| | | 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 0001.08 | 0.50 | 27,794.000 | 13,897.00
|
BARRICADE, TYPE II | BDAY | 27,794.000 | 13,897.00
|
| | 1,692.000 | 846.00
|
| | 660.000 | 330.00
|
| | |
|
0002 0001.10 | 3.50 | 724.000 | 2,534.00
|
BARRICADE, TYPE III | BDAY | 724.000 | 2,534.00
|
| | 384.000 | 1,344.00
|
| | 177.000 | 619.50
|
| | |
|
0003 0001.75 | 4.50 | 808.000 | 3,636.00
|
TEMPORARY SIGN DAY | EACH | 808.000 | 3,636.00
|
| | 218.000 | 981.00
|
| | 36.000 | 162.00
|
| | |
|
0004 0001.90 | 0.70 | 8,918.000 | 6,242.60
|
SIGN DAY | EACH | 8,918.000 | 6,242.60
|
| | 3,495.000 | 2,446.50
|
| | 1,199.000 | 839.30
|
| | |
|
0005 0001.98 | 1.35 | 168.000 | 226.80
|
CONTRACTOR FURNISHED SIGN | EACH | 168.000 | 226.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0006 0002.55 | 5.65 | 890.700 | 5,032.46
|
OVERLAY BROKEN LINES | STA | 890.700 | 5,032.46
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0007 0002.60 | 5.55 | 1,781.400 | 9,886.77
|
OVERLAY SOLID LINES | STA | 1,781.400 | 9,886.77
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 0003.10 | 160.00 | 130.000 | 20,800.00
|
FLAGGING | DAY | 130.000 | 20,800.00
|
| | 78.000 | 12,480.00
|
| | 12.000 | 1,920.00
|
| | |
|
0009 0003.20 | 240.00 | 40.000 | 9,600.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 40.000 | 9,600.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0010 0010.04 | 1,250.00 | 1.000 | 1,250.00
|
FIELD OFFICE | EACH | 1.000 | 1,250.00
|
| | 1.000 | 1,250.00
|
| | 1.000 | 1,250.00
|
| | |
|
0011 0030.90 | 38,000.00 | 1.000 | 38,000.00
|
MOBILIZATION | LS | 1.000 | 38,000.00
|
| | 1.000 | 38,000.00
|
| | 0.000 | 0.00
|
| | |
|
0012 1009.00 | 700.00 | 1.000 | 700.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 1030.00 | 4.65 | 4,480.000 | 20,832.00
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 5,105.000 | 23,738.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0014 1101.00 | 3.00 | 1,273.000 | 3,819.00
|
REMOVE PAVEMENT | SY | 1,273.000 | 3,819.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1102.00 | 2.75 | 4,525.000 | 12,443.75
|
REMOVE ASPHALT SURFACE | SY | 4,916.000 | 13,519.00
|
| | 200.130 | 550.36
|
| | 0.000 | 0.00
|
| | |
|
0016 1120.00 | 525.00 | 2.000 | 1,050.00
|
REMOVE DISCHARGE STRUCTURE | EACH | 2.000 | 1,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 2001.00 | 10.20 | 105.000 | 1,071.00
|
GRAVEL SURFACE COURSE | CY | 105.000 | 1,071.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0018 2021.00 | 50.00 | 1.000 | 50.00
|
MAILBOX POST | EACH | 1.000 | 50.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3040.11 | 153.00 | 47.300 | 7,236.90
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | SY | 47.300 | 7,236.90
|
| | 305.810 | 46,788.93
|
| | 121.200 | 18,543.60
|
| | |
|
0020 3040.12 | 107.00 | 220.000 | 23,540.00
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 220.000 | 23,540.00
|
| | 1,222.160 | 130,771.12
|
| | 351.070 | 37,564.49
|
| | |
|
0021 3040.13 | 105.00 | 202.000 | 21,210.00
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 415.330 | 43,609.65
|
| | 355.370 | 37,313.85
|
| | 111.530 | 11,710.65
|
| | |
|
0022 3041.25 | 485.00 | 28.000 | 13,580.00
|
BITUMINOUS PATCHING | TON | 28.000 | 13,580.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0023 3221.05 | 107.00 | 1,349.000 | 144,343.00
|
CONCRETE PAVEMENT, CLASS PR-3625 | SY | 1,349.000 | 144,343.00
|
JOINT REPAIR | | 1,164.580 | 124,610.06
|
| | 118.880 | 12,720.16
|
| | |
|
0024 4002.00 | 1.95 | 250.000 | 487.50
|
CAST IRON COVER AND FRAME | LB | 755.000 | 1,472.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0025 4024.55 | 56.00 | 17.000 | 952.00
|
FLUME SPILLWAY | LF | 17.000 | 952.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 4024.70 | 2,650.00 | 2.000 | 5,300.00
|
CONCRETE FLUME, TYPE I | EACH | 2.000 | 5,300.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 4035.00 | 130.00 | 8.000 | 1,040.00
|
REMOVE FLARED-END SECTION | EACH | 22.000 | 2,860.00
|
| | 12.000 | 1,560.00
|
| | 0.000 | 0.00
|
| | |
|
0028 4040.00 | 160.00 | 3.000 | 480.00
|
REMOVE HEADWALLS FROM CULVERTS | EACH | 3.000 | 480.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4050.01 | 9.50 | 212.000 | 2,014.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 787.000 | 7,476.50
|
| | 713.000 | 6,773.50
|
| | 0.000 | 0.00
|
| | |
|
0030 4105.59 | 1,550.00 | 0.700 | 1,085.00
|
CLASS 47B-3000 CONCRETE FOR INLET AND JUNCTION BOX | CY | 0.700 | 1,085.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0031 4107.07 | 525.00 | 2.310 | 1,212.75
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 1.540 | 808.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4155.50 | 1.40 | 86.000 | 120.40
|
REINFORCING STEEL FOR INLET AND JUNCTION BOX | LB | 86.000 | 120.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4157.00 | 3.15 | 183.000 | 576.45
|
REINFORCING STEEL FOR COLLARS | LB | 130.000 | 409.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0034 4310.18 | 250.00 | 2.000 | 500.00
|
18" FLARED-END SECTION | EACH | 2.000 | 500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 4310.24 | 250.00 | 6.000 | 1,500.00
|
24" FLARED-END SECTION | EACH | 10.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0036 4310.36 | 580.00 | 4.000 | 2,320.00
|
36" FLARED-END SECTION | EACH | 2.000 | 1,160.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0037 7017.00 | 1.25 | 1,687.500 | 2,109.38
|
REMOVE GUARDRAIL | LF | 1,687.500 | 2,109.38
|
| | 1,687.500 | 2,109.38
|
| | 0.000 | 0.00
|
| | |
|
0038 7502.04 | 2.10 | 1,400.000 | 2,940.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 1,400.000 | 2,940.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 7502.14 | 2.50 | 3,400.000 | 8,500.00
|
4" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 3,400.000 | 8,500.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 7503.04 | 2.10 | 11,400.000 | 23,940.00
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 11,400.000 | 23,940.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 7503.14 | 2.50 | 1,600.000 | 4,000.00
|
4" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 1,600.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 7509.04 | 7.40 | 950.000 | 7,030.00
|
12" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4 | LF | 950.000 | 7,030.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 7509.14 | 10.00 | 200.000 | 2,000.00
|
12" YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED | LF | 200.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0044 8033.00 | 1.45 | 9,671.000 | 14,022.95
|
MILLED CONCRETE FOUNDATION COURSE | SY | 9,671.000 | 14,022.95
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0045 9000.75 | 16.50 | 500.000 | 8,250.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 8,250.00
|
SP4 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0046 9005.00 | 15.45 | 100.000 | 1,545.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 1,545.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 9005.23 | 11.25 | 23,200.000 | 261,000.00
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 23,200.000 | 261,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0048 9005.45 | 16.50 | 36,750.000 | 606,375.00
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 36,750.000 | 606,375.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 9009.00 | 1.60 | 4,652.000 | 7,443.20
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 4,652.000 | 7,443.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0050 9020.94 | 250.00 | 27.000 | 6,750.00
|
PERFORMANCE GRADED BINDER (64-28) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 6,750.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 9021.03 | 185.00 | 1,258.200 | 232,767.00
|
PERFORMANCE GRADED BINDER (58-28) | TON | 1,258.200 | 232,767.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 9021.08 | 250.00 | 1,984.500 | 496,125.00
|
PERFORMANCE GRADED BINDER (64-28) | TON | 1,984.500 | 496,125.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 9053.00 | 0.80 | 49,440.000 | 39,552.00
|
TACK COAT | GAL | 49,440.000 | 39,552.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 9110.01 | 46.00 | 10.000 | 460.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 460.00
|
| | 10.000 | 460.00
|
| | 0.000 | 0.00
|
| | |
|
0055 9110.02 | 46.00 | 10.000 | 460.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 460.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 9110.03 | 40.00 | 10.000 | 400.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 400.00
|
| | 10.000 | 400.00
|
| | 0.000 | 0.00
|
| | |
|
0057 9110.07 | 31.00 | 10.000 | 310.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 310.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0058 9111.00 | 8.00 | 318.000 | 2,544.00
|
WATER | MGAL | 318.000 | 2,544.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 9170.00 | 21.65 | 887.940 | 19,223.90
|
EARTH SHOULDER CONSTRUCTION | STA | 887.940 | 19,223.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0060 9173.20 | 0.75 | 9,947.000 | 7,460.25
|
SUBGRADE PREPARATION | SY | 9,947.000 | 7,460.25
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0061 9179.33 | 1.05 | 2,002.000 | 2,102.10
|
COLD MILLING, CLASS 3 | SY | 3,984.000 | 4,183.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0062 9186.00 | 1.00 | 76,313.000 | 76,313.00
|
CONCRETE SURFACE MILLING | SY | 76,313.000 | 76,313.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0063 9206.29 | 0.90 | 40,841.000 | 36,756.90
|
NON-WOVEN PAVEMENT OVERLAY FABRIC | SY | 40,841.000 | 36,756.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0064 9300.52 | 2,650.00 | 1.000 | 2,650.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 2,650.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0065 A070.10 | 7.50 | 265.000 | 1,987.50
|
1 1/2-INCH CONDUIT IN TRENCH | LF | 265.000 | 1,987.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0066 A072.10 | 8.50 | 59.000 | 501.50
|
1 1/2-INCH CONDUIT UNDER ROADWAY | LF | 59.000 | 501.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0067 A080.22 | 0.95 | 382.000 | 362.90
|
STREET LIGHTING CABLE, NO. 6 BARE | LF | 382.000 | 362.90
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0068 A080.24 | 1.05 | 764.000 | 802.20
|
STREET LIGHTING CABLE, NO. 6 USE | LF | 764.000 | 802.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0069 A700.20 | 1,000.00 | 2.000 | 2,000.00
|
RELOCATE STREET LIGHTING UNIT | EACH | 2.000 | 2,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0070 A706.00 | 200.00 | 1.000 | 200.00
|
RELOCATE PULL BOX | EACH | 1.000 | 200.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0071 L001.02 | 235.00 | 25.000 | 5,875.00
|
SEEDING, TYPE B | ACRE | 25.000 | 5,875.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0072 L032.75 | 77.00 | 57.000 | 4,389.00
|
MULCH | TON | 57.000 | 4,389.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0073 P120.36 | 78.00 | 34.000 | 2,652.00
|
36" CULVERT PIPE, TYPE 2 | LF | 32.000 | 2,496.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0074 P300.36 | 40.00 | 8.000 | 320.00
|
36" CULVERT PIPE, TYPE 3,4 OR 5 | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0075 P400.18 | 32.00 | 48.000 | 1,536.00
|
18" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 46.000 | 1,472.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0076 P400.24 | 38.00 | 70.000 | 2,660.00
|
24" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4001 P400.36 | 61.75 | 0.000 | 0.00
|
36" CULVERT PIPE, TYPE 2,5,7 OR 8 | LF | 422.000 | 26,058.50
|
36" Culvert Pipe, Type 2,5,7 or 8 | | 422.000 | 26,058.50
|
| | 0.000 | 0.00
|
| | |
|
4002 4360.36 | 455.00 | 0.000 | 0.00
|
36" METAL FLARED END SECTION | EACH | 12.000 | 5,460.00
|
36" Metal Flared End Section | | 12.000 | 5,460.00
|
| | 0.000 | 0.00
|
| | |
|
4003 4015.13 | 375.00 | 0.000 | 0.00
|
ADJUST MANHOLE TO GRADE | EACH | 1.000 | 375.00
|
Adjust Manhole to Grade | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 0002.44 | 0.60 | 0.000 | 0.00
|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | LF | 4,000.000 | 2,400.00
|
Temporary Pavement Marking, Type Paint | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4005 6105.02 | 55.00 | 0.000 | 0.00
|
ROCK RIPRAP, TYPE B | TON | 20.000 | 1,100.00
|
Rock Riprap, Type B | | 19.640 | 1,080.20
|
| | 0.000 | 0.00
|
| | |
|
4006 1043.50 | 3.00 | 0.000 | 0.00
|
RIPRAP FILTER FABRIC | SY | 40.000 | 120.00
|
Riprap Filter Fabric | | 33.330 | 99.99
|
| | 0.000 | 0.00
|
| | |
|
4007 0030.01 | 7,500.00 | 0.000 | 0.00
|
ADDITIONAL MOBILIZATION | LS | 1.000 | 7,500.00
|
Additional Mobiliz.for New Culvt.Contractor to do Rdwy.work | | 1.000 | 7,500.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 2,274,885.15
|
| | Current | 2,350,696.95
|
| | In place | 448,883.39
|
| | This Estimate | 85,659.70
|
| | |
|
Totals for contract | | Contracted | 2,274,885.15
|
---|
| | Current | 2,350,696.95
|
---|
| | In place | 448,883.39
|
---|
| | This Estimate | 85,659.70
|
---|