| | | 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 5 SEEDING | | |
|
0001 L001.02 | 390.00 | 32.000 | 12,480.00
|
SEEDING, TYPE B | ACRE | 32.000 | 12,480.00
|
| | 40.200 | 15,678.00
|
| | 0.000 | 0.00
|
| | |
|
0002 L032.75 | 70.00 | 72.000 | 5,040.00
|
MULCH | TON | 72.000 | 5,040.00
|
| | 80.100 | 5,607.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0030.50 | 600.00 | 1.000 | 600.00
|
MOBILIZATION | LS | 1.000 | 600.00
|
| | 1.000 | 600.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 5 SEEDING | | Contracted | 18,120.00
|
| | Current | 18,120.00
|
| | In place | 21,885.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 10927+15.00 | | |
|
0004 0030.60 | 5,500.00 | 1.000 | 5,500.00
|
MOBILIZATION | LS | 1.000 | 5,500.00
|
| | 1.000 | 5,500.00
|
| | 0.000 | 0.00
|
| | |
|
0005 6007.01 | 24.00 | 363.000 | 8,712.00
|
CLASS I REPAIR | SY | 363.000 | 8,712.00
|
| | 361.110 | 8,666.64
|
| | 0.000 | 0.00
|
| | |
|
0006 6007.02 | 140.00 | 54.000 | 7,560.00
|
CLASS II REPAIR | SY | 54.000 | 7,560.00
|
| | 63.365 | 8,871.10
|
| | 0.000 | 0.00
|
| | |
|
0007 6007.03 | 100.00 | 5.000 | 500.00
|
CLASS III REPAIR | SY | 5.000 | 500.00
|
| | 0.040 | 4.00
|
| | 0.000 | 0.00
|
| | |
|
0008 6008.40 | 42.00 | 363.000 | 15,246.00
|
PLACING, FINISHING, AND CURING CONCRETE OVERLAY-SF | SY | 363.000 | 15,246.00
|
| | 364.930 | 15,327.06
|
| | 0.000 | 0.00
|
| | |
|
0009 6010.26 | 650.00 | 14.200 | 9,230.00
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 14.200 | 9,230.00
|
| | 14.250 | 9,262.50
|
| | 0.000 | 0.00
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| | |
|
0010 6016.02 | 292.00 | 19.900 | 5,810.80
|
CONCRETE FOR OVERLAYS-SF | CY | 19.900 | 5,810.80
|
| | 27.004 | 7,885.17
|
| | 0.000 | 0.00
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| | |
|
0011 6020.00 | 1.00 | 1,685.000 | 1,685.00
|
REINFORCING STEEL FOR BRIDGE | LB | 1,685.000 | 1,685.00
|
| | 1,841.000 | 1,841.00
|
| | 0.000 | 0.00
|
| | |
|
0012 6030.00 | 4,800.00 | 1.000 | 4,800.00
|
PREPARATION OF BRIDGE | EACH | 1.000 | 4,800.00
|
AT STA. 10927+15 | | 1.000 | 4,800.00
|
| | 0.000 | 0.00
|
| | |
|
0013 6082.01 | 4.00 | 330.000 | 1,320.00
|
STRUCTURAL STEEL FOR BRIDGE RAIL | LB | 330.000 | 1,320.00
|
| | 338.000 | 1,352.00
|
| | 0.000 | 0.00
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| | |
|
4002 6950.00 | 965.00 | 0.000 | 0.00
|
MISCELLANEOUS ITEMS FOR BRIDGE GROUP | LS | 1.000 | 965.00
|
Heavy steel material required for bulkhead when overlaying bridge decks with silica fume. | | 0.000 | 0.00
|
| | 0.000 | 0.00
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| | |
|
GROUP 6 BRIDGE AT STA. 10927+15.00 | | Contracted | 60,363.80
|
| | Current | 61,328.80
|
| | In place | 63,509.47
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0014 0030.70 | 2,750.00 | 1.000 | 2,750.00
|
MOBILIZATION | LS | 1.000 | 2,750.00
|
| | 1.000 | 2,750.00
|
| | 0.000 | 0.00
|
| | |
|
0015 7011.20 | 18.00 | 25.000 | 450.00
|
W-BEAM GUARDRAIL | LF | 25.000 | 450.00
|
| | 25.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0016 7015.00 | 6.00 | 2,976.000 | 17,856.00
|
CABLE GUARDRAIL | LF | 2,976.000 | 17,856.00
|
| | 2,976.000 | 17,856.00
|
| | 0.000 | 0.00
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| | |
|
0017 7017.00 | 1.50 | 2,912.000 | 4,368.00
|
REMOVE GUARDRAIL | LF | 2,912.000 | 4,368.00
|
| | 2,672.000 | 4,008.00
|
| | 0.000 | 0.00
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| | |
|
0018 7017.50 | 2.50 | 1,990.000 | 4,975.00
|
REMOVE & SALVAGE GUARDRAIL | LF | 1,990.000 | 4,975.00
|
| | 2,022.000 | 5,055.00
|
| | 0.000 | 0.00
|
| | |
|
0019 7018.01 | 2.50 | 1,632.000 | 4,080.00
|
RESET GUARDRAIL | LF | 1,632.000 | 4,080.00
|
| | 1,632.000 | 4,080.00
|
| | 0.000 | 0.00
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| | |
|
0020 7020.00 | 1,200.00 | 4.000 | 4,800.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,800.00
|
| | 4.000 | 4,800.00
|
| | 0.000 | 0.00
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| | |
|
0021 7023.00 | 1,100.00 | 16.000 | 17,600.00
|
TERMINAL ANCHORAGE SECTIONS | EACH | 16.000 | 17,600.00
|
| | 16.000 | 17,600.00
|
| | 0.000 | 0.00
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| | |
|
0022 7024.27 | 1,650.00 | 4.000 | 6,600.00
|
GUARDRAIL END TREATMENT, TYPE II | EACH | 4.000 | 6,600.00
|
| | 4.000 | 6,600.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 63,479.00
|
| | Current | 63,479.00
|
| | In place | 63,199.00
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0023 L020.00 | 1.35 | 5,710.000 | 7,708.50
|
EROSION CONTROL | SY | 5,710.000 | 7,708.50
|
| | 10,609.554 | 14,322.90
|
| | 0.000 | 0.00
|
| | |
|
0024 0002.55 | 7.00 | 1,153.600 | 8,075.20
|
OVERLAY BROKEN LINES | STA | 1,153.600 | 8,075.20
|
| | 1,484.080 | 10,388.56
|
| | 0.000 | 0.00
|
| | |
|
0025 0002.60 | 8.00 | 2,307.200 | 18,457.60
|
OVERLAY SOLID LINES | STA | 2,307.200 | 18,457.60
|
| | 2,869.880 | 22,959.04
|
| | 0.000 | 0.00
|
| | |
|
0026 0030.90 | 38,350.00 | 1.000 | 38,350.00
|
MOBILIZATION | LS | 1.000 | 38,350.00
|
| | 1.000 | 38,350.00
|
| | 0.000 | 0.00
|
| | |
|
0027 1033.00 | 800.00 | 43.500 | 34,800.00
|
ROADWAY GRADING | STA | 43.500 | 34,800.00
|
| | 39.990 | 31,992.00
|
| | 0.000 | 0.00
|
| | |
|
0028 1102.05 | 0.90 | 43,556.000 | 39,200.40
|
REMOVE ASPHALT SURFACING FROM PAVEMENT | SY | 43,556.000 | 39,200.40
|
| | 42,893.210 | 38,603.89
|
| | 0.000 | 0.00
|
| | |
|
0029 1300.24 | 21.00 | 44.000 | 924.00
|
24" DRIVEWAY CULVERT PIPE | LF | 44.000 | 924.00
|
| | 44.000 | 924.00
|
| | 0.000 | 0.00
|
| | |
|
0030 2001.03 | 15.00 | 10.000 | 150.00
|
GRAVEL SURFACE COURSE | TON | 10.000 | 150.00
|
| | 12.300 | 184.50
|
| | 0.000 | 0.00
|
| | |
|
0031 2020.00 | 6.50 | 1,561.000 | 10,146.50
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 1,561.000 | 10,146.50
|
| | 1,211.000 | 7,871.50
|
| | 0.000 | 0.00
|
| | |
|
0032 2021.00 | 50.00 | 14.000 | 700.00
|
MAILBOX POST | EACH | 14.000 | 700.00
|
| | 9.000 | 450.00
|
| | 0.000 | 0.00
|
| | |
|
0033 9000.75 | 15.87 | 100.000 | 1,587.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 100.000 | 1,587.00
|
SP1(0.5) | | 763.800 | 12,121.51
|
| | 0.000 | 0.00
|
| | |
|
0034 9005.25 | 15.87 | 34,720.000 | 551,006.40
|
ASPHALTIC CONCRETE, TYPE SP1(0.5) | TON | 34,720.000 | 551,006.40
|
| | 40,453.470 | 641,996.57
|
| | 0.000 | 0.00
|
| | |
|
0035 9009.00 | 2.50 | 193.000 | 482.50
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 193.000 | 482.50
|
| | 193.000 | 482.50
|
| | 0.000 | 0.00
|
| | |
|
0036 9009.75 | 35.00 | 113.000 | 3,955.00
|
TEMPORARY SURFACING | SY | 113.000 | 3,955.00
|
| | 113.000 | 3,955.00
|
| | 0.000 | 0.00
|
| | |
|
0037 9020.91 | 165.00 | 5.400 | 891.00
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 5.400 | 891.00
|
| | 42.163 | 6,956.91
|
| | 0.000 | 0.00
|
| | |
|
0038 9021.01 | 165.00 | 1,874.880 | 309,355.20
|
PERFORMANCE GRADED BINDER (64-22) | TON | 1,874.880 | 309,355.20
|
| | 2,151.506 | 354,998.50
|
| | 0.000 | 0.00
|
| | |
|
0039 9034.00 | 2.50 | 193.000 | 482.50
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 193.000 | 482.50
|
| | 193.000 | 482.50
|
| | 0.000 | 0.00
|
| | |
|
0040 9053.00 | 1.00 | 30,640.000 | 30,640.00
|
TACK COAT | GAL | 30,640.000 | 30,640.00
|
| | 38,130.100 | 38,130.10
|
| | 0.000 | 0.00
|
| | |
|
0041 9111.00 | 8.50 | 288.000 | 2,448.00
|
WATER | MGAL | 288.000 | 2,448.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 9150.00 | 0.17 | 154,169.000 | 26,208.73
|
CRACKING AND SEATING CONCRETE PAVEMENT | SY | 154,169.000 | 26,208.73
|
| | 38,399.999 | 6,528.00
|
| | 0.003 | 0.00
|
| | |
|
0043 9170.00 | 50.00 | 1,152.988 | 57,649.40
|
EARTH SHOULDER CONSTRUCTION | STA | 1,152.988 | 57,649.40
|
| | 1,152.600 | 57,630.00
|
| | 0.000 | 0.00
|
| | |
|
0044 9179.80 | 2,000.00 | 2.000 | 4,000.00
|
MILLING CONCRETE FOR INLAYS | EACH | 2.000 | 4,000.00
|
| | -1.000 | -2,000.00
|
| | -1.000 | -2,000.00
|
| | |
|
0045 9188.50 | 12.00 | 5,701.000 | 68,412.00
|
SURFACING UNDER GUARDRAIL | SY | 5,701.000 | 68,412.00
|
| | 5,701.000 | 68,412.00
|
| | 0.000 | 0.00
|
| | |
|
0046 9300.50 | 5,500.00 | 1.000 | 5,500.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 5,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0401 9009.70 | 25.87 | 0.000 | 0.00
|
PATCHING | TON | 150.000 | 3,880.50
|
| | 96.870 | 2,506.02
|
| | -96.870 | -2,506.03
|
| | |
|
0402 9110.31 | 60.00 | 0.000 | 0.00
|
RENTAL OF AIR COMPRESSOR | HOUR | 50.000 | 3,000.00
|
Rental of Jack Hammer W/Compressor & Pickup for Patching. | | 23.500 | 1,410.00
|
| | -23.500 | -1,410.00
|
| | |
|
0403 9021.01 | 6.32 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | TON | 364.950 | 2,306.48
|
103.83% | | 364.950 | 2,306.48
|
| | 364.950 | 2,306.48
|
| | |
|
0404 9005.25 | 0.61 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE SP1(0.5) | TON | 8,475.050 | 5,169.78
|
103.83% | | 8,475.050 | 5,169.78
|
| | 8,475.050 | 5,169.78
|
| | |
|
0405 9300.56 | 0.45 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 20,137.770 | 9,062.00
|
102.83% Pay Factor for SP-1 | | 20,137.770 | 9,062.00
|
| | 20,137.770 | 9,062.00
|
| | |
|
0406 9300.56 | 0.47 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 18,315.700 | 8,608.38
|
102.96% Pay Factor for SP-1R | | 18,315.700 | 8,608.38
|
| | 18,315.700 | 8,608.38
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,221,129.93
|
| | Current | 1,253,157.07
|
| | In place | 1,384,802.64
|
| | This Estimate | 19,230.61
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0047 0001.08 | 0.50 | 42,880.000 | 21,440.00
|
BARRICADE, TYPE II | BDAY | 42,880.000 | 21,440.00
|
| | 7,277.000 | 3,638.50
|
| | 60.000 | 30.00
|
| | |
|
0048 0001.10 | 2.50 | 352.000 | 880.00
|
BARRICADE, TYPE III | BDAY | 352.000 | 880.00
|
| | 2,088.000 | 5,220.00
|
| | -2.000 | -5.00
|
| | |
|
0049 0001.30 | 2.50 | 292.000 | 730.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 292.000 | 730.00
|
| | 598.000 | 1,495.00
|
| | -1,106.000 | -2,765.00
|
| | |
|
0050 0001.75 | 7.00 | 1,030.000 | 7,210.00
|
TEMPORARY SIGN DAY | EACH | 1,030.000 | 7,210.00
|
| | 620.000 | 4,340.00
|
| | 301.000 | 2,107.00
|
| | |
|
0051 0001.90 | 0.50 | 6,980.000 | 3,490.00
|
SIGN DAY | EACH | 6,980.000 | 3,490.00
|
| | 12,074.000 | 6,037.00
|
| | 0.000 | 0.00
|
| | |
|
0052 0002.30 | 0.60 | 900.000 | 540.00
|
PAVEMENT MARKING REMOVAL | LF | 900.000 | 540.00
|
| | 520.000 | 312.00
|
| | 0.000 | 0.00
|
| | |
|
0053 0002.39 | 1.15 | 1,200.000 | 1,380.00
|
TEMPORARY PAVEMENT MARKING, TYPE II | LF | 1,200.000 | 1,380.00
|
| | 429.000 | 493.35
|
| | 0.000 | 0.00
|
| | |
|
0054 0003.10 | 175.00 | 90.000 | 15,750.00
|
FLAGGING | DAY | 90.000 | 15,750.00
|
| | 102.000 | 17,850.00
|
| | 0.000 | 0.00
|
| | |
|
0055 0003.20 | 275.00 | 22.000 | 6,050.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 22.000 | 6,050.00
|
| | 25.000 | 6,875.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 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
|
| | |
|
0058 9110.01 | 60.00 | 55.000 | 3,300.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 55.000 | 3,300.00
|
| | 26.000 | 1,560.00
|
| | -1.500 | -90.00
|
| | |
|
0059 9110.02 | 65.00 | 55.000 | 3,575.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 55.000 | 3,575.00
|
| | 2.000 | 130.00
|
| | 0.000 | 0.00
|
| | |
|
0060 9110.03 | 50.00 | 55.000 | 2,750.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 55.000 | 2,750.00
|
| | 28.000 | 1,400.00
|
| | -2.000 | -100.00
|
| | |
|
0061 9110.07 | 45.00 | 55.000 | 2,475.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 55.000 | 2,475.00
|
| | 4.000 | 180.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 75,570.00
|
| | Current | 75,570.00
|
| | In place | 54,530.85
|
| | This Estimate | -823.00
|
| | |
|
Totals for contract | | Contracted | 1,438,662.73
|
---|
| | Current | 1,471,654.87
|
---|
| | In place | 1,587,926.96
|
---|
| | This Estimate | 18,407.61
|
---|