| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 6 BRIDGE AT STA. 140+63 | | |
|
0001 0030.60 | 1,128.60 | 1.000 | 1,128.60
|
MOBILIZATION | LS | 1.000 | 1,128.60
|
| | 1.000 | 1,128.60
|
| | 0.000 | 0.00
|
| | |
|
0002 6010.26 | 680.29 | 23.500 | 15,986.81
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 23.500 | 15,986.81
|
| | 23.500 | 15,986.82
|
| | 0.000 | 0.00
|
| | |
|
0003 6020.00 | 0.96 | 2,505.000 | 2,404.80
|
REINFORCING STEEL FOR BRIDGE | LB | 2,505.000 | 2,404.80
|
| | 2,505.000 | 2,404.80
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6 BRIDGE AT STA. 140+63 | | Contracted | 19,520.21
|
| | Current | 19,520.21
|
| | In place | 19,520.22
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 130+60 | | |
|
0004 0030.60 | 1,240.80 | 1.000 | 1,240.80
|
MOBILIZATION | LS | 1.000 | 1,240.80
|
| | 1.000 | 1,240.80
|
| | 0.000 | 0.00
|
| | |
|
0005 6010.26 | 747.92 | 14.300 | 10,695.26
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 14.300 | 10,695.26
|
| | 14.300 | 10,695.26
|
| | 0.000 | 0.00
|
| | |
|
0006 6020.00 | 1.05 | 1,535.000 | 1,611.75
|
REINFORCING STEEL FOR BRIDGE | LB | 1,535.000 | 1,611.75
|
| | 1,535.000 | 1,611.76
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6A BRIDGE AT STA. 130+60 | | Contracted | 13,547.81
|
| | Current | 13,547.81
|
| | In place | 13,547.82
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0011 0030.70 | 500.61 | 1.000 | 500.61
|
MOBILIZATION | LS | 1.000 | 500.61
|
| | 1.000 | 500.61
|
| | 0.000 | 0.00
|
| | |
|
0012 7011.20 | 12.11 | 687.500 | 8,325.63
|
W-BEAM GUARDRAIL | LF | 687.500 | 8,325.63
|
| | 687.500 | 8,325.63
|
| | 0.000 | 0.00
|
| | |
|
0013 7015.00 | 5.64 | 1,168.000 | 6,587.52
|
CABLE GUARDRAIL | LF | 1,168.000 | 6,587.52
|
| | 1,168.000 | 6,587.52
|
| | 0.000 | 0.00
|
| | |
|
0014 7017.00 | 1.80 | 7,391.000 | 13,303.80
|
REMOVE GUARDRAIL | LF | 7,391.000 | 13,303.80
|
| | 7,328.500 | 13,191.30
|
| | 0.000 | 0.00
|
| | |
|
0015 7018.01 | 2.65 | 4,263.000 | 11,296.95
|
RESET GUARDRAIL | LF | 4,263.000 | 11,296.95
|
| | 4,263.000 | 11,296.96
|
| | 0.000 | 0.00
|
| | |
|
0016 7020.00 | 1,009.00 | 8.000 | 8,072.00
|
BRIDGE APPROACH SECTIONS | EACH | 8.000 | 8,072.00
|
| | 8.000 | 8,072.00
|
| | 0.000 | 0.00
|
| | |
|
0017 7021.70 | 1,503.00 | 12.000 | 18,036.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 12.000 | 18,036.00
|
| | 12.000 | 18,036.00
|
| | 0.000 | 0.00
|
| | |
|
0018 7023.00 | 1,012.00 | 42.000 | 42,504.00
|
TERMINAL ANCHORAGE SECTIONS | EACH | 42.000 | 42,504.00
|
| | 42.000 | 42,504.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 108,626.51
|
| | Current | 108,626.51
|
| | In place | 108,514.02
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0019 L001.02 | 450.00 | 29.000 | 13,050.00
|
SEEDING, TYPE B | ACRE | 29.000 | 13,050.00
|
| | 39.780 | 17,901.00
|
| | 0.000 | 0.00
|
| | |
|
0020 L020.00 | 1.20 | 14,182.000 | 17,018.40
|
EROSION CONTROL | SY | 14,182.000 | 17,018.40
|
| | 46,235.700 | 55,482.84
|
| | 0.000 | 0.00
|
| | |
|
0021 L032.75 | 50.00 | 65.000 | 3,250.00
|
MULCH | TON | 65.000 | 3,250.00
|
| | 79.560 | 3,978.00
|
| | 0.000 | 0.00
|
| | |
|
0022 0002.40 | 5.75 | 5,087.520 | 29,253.24
|
TEMPORARY SOLID LINES | STA | 6,679.170 | 38,405.23
|
| | 6,238.685 | 35,872.43
|
| | 0.000 | 0.00
|
| | |
|
0023 0002.45 | 5.75 | 2,593.320 | 14,911.59
|
TEMPORARY BROKEN LINES | STA | 2,593.320 | 14,911.59
|
| | 2,431.896 | 13,983.41
|
| | 0.000 | 0.00
|
| | |
|
0024 0030.90 | 42,611.13 | 1.000 | 42,611.13
|
MOBILIZATION | LS | 1.000 | 42,611.13
|
| | 1.000 | 42,611.14
|
| | 0.000 | 0.00
|
| | |
|
0025 1020.03 | 28.50 | 35.000 | 997.50
|
DELINEATOR, TYPE III | EACH | 35.000 | 997.50
|
| | 35.000 | 997.50
|
| | 0.000 | 0.00
|
| | |
|
0026 1033.00 | 608.00 | 63.810 | 38,796.48
|
ROADWAY GRADING | STA | 63.810 | 38,796.48
|
| | 63.140 | 38,389.12
|
| | 0.000 | 0.00
|
| | |
|
0028 2010.03 | 12.90 | 749.000 | 9,662.10
|
CRUSHED ROCK SURFACE COURSE | TON | 749.000 | 9,662.10
|
| | 440.620 | 5,683.99
|
| | 0.000 | 0.00
|
| | |
|
0029 2020.00 | 5.90 | 2,520.000 | 14,868.00
|
SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 2,520.000 | 14,868.00
|
| | 3,021.000 | 17,823.90
|
| | 0.000 | 0.00
|
| | |
|
0030 2021.00 | 50.00 | 23.000 | 1,150.00
|
MAILBOX POST | EACH | 23.000 | 1,150.00
|
| | 32.000 | 1,600.00
|
| | 0.000 | 0.00
|
| | |
|
0031 9005.00 | 39.20 | 300.000 | 11,760.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 300.000 | 11,760.00
|
SP2 | | 15.000 | 588.00
|
| | 0.000 | 0.00
|
| | |
|
0032 9005.30 | 17.99 | 51,430.000 | 925,225.70
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 51,430.000 | 925,225.70
|
| | 51,727.610 | 930,579.70
|
| | 0.000 | 0.00
|
| | |
|
0033 9009.00 | 3.10 | 11,892.000 | 36,865.20
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 11,892.000 | 36,865.20
|
| | 11,395.370 | 35,325.65
|
| | 0.000 | 0.00
|
| | |
|
0034 9021.03 | 155.10 | 2,689.960 | 417,212.80
|
PERFORMANCE GRADED BINDER (58-28) | TON | 2,674.444 | 414,806.26
|
| | 2,665.151 | 413,364.92
|
| | 0.000 | 0.00
|
| | |
|
0036 9034.00 | 1.49 | 1,158.000 | 1,725.42
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 1,158.000 | 1,725.42
|
| | 964.700 | 1,437.41
|
| | 0.000 | 0.00
|
| | |
|
0037 9053.00 | 0.80 | 45,770.000 | 36,616.00
|
TACK COAT | GAL | 45,770.000 | 36,616.00
|
| | 44,291.000 | 35,432.80
|
| | 0.000 | 0.00
|
| | |
|
0038 9110.01 | 55.20 | 40.000 | 2,208.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 2,208.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 9110.02 | 64.00 | 40.000 | 2,560.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 40.000 | 2,560.00
|
| | 7.000 | 448.00
|
| | 0.000 | 0.00
|
| | |
|
0040 9110.03 | 45.20 | 40.000 | 1,808.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 1,808.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 9110.07 | 44.00 | 40.000 | 1,760.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 1,760.00
|
| | 7.500 | 330.00
|
| | 0.000 | 0.00
|
| | |
|
0042 9111.00 | 9.20 | 399.000 | 3,670.80
|
WATER | MGAL | 399.000 | 3,670.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 9170.00 | 68.45 | 1,595.432 | 109,207.32
|
EARTH SHOULDER CONSTRUCTION | STA | 1,595.432 | 109,207.32
|
| | 1,594.194 | 109,122.59
|
| | 0.000 | 0.00
|
| | |
|
0045 9179.23 | 45.00 | 797.716 | 35,897.22
|
COLD MILLING, CLASS 3 | STA | 797.716 | 35,897.22
|
| | 797.554 | 35,889.93
|
| | 0.000 | 0.00
|
| | |
|
0046 9179.33 | 0.59 | 10,461.000 | 6,171.99
|
COLD MILLING, CLASS 3 | SY | 10,461.000 | 6,171.99
|
| | 9,955.386 | 5,873.68
|
| | 0.000 | 0.00
|
| | |
|
0047 9188.50 | 8.95 | 7,373.000 | 65,988.35
|
SURFACING UNDER GUARDRAIL | SY | 7,373.000 | 65,988.35
|
| | 5,827.500 | 52,156.13
|
| | 0.000 | 0.00
|
| | |
|
0048 9300.01 | 25.00 | 4.000 | 100.00
|
ASPHALT CONCRETE THICKNESS CORE | EACH | 4.000 | 100.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 9300.50 | 1,612.25 | 1.000 | 1,612.25
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 1,612.25
|
| | 1.000 | 1,612.26
|
| | 0.000 | 0.00
|
| | |
|
0403 9179.23 | 94.38 | 0.000 | 0.00
|
COLD MILLING, CLASS 3 | STA | 795.823 | 75,109.77
|
(FINE LACE TEXTURED DRUM) | | 795.823 | 75,109.77
|
| | 0.000 | 0.00
|
| | |
|
0404 9175.55 | -2.00 | 0.000 | 0.00
|
MILLINGS | TON | 5,000.000 | -10,000.00
|
(RETAINED BY CONTRACTOR) | | 5,909.330 | -11,818.66
|
| | 0.000 | 0.00
|
| | |
|
0407 0002.45 | 2.36 | 0.000 | 0.00
|
TEMPORARY BROKEN LINES | STA | 920.510 | 2,172.40
|
(OVERLAY MARKERS ONLY) | | 920.510 | 2,172.40
|
| | 0.000 | 0.00
|
| | |
|
0601 9300.60 | 0.6548 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 23,207.937 | 15,196.56
|
103.64% | | 23,207.937 | 15,196.56
|
| | 0.000 | 0.00
|
| | |
|
0602 9300.70 | -500.00 | 0.000 | 0.00
|
DEDUCTION FOR ASPHALTIC CONCRETE BUMPS | EACH | 20.000 | -10,000.00
|
| | 20.000 | -10,000.00
|
| | 0.000 | 0.00
|
| | |
|
0603 9300.77 | 5.6456 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | TON | 1,206.813 | 6,813.18
|
103.64% | | 1,206.813 | 6,813.18
|
| | 0.000 | 0.00
|
| | |
|
0604 9300.56 | 0.176 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 51,742.610 | 9,106.70
|
1.009757958 % PAY FACTOR | | 51,742.610 | 9,106.70
|
| | 0.000 | 0.00
|
| | |
|
0612 9021.03 | 122.37 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (58-28) | TON | 15.516 | 1,898.69
|
REDUCED PAY FACTOR 0.789 | | 15.516 | 1,898.69
|
| | 0.000 | 0.00
|
| | |
|
7001 0096.00 | -226,517.76 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -226,517.76
|
LETTER DATED SEPTEMBER 24, 2001 | | 1.000 | -226,517.76
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 1,845,957.49
|
| | Current | 1,716,482.49
|
| | In place | 1,718,445.28
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0050 0001.08 | 0.50 | 16,650.000 | 8,325.00
|
BARRICADE, TYPE II | BDAY | 41,581.000 | 20,790.50
|
| | 41,581.000 | 20,790.50
|
| | 0.000 | 0.00
|
| | |
|
0051 0001.10 | 2.71 | 952.000 | 2,579.92
|
BARRICADE, TYPE III | BDAY | 952.000 | 2,579.92
|
| | 5,403.000 | 14,642.13
|
| | 0.000 | 0.00
|
| | |
|
0052 0001.30 | 2.55 | 348.000 | 887.40
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 348.000 | 887.40
|
| | 626.000 | 1,596.30
|
| | 0.000 | 0.00
|
| | |
|
0053 0001.90 | 0.68 | 17,190.000 | 11,689.20
|
SIGN DAY | EACH | 27,806.000 | 18,908.08
|
| | 27,806.000 | 18,908.08
|
| | 0.000 | 0.00
|
| | |
|
0054 0003.10 | 71.40 | 196.000 | 13,994.40
|
FLAGGING | DAY | 250.500 | 17,885.70
|
| | 250.500 | 17,885.70
|
| | 0.000 | 0.00
|
| | |
|
0055 0003.20 | 225.50 | 29.000 | 6,539.50
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 69.000 | 15,559.50
|
| | 69.000 | 15,559.50
|
| | 0.000 | 0.00
|
| | |
|
0056 0010.04 | 2,500.00 | 0.680 | 1,700.00
|
FIELD OFFICE | EACH | 0.680 | 1,700.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 0030.00 | 3,235.29 | 1.000 | 3,235.29
|
MOBILIZATION | LS | 1.000 | 3,235.29
|
| | 1.000 | 3,235.30
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 48,950.71
|
| | Current | 81,546.39
|
| | In place | 92,617.51
|
| | This Estimate | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 70+23.58 | | |
|
0007 0030.60 | 1,219.15 | 1.000 | 1,219.15
|
MOBILIZATION | LS | 1.000 | 1,219.15
|
| | 1.000 | 1,219.15
|
| | 0.000 | 0.00
|
| | |
|
0008 6010.26 | 635.36 | 16.000 | 10,165.76
|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | CY | 16.000 | 10,165.76
|
| | 16.000 | 10,165.76
|
| | 0.000 | 0.00
|
| | |
|
0009 6020.00 | 0.78 | 2,560.000 | 1,996.80
|
REINFORCING STEEL FOR BRIDGE | LB | 2,560.000 | 1,996.80
|
| | 2,560.000 | 1,996.80
|
| | 0.000 | 0.00
|
| | |
|
0010 6082.01 | 3.19 | 750.000 | 2,392.50
|
STRUCTURAL STEEL FOR BRIDGE RAIL | LB | 750.000 | 2,392.50
|
| | 750.000 | 2,392.50
|
| | 0.000 | 0.00
|
| | |
|
GROUP 6B BRIDGE AT STA. 70+23.58 | | Contracted | 15,774.21
|
| | Current | 15,774.21
|
| | In place | 15,774.21
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | |
|
0011 0030.70 | 126.41 | 1.000 | 126.41
|
MOBILIZATION | LS | 1.000 | 126.41
|
| | 1.000 | 126.41
|
| | 0.000 | 0.00
|
| | |
|
0012 7011.20 | 12.11 | 1,350.000 | 16,348.50
|
W-BEAM GUARDRAIL | LF | 1,350.000 | 16,348.50
|
| | 1,350.000 | 16,348.50
|
| | 0.000 | 0.00
|
| | |
|
0014 7017.00 | 1.80 | 1,787.500 | 3,217.50
|
REMOVE GUARDRAIL | LF | 1,787.500 | 3,217.50
|
| | 1,662.500 | 2,992.50
|
| | 0.000 | 0.00
|
| | |
|
0016 7020.00 | 1,009.00 | 4.000 | 4,036.00
|
BRIDGE APPROACH SECTIONS | EACH | 4.000 | 4,036.00
|
| | 4.000 | 4,036.00
|
| | 0.000 | 0.00
|
| | |
|
0017 7021.70 | 1,503.00 | 8.000 | 12,024.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 8.000 | 12,024.00
|
| | 8.000 | 12,024.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARDRAIL | | Contracted | 35,752.41
|
| | Current | 35,752.41
|
| | In place | 35,527.41
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0019 L001.02 | 450.00 | 6.000 | 2,700.00
|
SEEDING, TYPE B | ACRE | 6.000 | 2,700.00
|
| | 6.820 | 3,069.00
|
| | 0.000 | 0.00
|
| | |
|
0020 L020.00 | 1.20 | 2,503.000 | 3,003.60
|
EROSION CONTROL | SY | 2,503.000 | 3,003.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 L032.75 | 50.00 | 13.500 | 675.00
|
MULCH | TON | 13.500 | 675.00
|
| | 13.640 | 682.00
|
| | 0.000 | 0.00
|
| | |
|
0022 0002.40 | 5.75 | 1,130.760 | 6,501.87
|
TEMPORARY SOLID LINES | STA | 1,130.760 | 6,501.87
|
| | 1,132.014 | 6,509.08
|
| | 0.000 | 0.00
|
| | |
|
0023 0002.45 | 5.75 | 565.380 | 3,250.94
|
TEMPORARY BROKEN LINES | STA | 565.380 | 3,250.94
|
| | 598.972 | 3,444.09
|
| | 0.000 | 0.00
|
| | |
|
0024 0030.90 | 17,751.24 | 1.000 | 17,751.24
|
MOBILIZATION | LS | 1.000 | 17,751.24
|
| | 1.000 | 17,751.24
|
| | 0.000 | 0.00
|
| | |
|
0026 1033.00 | 608.00 | 7.580 | 4,608.64
|
ROADWAY GRADING | STA | 7.580 | 4,608.64
|
| | 6.020 | 3,660.16
|
| | 0.000 | 0.00
|
| | |
|
0027 1109.00 | 3.10 | 1,357.000 | 4,206.70
|
REMOVE CURB | LF | 1,357.000 | 4,206.70
|
| | 1,328.200 | 4,117.42
|
| | 0.000 | 0.00
|
| | |
|
0028 2010.03 | 12.90 | 18.000 | 232.20
|
CRUSHED ROCK SURFACE COURSE | TON | 18.000 | 232.20
|
| | 23.080 | 297.73
|
| | 0.000 | 0.00
|
| | |
|
0030 2021.00 | 50.00 | 11.000 | 550.00
|
MAILBOX POST | EACH | 11.000 | 550.00
|
| | 6.000 | 300.00
|
| | 0.000 | 0.00
|
| | |
|
0031 9005.00 | 39.20 | 200.000 | 7,840.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 200.000 | 7,840.00
|
SP2 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 9005.30 | 17.99 | 11,330.000 | 203,826.70
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 11,330.000 | 203,826.70
|
| | 10,040.820 | 180,634.35
|
| | 0.000 | 0.00
|
| | |
|
0033 9009.00 | 3.10 | 289.000 | 895.90
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 289.000 | 895.90
|
| | 192.940 | 598.11
|
| | 0.000 | 0.00
|
| | |
|
0034 9021.03 | 155.10 | 599.560 | 92,991.76
|
PERFORMANCE GRADED BINDER (58-28) | TON | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0035 9030.00 | 3.40 | 1,357.000 | 4,613.80
|
CONSTRUCTING ASPHALTIC CONCRETE CURB | LF | 1,357.000 | 4,613.80
|
| | 1,328.200 | 4,515.88
|
| | 0.000 | 0.00
|
| | |
|
0036 9034.00 | 1.49 | 289.000 | 430.61
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 289.000 | 430.61
|
| | 192.940 | 287.48
|
| | 0.000 | 0.00
|
| | |
|
0037 9053.00 | 0.80 | 10,400.000 | 8,320.00
|
TACK COAT | GAL | 10,400.000 | 8,320.00
|
| | 11,620.000 | 9,296.00
|
| | 0.000 | 0.00
|
| | |
|
0038 9110.01 | 55.20 | 20.000 | 1,104.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,104.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 9110.02 | 64.00 | 20.000 | 1,280.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,280.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 9110.03 | 45.20 | 20.000 | 904.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 904.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 9110.07 | 44.00 | 20.000 | 880.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 880.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 9111.00 | 9.20 | 98.000 | 901.60
|
WATER | MGAL | 98.000 | 901.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 9170.00 | 68.45 | 391.383 | 26,790.17
|
EARTH SHOULDER CONSTRUCTION | STA | 391.383 | 26,790.17
|
| | 393.154 | 26,911.39
|
| | 0.000 | 0.00
|
| | |
|
0044 9179.21 | 55.00 | 197.192 | 10,845.56
|
COLD MILLING, CLASS 1 | STA | 197.192 | 10,845.56
|
| | 196.574 | 10,811.57
|
| | 0.000 | 0.00
|
| | |
|
0049 9300.50 | 395.86 | 1.000 | 395.86
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 395.86
|
| | 1.000 | 395.86
|
| | 0.000 | 0.00
|
| | |
|
0402 9021.01 | 155.10 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | TON | 0.000 | 0.00
|
BINDER CHANGE FROM 58-28 TO 64-22 | | 0.000 | 0.01
|
| | 0.000 | 0.00
|
| | |
|
0406 9021.01 | 178.10 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | TON | 431.693 | 76,884.52
|
(ANTI STRIP AGENT ADDED) | | 431.693 | 76,884.52
|
| | 0.000 | 0.00
|
| | |
|
0605 9300.58 | -0.107 | 0.000 | 0.00
|
SUPERPAVE QUALITY DISINCENTIVE | TON | 10,042.800 | -1,074.58
|
0.99402557 % PAY FACTOR | | 10,040.820 | -1,074.37
|
| | 0.000 | 0.00
|
| | |
|
0607 9300.60 | 0.2411 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 4,871.740 | 1,174.58
|
101.34% | | 4,871.740 | 1,174.58
|
| | 0.000 | 0.00
|
| | |
|
0608 9300.77 | 2.3865 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | TON | 209.485 | 499.94
|
101.34% | | 209.485 | 499.94
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 405,500.14
|
| | Current | 389,992.84
|
| | In place | 350,766.04
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0050 0001.08 | 0.50 | 3,925.000 | 1,962.50
|
BARRICADE, TYPE II | BDAY | 3,925.000 | 1,962.50
|
| | 3,264.000 | 1,632.00
|
| | 0.000 | 0.00
|
| | |
|
0051 0001.10 | 2.71 | 356.000 | 964.76
|
BARRICADE, TYPE III | BDAY | 356.000 | 964.76
|
| | 1,458.000 | 3,951.18
|
| | 0.000 | 0.00
|
| | |
|
0052 0001.30 | 2.55 | 114.000 | 290.70
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 114.000 | 290.70
|
| | 361.000 | 920.55
|
| | 0.000 | 0.00
|
| | |
|
0053 0001.90 | 0.68 | 2,414.000 | 1,641.52
|
SIGN DAY | EACH | 6,622.000 | 4,502.96
|
| | 6,622.000 | 4,502.96
|
| | 0.000 | 0.00
|
| | |
|
0054 0003.10 | 71.40 | 64.000 | 4,569.60
|
FLAGGING | DAY | 64.000 | 4,569.60
|
| | 49.000 | 3,498.60
|
| | 0.000 | 0.00
|
| | |
|
0055 0003.20 | 225.50 | 12.000 | 2,706.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 16.000 | 3,608.00
|
| | 16.000 | 3,608.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0010.04 | 2,500.00 | 0.160 | 400.00
|
FIELD OFFICE | EACH | 0.160 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 0030.00 | 941.18 | 1.000 | 941.18
|
MOBILIZATION | LS | 1.000 | 941.18
|
| | 1.000 | 941.18
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 13,476.26
|
| | Current | 17,239.70
|
| | In place | 19,054.47
|
| | This Estimate | 0.00
|
| | |
|
GROUP 7 GUARD RAIL | | |
|
0011 0030.70 | 22.98 | 1.000 | 22.98
|
MOBILIZATION | LS | 1.000 | 22.98
|
| | 1.000 | 22.98
|
| | 0.000 | 0.00
|
| | |
|
0014 7017.00 | 1.80 | 150.000 | 270.00
|
REMOVE GUARDRAIL | LF | 150.000 | 270.00
|
| | 150.000 | 270.00
|
| | 0.000 | 0.00
|
| | |
|
0017 7021.70 | 1,503.00 | 4.000 | 6,012.00
|
GUARDRAIL END TREATMENT, SRT-350 | EACH | 4.000 | 6,012.00
|
| | 4.000 | 6,012.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 7 GUARD RAIL | | Contracted | 6,304.98
|
| | Current | 6,304.98
|
| | In place | 6,304.98
|
| | This Estimate | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | |
|
0019 L001.02 | 450.00 | 7.000 | 3,150.00
|
SEEDING, TYPE B | ACRE | 7.000 | 3,150.00
|
| | 7.230 | 3,253.50
|
| | 0.000 | 0.00
|
| | |
|
0020 L020.00 | 1.20 | 728.000 | 873.60
|
EROSION CONTROL | SY | 728.000 | 873.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 L032.75 | 50.00 | 16.000 | 800.00
|
MULCH | TON | 16.000 | 800.00
|
| | 14.430 | 721.50
|
| | 0.000 | 0.00
|
| | |
|
0022 0002.40 | 5.75 | 1,466.880 | 8,434.56
|
TEMPORARY SOLID LINES | STA | 1,466.880 | 8,434.56
|
| | 1,459.412 | 8,391.64
|
| | 0.000 | 0.00
|
| | |
|
0023 0002.45 | 5.75 | 733.440 | 4,217.28
|
TEMPORARY BROKEN LINES | STA | 733.440 | 4,217.28
|
| | 775.236 | 4,457.61
|
| | 0.000 | 0.00
|
| | |
|
0024 0030.90 | 18,537.63 | 1.000 | 18,537.63
|
MOBILIZATION | LS | 1.000 | 18,537.63
|
| | 1.000 | 18,537.63
|
| | 0.000 | 0.00
|
| | |
|
0026 1033.00 | 608.00 | 3.080 | 1,872.64
|
ROADWAY GRADING | STA | 3.080 | 1,872.64
|
| | 3.080 | 1,872.64
|
| | 0.000 | 0.00
|
| | |
|
0028 2010.03 | 12.90 | 28.000 | 361.20
|
CRUSHED ROCK SURFACE COURSE | TON | 28.000 | 361.20
|
| | 28.000 | 361.20
|
| | 0.000 | 0.00
|
| | |
|
0031 9005.00 | 39.20 | 100.000 | 3,920.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 3,920.00
|
SP2 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 9005.30 | 17.99 | 12,980.000 | 233,510.20
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 12,980.000 | 233,510.20
|
| | 13,210.180 | 237,651.14
|
| | 0.000 | 0.00
|
| | |
|
0033 9009.00 | 3.10 | 286.000 | 886.60
|
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 286.000 | 886.60
|
| | 214.410 | 664.67
|
| | 0.000 | 0.00
|
| | |
|
0034 9021.03 | 155.10 | 680.160 | 105,492.82
|
PERFORMANCE GRADED BINDER (58-28) | TON | 61.344 | 9,514.45
|
| | 61.344 | 9,514.46
|
| | 0.000 | 0.00
|
| | |
|
0036 9034.00 | 1.49 | 286.000 | 426.14
|
PREPARATION OF INTERSECTIONS AND DRIVEWAYS | SY | 286.000 | 426.14
|
| | 214.410 | 319.47
|
| | 0.000 | 0.00
|
| | |
|
0037 9053.00 | 0.80 | 12,980.000 | 10,384.00
|
TACK COAT | GAL | 12,980.000 | 10,384.00
|
| | 15,350.000 | 12,280.00
|
| | 0.000 | 0.00
|
| | |
|
0038 9110.01 | 55.20 | 20.000 | 1,104.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 20.000 | 1,104.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 9110.02 | 64.00 | 20.000 | 1,280.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 20.000 | 1,280.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 9110.03 | 45.20 | 20.000 | 904.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 20.000 | 904.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 9110.07 | 44.00 | 20.000 | 880.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 20.000 | 880.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 9111.00 | 9.20 | 123.000 | 1,131.60
|
WATER | MGAL | 123.000 | 1,131.60
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0043 9170.00 | 68.45 | 488.954 | 33,468.90
|
EARTH SHOULDER CONSTRUCTION | STA | 488.954 | 33,468.90
|
| | 488.296 | 33,423.86
|
| | 0.000 | 0.00
|
| | |
|
0044 9179.21 | 55.00 | 244.477 | 13,446.24
|
COLD MILLING, CLASS 1 | STA | 244.477 | 13,446.24
|
| | 242.479 | 13,336.34
|
| | 0.000 | 0.00
|
| | |
|
0049 9300.50 | 491.89 | 1.000 | 491.89
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 491.89
|
| | 1.000 | 491.90
|
| | 0.000 | 0.00
|
| | |
|
0401 9021.01 | 155.10 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | TON | 357.895 | 55,509.51
|
BINDER CHANGE FROM 58-28 TO 64-22 | | 357.895 | 55,509.51
|
| | 0.000 | 0.00
|
| | |
|
0405 9021.01 | 178.10 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | TON | 238.146 | 42,413.80
|
(ANTI STRIP AGENT ADDED) | | 238.146 | 42,413.80
|
| | 0.000 | 0.00
|
| | |
|
0606 9300.58 | -0.823 | 0.000 | 0.00
|
SUPERPAVE QUALITY DISINCENTIVE | TON | 13,210.160 | -10,871.96
|
0.9542705 % PAY FACTOR | | 13,210.160 | -10,871.96
|
| | 0.000 | 0.00
|
| | |
|
0609 9300.60 | 0.0486 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 5,153.544 | 250.46
|
100.27% | | 5,153.544 | 250.46
|
| | 0.000 | 0.00
|
| | |
|
0610 9300.77 | 0.419 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | TON | 73.138 | 30.64
|
100.27% (64-22) | | 73.138 | 30.64
|
| | 0.000 | 0.00
|
| | |
|
0611 9300.77 | 0.481 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | TON | 143.310 | 68.93
|
100.27% (64-22 WITH ANTI STRIP) | | 143.310 | 68.93
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 445,573.29
|
| | Current | 436,996.33
|
| | In place | 432,678.94
|
| | This Estimate | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | |
|
0050 0001.08 | 0.50 | 3,520.000 | 1,760.00
|
BARRICADE, TYPE II | BDAY | 33,253.000 | 16,626.50
|
| | 33,253.000 | 16,626.50
|
| | 0.000 | 0.00
|
| | |
|
0051 0001.10 | 2.71 | 176.000 | 476.96
|
BARRICADE, TYPE III | BDAY | 176.000 | 476.96
|
| | 361.000 | 978.31
|
| | 0.000 | 0.00
|
| | |
|
0052 0001.30 | 2.55 | 88.000 | 224.40
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 88.000 | 224.40
|
| | 238.000 | 606.90
|
| | 0.000 | 0.00
|
| | |
|
0053 0001.90 | 0.68 | 2,342.000 | 1,592.56
|
SIGN DAY | EACH | 9,924.000 | 6,748.32
|
| | 9,924.000 | 6,748.32
|
| | 0.000 | 0.00
|
| | |
|
0054 0003.10 | 71.40 | 50.000 | 3,570.00
|
FLAGGING | DAY | 50.000 | 3,570.00
|
| | 48.000 | 3,427.20
|
| | 0.000 | 0.00
|
| | |
|
0055 0003.20 | 225.50 | 13.000 | 2,931.50
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 22.000 | 4,961.00
|
| | 22.000 | 4,961.00
|
| | 0.000 | 0.00
|
| | |
|
0056 0010.04 | 2,500.00 | 0.160 | 400.00
|
FIELD OFFICE | EACH | 0.160 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0057 0030.00 | 823.53 | 1.000 | 823.53
|
MOBILIZATION | LS | 1.000 | 823.53
|
| | 1.000 | 823.53
|
| | 0.000 | 0.00
|
| | |
|
GROUP 10 GENERAL ITEMS | | Contracted | 11,778.95
|
| | Current | 33,830.71
|
| | In place | 34,171.76
|
| | This Estimate | 0.00
|
| | |
|
Totals for contract | | Contracted | 2,970,762.96
|
---|
| | Current | 2,875,614.58
|
---|
| | In place | 2,846,922.66
|
---|
| | This Estimate | 0.00
|
---|