 | 24.000 | 1,584.00
|
CULVERT SANDFILL | CY | 24.000 | 1,584.00
|
| | 24.000 | 1,584.00
|
| | 0.000 | 0.00
|
| | |
|
4002 4450.30 | 50.50 | 0.000 | 0.00
|
30" REINFORCED CONCRETE PIPE | LF | 24.000 | 1,212.00
|
Change 24" RCP to 30" RCP | | 24.000 | 1,212.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 4 CULVERTS | | Contracted | 104,818.98
|
| | Current | 105,166.98
|
| | In place | 102,917.57
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0028 L001.02 | 525.00 | 12.000 | 6,300.00
|
SEEDING, TYPE B | ACRE | 12.000 | 6,300.00
|
| | 10.913 | 5,729.32
|
| | -1.087 | -570.68
|
| | |
|
0029 L032.75 | 75.00 | 27.000 | 2,025.00
|
MULCH | TON | 27.000 | 2,025.00
|
| | 24.760 | 1,857.00
|
| | 0.000 | 0.00
|
| | |
|
0030 0002.40 | 9.50 | 1,509.000 | 14,335.50
|
TEMPORARY SOLID LINES | STA | 1,509.000 | 14,335.50
|
| | 1,491.517 | 14,169.41
|
| | 0.000 | 0.00
|
| | |
|
0031 0002.45 | 9.50 | 491.000 | 4,664.50
|
TEMPORARY BROKEN LINES | STA | 491.000 | 4,664.50
|
| | 481.254 | 4,571.91
|
| | 0.000 | 0.00
|
| | |
|
0032 0030.90 | 43,500.00 | 1.000 | 43,500.00
|
MOBILIZATION | LS | 1.000 | 43,500.00
|
| | 1.000 | 43,500.00
|
| | 0.000 | 0.00
|
| | |
|
0033 2001.00 | 7.50 | 90.000 | 675.00
|
GRAVEL SURFACE COURSE | CY | 90.000 | 675.00
|
| | 83.464 | 625.98
|
| | 0.000 | 0.00
|
| | |
|
0034 2020.50 | 27.64 | 658.000 | 18,187.12
|
SURFACING | SY | 0.000 | 0.00
|
8" | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 2021.00 | 50.00 | 6.000 | 300.00
|
MAILBOX POST | EACH | 6.000 | 300.00
|
| | 4.000 | 200.00
|
| | 0.000 | 0.00
|
| | |
|
0036 9000.75 | 10.07 | 500.000 | 5,035.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 5,035.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 9005.00 | 23.96 | 500.000 | 11,980.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 0.000 | 0.00
|
SP4(0.5) | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 9005.23 | 10.07 | 3,241.000 | 32,636.87
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 3,241.000 | 32,636.87
|
| | 4,051.600 | 40,799.61
|
| | 0.000 | 0.00
|
| | |
|
0039 9005.45 | 19.96 | 11,400.000 | 227,544.00
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 11,400.000 | 227,544.00
|
| | 12,096.700 | 241,450.13
|
| | 0.000 | 0.00
|
| | |
|
0040 9009.00 | 1.45 | 1,840.000 | 2,668.00
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 1,840.000 | 2,668.00
|
| | 1,840.000 | 2,668.00
|
| | 0.000 | 0.00
|
| | |
|
0041 9020.92 | 183.00 | 27.000 | 4,941.00
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 4,941.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 9021.01 | 183.00 | 642.600 | 117,595.80
|
PERFORMANCE GRADED BINDER (64-22) | TON | 642.600 | 117,595.80
|
| | 475.701 | 87,053.29
|
| | 0.000 | 0.00
|
| | |
|
0043 9021.03 | 183.00 | 175.010 | 32,026.83
|
PERFORMANCE GRADED BINDER (58-28) | TON | 175.010 | 32,026.83
|
| | 125.034 | 22,881.22
|
| | 0.000 | 0.00
|
| | |
|
0044 9034.00 | 2.50 | 727.000 | 1,817.50
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 727.000 | 1,817.50
|
| | 321.000 | 802.50
|
| | 0.000 | 0.00
|
| | |
|
0045 9053.00 | 1.00 | 15,420.000 | 15,420.00
|
TACK COAT | GAL | 15,420.000 | 15,420.00
|
| | 13,700.000 | 13,700.00
|
| | 0.000 | 0.00
|
| | |
|
0046 9111.00 | 6.00 | 99.000 | 594.00
|
WATER | MGAL | 99.000 | 594.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 9170.00 | 20.00 | 396.718 | 7,934.36
|
EARTH SHOULDER CONSTRUCTION | STA | 396.718 | 7,934.36
|
| | 424.685 | 8,493.70
|
| | 0.000 | 0.00
|
| | |
|
0048 9179.23 | 160.00 | 196.382 | 31,421.12
|
COLD MILLING, CLASS 3 | STA | 196.382 | 31,421.12
|
| | 214.461 | 34,313.76
|
| | 0.000 | 0.00
|
| | |
|
0049 9300.50 | 1,500.00 | 1.000 | 1,500.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 1,500.00
|
| | 1.000 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
0067 9300.56 | 0.615 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 12,163.610 | 7,480.62
|
Supplemental Description | | 12,163.610 | 7,480.62
|
| | 0.000 | 0.00
|
| | |
|
0068 9300.60 | 0.96 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 3,440.966 | 3,303.33
|
Supplemental Description | | 4,597.131 | 4,413.25
|
| | 0.000 | 0.00
|
| | |
|
0069 9300.77 | 8.802 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | TON | 158.284 | 1,393.22
|
Supplemental Description | | 211.468 | 1,861.35
|
| | 0.000 | 0.00
|
| | |
|
4000 2020.50 | 23.38 | 0.000 | 0.00
|
SURFACING | SY | 658.000 | 15,384.04
|
| | 658.000 | 15,384.04
|
| | 0.000 | 0.00
|
| | |
|
4001 9005.01 | 18.04 | 0.000 | 0.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 500.000 | 9,020.00
|
Asphalt Concrete for Patching Type SPS | | 140.490 | 2,534.44
|
| | 0.000 | 0.00
|
| | |
|
4005 9022.00 | 8.908 | 0.000 | 0.00
|
ANTI-STRIPPING ADDITIVE | GAL | 585.915 | 5,219.33
|
| | 585.915 | 5,219.33
|
| | 0.000 | 0.00
|
| | |
|
4006 9005.00 | 23.96 | 0.000 | 0.00
|
ASPHALTIC CONCRETE FOR PATCHING | TON | 66.910 | 1,603.16
|
Asph type sp-4 was minused out by C.O.#2 | | 66.910 | 1,603.16
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 583,101.60
|
| | Current | 596,338.18
|
| | In place | 562,812.02
|
| | This Estimate | -570.68
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0050 0001.08 | 0.50 | 990.000 | 495.00
|
BARRICADE, TYPE II | BDAY | 990.000 | 495.00
|
| | 790.000 | 395.00
|
| | 0.000 | 0.00
|
| | |
|
0051 0001.10 | 2.50 | 1,232.000 | 3,080.00
|
BARRICADE, TYPE III | BDAY | 1,232.000 | 3,080.00
|
| | 1,861.000 | 4,652.50
|
| | 0.000 | 0.00
|
| | |
|
0052 0001.30 | 2.50 | 568.000 | 1,420.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 568.000 | 1,420.00
|
| | 603.000 | 1,507.50
|
| | 0.000 | 0.00
|
| | |
|
0053 0001.90 | 0.50 | 7,469.000 | 3,734.50
|
SIGN DAY | EACH | 7,469.000 | 3,734.50
|
| | 5,735.000 | 2,867.50
|
| | 0.000 | 0.00
|
| | |
|
0054 0002.30 | 0.60 | 1,050.000 | 630.00
|
PAVEMENT MARKING REMOVAL | LF | 1,050.000 | 630.00
|
| | 710.000 | 426.00
|
| | 0.000 | 0.00
|
| | |
|
0055 0002.31 | 0.50 | 3,400.000 | 1,700.00
|
TEMPORARY PAVEMENT MARKING | LF | 3,400.000 | 1,700.00
|
| | 1,922.000 | 961.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0003.10 | 175.00 | 130.000 | 22,750.00
|
FLAGGING | DAY | 130.000 | 22,750.00
|
| | 48.500 | 8,487.50
|
| | 0.000 | 0.00
|
| | |
|
0057 0003.20 | 275.00 | 15.000 | 4,125.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 15.000 | 4,125.00
|
| | 10.000 | 2,750.00
|
| | 0.000 | 0.00
|
| | |
|
0058 0003.51 | 11.00 | 380.000 | 4,180.00
|
INSTALL CONCRETE PROTECTION BARRIER | LF | 380.000 | 4,180.00
|
| | 380.000 | 4,180.00
|
| | 0.000 | 0.00
|
| | |
|
0059 0003.70 | 400.00 | 4.000 | 1,600.00
|
TEMPORARY RUMBLE STRIP | EACH | 4.000 | 1,600.00
|
| | 4.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | |
|
0060 0003.75 | 6,725.00 | 1.000 | 6,725.00
|
TEMPORARY TRAFFIC SIGNAL | EACH | 1.000 | 6,725.00
|
| | 1.000 | 6,725.00
|
| | 0.000 | 0.00
|
| | |
|
0061 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | |
|
0062 0030.00 | 5,000.00 | 1.000 | 5,000.00
|
MOBILIZATION | LS | 1.000 | 5,000.00
|
| | 1.000 | 5,000.00
|
| | 0.000 | 0.00
|
| | |
|
0063 9110.01 | 70.00 | 20.000 | 1,400.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,400.00
|
| | 6.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0064 9110.02 | 65.00 | 20.000 | 1,300.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,300.00
|
| | 12.000 | 780.00
|
| | 0.000 | 0.00
|
| | |
|
0065 9110.03 | 55.00 | 20.000 | 1,100.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 1,100.00
|
| | 12.000 | 660.00
|
| | 0.000 | 0.00
|
| | |
|
0066 9110.07 | 50.00 | 20.000 | 1,000.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 1,000.00
|
| | 7.000 | 350.00
|
| | 0.000 | 0.00
|
| | |
|
4003 A900.10 | 525.00 | 0.000 | 0.00
|
ADDITIONAL WORK | EACH | 4.000 | 2,100.00
|
Setup I-80 Lane Closure | | 4.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
4004 3900.27 | 525.00 | 0.000 | 0.00
|
ADDITIONAL COST | EACH | 4.000 | 2,100.00
|
Teardown I-80 Lane Closure | | 4.000 | 2,100.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 61,239.50
|
| | Current | 65,439.50
|
| | In place | 46,962.00
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 774,119.08
|
---|
| | Current | 791,903.66
|
---|
| | In place | 737,212.59
|
---|
| | This Estimate | -570.68
|
---|