| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0020 | 9005.35 | ASPHALTIC CONCRETE, TYPE SP3(0.5) | |
|
| | S.P. Initial Payment | 8,461.43 | 1
|
| | 3/4" x #4 Rock | |
|
| | S.P. Initial Payment | 33,769.06 | 1
|
| | Crusher Fines | |
|
| | Total for estimate 0001: | 42,230.49 |
|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0020 | 9005.35 | ASPHALTIC CONCRETE, TYPE SP3(0.5) | |
|
| | S.P. Initial Payment | 27,112.75 | 2
|
| | 3/4" x #4 Rock | |
|
| | S.P. Closure | -33,769.06 | 1
|
| | Crusher Fines | |
|
| | S.P. Initial Payment | 21,906.41 | 2
|
| | Crucher Fines | |
|
| | Total for estimate 0002: | 15,250.10 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0020 | 9005.35 | ASPHALTIC CONCRETE, TYPE SP3(0.5) | |
|
| | S.P. Adjustment | -8,461.43 | 1
|
| | 3/4" x #4 Rock | |
|
| | S.P. Adjustment | -27,112.75 | 2
|
| | 3/4" x #4 Rock | |
|
| | S.P. Adjustment | -20,442.95 | 2
|
| | Crucher Fines | |
|
| | Total for estimate 0005: | -56,017.13 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0020 | 9005.35 | ASPHALTIC CONCRETE, TYPE SP3(0.5) | |
|
| | S.P. Closure | -1,463.46 | 2
|
| | Crucher Fines | |
|
| | Total for estimate 0010: | -1,463.46 |
|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0019 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(0.5) | |
|
| | S.P. Initial Payment | 12,930.41 | 2
|
| | 3/4" x #4 Rock | |
|
| | S.P. Initial Payment | 66,240.54 | 2
|
| | Crusher Fines | |
|
| | Total for estimate 0002: | 79,170.95 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0019 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(0.5) | |
|
| | S.P. Initial Payment | 69,228.25 | 3
|
| | 3/4" x #4 Rock | |
|
| | S.P. Initial Payment | 27,534.97 | 3
|
| | Crusher Fines | |
|
| | Total for estimate 0003: | 96,763.22 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0019 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(0.5) | |
|
| | S.P. Adjustment | -12,930.41 | 2
|
| | 3/4" x #4 Rock | |
|
| | S.P. Adjustment | -3,340.02 | 3
|
| | 3/4" x #4 Rock | |
|
| | S.P. Adjustment | -18,590.90 | 2
|
| | Crusher Fines | |
|
| | Total for estimate 0007: | -34,861.33 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0019 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(0.5) | |
|
| | S.P. Adjustment | -36,797.38 | 3
|
| | 3/4" x #4 Rock | |
|
| | S.P. Adjustment | -39,235.13 | 2
|
| | Crusher Fines | |
|
| | Total for estimate 0008: | -76,032.51 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0019 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(0.5) | |
|
| | S.P. Adjustment | -26,958.19 | 3
|
| | 3/4" x #4 Rock | |
|
| | S.P. Adjustment | -8,414.51 | 2
|
| | Crusher Fines | |
|
| | S.P. Adjustment | -24,766.54 | 3
|
| | Crusher Fines | |
|
| | Total for estimate 0009: | -60,139.24 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0019 | 9005.30 | ASPHALTIC CONCRETE, TYPE SP2(0.5) | |
|
| | S.P. Closure | -2,132.66 | 3
|
| | 3/4" x #4 Rock | |
|
| | S.P. Closure | -2,768.43 | 3
|
| | Crusher Fines | |
|
| | Total for estimate 0010: | -4,901.09 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0018 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Initial Payment | 7,162.61 | 3
|
| | 3/4" Rock | |
|
| | S.P. Initial Payment | 3,718.12 | 3
|
| | Washed Crusher Fines | |
|
0021 | 9005.45 | ASPHALTIC CONCRETE, TYPE SP4(0.5) | |
|
| | S.P. Initial Payment | 107,810.43 | 3
|
| | 3/4" Rock | |
|
| | Total for estimate 0003: | 118,691.16 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0018 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Adjustment | -6,194.20 | 3
|
| | 3/4" Rock | |
|
| | S.P. Adjustment | -3,718.12 | 3
|
| | Washed Crusher Fines | |
|
0021 | 9005.45 | ASPHALTIC CONCRETE, TYPE SP4(0.5) | |
|
| | S.P. Adjustment | -69,887.70 | 3
|
| | 3/4" Rock | |
|
| | Total for estimate 0006: | -79,800.02 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0021 | 9005.45 | ASPHALTIC CONCRETE, TYPE SP4(0.5) | |
|
| | S.P. Adjustment | -33,274.21 | 3
|
| | 3/4" Rock | |
|
| | Total for estimate 0007: | -33,274.21 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0018 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Closure | -968.41 | 3
|
| | 3/4" Rock | |
|
0021 | 9005.45 | ASPHALTIC CONCRETE, TYPE SP4(0.5) | |
|
| | S.P. Closure | -4,648.52 | 3
|
| | 3/4" Rock | |
|
| | Total for estimate 0010: | -5,616.93 |
|
| | Total remaining for contract: | 0.00 |
|
---|
| | | 1. Contracted
|
---|
| | | 2. Current
|
---|
| | | 3. To date
|
---|
Item Nbr Item Code | Unit Price | | 4. This Est
|
---|
Item Description | Units | Qty | Amount
|
---|
GROUP 9 BITUMINOUS | | |
|
0001 0001.10 | 3.35 | 135.000 | 452.25
|
BARRICADE, TYPE III | BDAY | 135.000 | 452.25
|
| | 399.000 | 1,336.65
|
| | -9.000 | -30.15
|
| | |
|
0002 0001.30 | 4.15 | 81.000 | 336.15
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 81.000 | 336.15
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0001.75 | 5.55 | 300.000 | 1,665.00
|
TEMPORARY SIGN DAY | EACH | 300.000 | 1,665.00
|
| | 352.000 | 1,953.60
|
| | 162.000 | 899.10
|
| | |
|
0004 0001.90 | 0.50 | 1,617.000 | 808.50
|
SIGN DAY | EACH | 1,617.000 | 808.50
|
| | 4,694.000 | 2,347.00
|
| | -245.000 | -122.50
|
| | |
|
0005 0002.55 | 5.40 | 777.000 | 4,195.80
|
OVERLAY BROKEN LINES | STA | 777.000 | 4,195.80
|
| | 710.530 | 3,836.87
|
| | 0.000 | 0.00
|
| | |
|
0006 0002.60 | 5.40 | 1,554.000 | 8,391.60
|
OVERLAY SOLID LINES | STA | 1,554.000 | 8,391.60
|
| | 837.520 | 4,522.61
|
| | 0.000 | 0.00
|
| | |
|
0007 0002.76 | 0.05 | 97,000.000 | 4,850.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 0003.10 | 132.00 | 30.000 | 3,960.00
|
FLAGGING | DAY | 30.000 | 3,960.00
|
| | 44.000 | 5,808.00
|
| | 0.000 | 0.00
|
| | |
|
0009 0003.20 | 235.00 | 6.000 | 1,410.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 6.000 | 1,410.00
|
| | 8.000 | 1,880.00
|
| | 0.000 | 0.00
|
| | |
|
0010 0010.04 | 1,250.00 | 0.170 | 212.50
|
FIELD OFFICE | EACH | 0.170 | 212.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 0030.90 | 7,563.68 | 1.000 | 7,563.68
|
MOBILIZATION | LS | 1.000 | 7,563.68
|
| | 1.000 | 7,563.68
|
| | 0.000 | 0.00
|
| | |
|
0012 8008.00 | 11.60 | 600.000 | 6,960.00
|
ARMOR COAT AGGREGATE | CY | 600.000 | 6,960.00
|
| | 580.000 | 6,728.00
|
| | 100.000 | 1,160.00
|
| | |
|
0014 9000.75 | 12.87 | 500.000 | 6,435.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 6,435.00
|
SP3(0.5) | | 181.140 | 2,331.27
|
| | 0.000 | 0.00
|
| | |
|
0016 9005.01 | 16.00 | 200.000 | 3,200.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 200.000 | 3,200.00
|
SP3(0.5) | | 9.000 | 144.00
|
| | 0.000 | 0.00
|
| | |
|
0020 9005.35 | 12.87 | 12,760.000 | 164,221.20
|
ASPHALTIC CONCRETE, TYPE SP3(0.5) | TON | 12,760.000 | 164,221.20
|
| | 14,441.190 | 185,858.12
|
| | 0.000 | 0.00
|
| | |
|
0022 9020.91 | 154.00 | 27.000 | 4,158.00
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 4,158.00
|
| | 9.679 | 1,490.57
|
| | 0.000 | 0.00
|
| | |
|
0023 9021.01 | 154.00 | 699.840 | 107,775.36
|
PERFORMANCE GRADED BINDER (64-22) | TON | 699.840 | 107,775.36
|
| | 770.255 | 118,619.27
|
| | 6.500 | 1,001.00
|
| | |
|
0025 9052.00 | 0.95 | 16,230.000 | 15,418.50
|
ARMOR COAT EMULSIFIED ASPHALT | GAL | 16,230.000 | 15,418.50
|
| | 13,748.986 | 13,061.54
|
| | -617.014 | -586.16
|
| | |
|
0026 9053.00 | 0.77 | 17,600.000 | 13,552.00
|
TACK COAT | GAL | 17,600.000 | 13,552.00
|
| | 5,350.000 | 4,119.50
|
| | 0.000 | 0.00
|
| | |
|
0027 9110.01 | 41.00 | 40.000 | 1,640.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 40.000 | 1,640.00
|
| | 6.000 | 246.00
|
| | 0.000 | 0.00
|
| | |
|
0028 9110.02 | 41.00 | 40.000 | 1,640.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 40.000 | 1,640.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 9110.03 | 37.00 | 40.000 | 1,480.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 40.000 | 1,480.00
|
| | 1.000 | 37.00
|
| | 0.000 | 0.00
|
| | |
|
0030 9110.07 | 30.00 | 40.000 | 1,200.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 40.000 | 1,200.00
|
| | 1.000 | 30.00
|
| | 0.000 | 0.00
|
| | |
|
0034 9179.23 | 96.75 | 433.056 | 41,898.17
|
COLD MILLING, CLASS 3 | STA | 433.056 | 41,898.17
|
| | 448.087 | 43,352.41
|
| | 0.000 | 0.00
|
| | |
|
4000 0002.76 | 0.0675 | 0.000 | 0.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 97,000.000 | 6,547.50
|
5" Line | | 114,166.500 | 7,706.24
|
| | 0.000 | 0.00
|
| | |
|
4001 4002.00 | 1.18 | 0.000 | 0.00
|
CAST IRON COVER AND FRAME | LB | 1,515.000 | 1,787.70
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4002 4015.01 | 289.10 | 0.000 | 0.00
|
ADJUST MANHOLE TO GRADE | EACH | 3.000 | 867.30
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4003 9300.50 | 7,495.00 | 0.000 | 0.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 7,495.00
|
| | 1.000 | 7,495.00
|
| | 0.000 | 0.00
|
| | |
|
4004 9022.01 | 10.50 | 0.000 | 0.00
|
ANTI-STRIPPING ADDITIVE | TON | 782.933 | 8,220.80
|
| | 782.933 | 8,220.80
|
| | 782.933 | 8,220.80
|
| | |
|
4005 9300.56 | 0.33716 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 14,631.330 | 4,933.10
|
Asph Conc Type SP-3(0.5) @ 102.62 | | 14,631.330 | 4,933.10
|
| | 14,631.330 | 4,933.10
|
| | |
|
0001 0001.10 | 3.35 | 344.000 | 1,152.40
|
BARRICADE, TYPE III | BDAY | 344.000 | 1,152.40
|
| | 330.000 | 1,105.50
|
| | 40.000 | 134.00
|
| | |
|
0002 0001.30 | 4.15 | 172.000 | 713.80
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 172.000 | 713.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0001.75 | 5.55 | 860.000 | 4,773.00
|
TEMPORARY SIGN DAY | EACH | 860.000 | 4,773.00
|
| | 352.000 | 1,953.60
|
| | -1,935.000 | -10,739.25
|
| | |
|
0004 0001.90 | 0.50 | 12,976.000 | 6,488.00
|
SIGN DAY | EACH | 12,976.000 | 6,488.00
|
| | 12,020.000 | 6,010.00
|
| | 2,549.000 | 1,274.50
|
| | |
|
0005 0002.55 | 5.40 | 2,485.000 | 13,419.00
|
OVERLAY BROKEN LINES | STA | 2,485.000 | 13,419.00
|
| | 2,640.818 | 14,260.41
|
| | 0.000 | 0.00
|
| | |
|
0006 0002.60 | 5.40 | 4,970.000 | 26,838.00
|
OVERLAY SOLID LINES | STA | 4,970.000 | 26,838.00
|
| | 5,283.068 | 28,528.57
|
| | 0.000 | 0.00
|
| | |
|
0007 0002.76 | 0.05 | 310,000.000 | 15,500.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 0003.10 | 132.00 | 86.000 | 11,352.00
|
FLAGGING | DAY | 86.000 | 11,352.00
|
| | 97.000 | 12,804.00
|
| | 4.000 | 528.00
|
| | |
|
0009 0003.20 | 235.00 | 19.000 | 4,465.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 19.000 | 4,465.00
|
| | 27.000 | 6,345.00
|
| | 1.500 | 352.50
|
| | |
|
0010 0010.04 | 1,250.00 | 0.440 | 550.00
|
FIELD OFFICE | EACH | 0.440 | 550.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 0030.90 | 12,592.19 | 1.000 | 12,592.19
|
MOBILIZATION | LS | 1.000 | 12,592.19
|
| | 1.000 | 12,592.19
|
| | 0.000 | 0.00
|
| | |
|
0013 9000.74 | 15.10 | 500.000 | 7,550.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 7,550.00
|
SP2(0.5) | | 1,630.650 | 24,622.81
|
| | 0.000 | 0.00
|
| | |
|
0015 9005.00 | 18.15 | 700.000 | 12,705.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 700.000 | 12,705.00
|
SP2(0.5) | | 107.800 | 1,956.58
|
| | 0.000 | 0.00
|
| | |
|
0019 9005.30 | 15.10 | 37,270.000 | 562,777.00
|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | TON | 36,270.000 | 547,677.00
|
| | 40,602.930 | 613,104.24
|
| | 75.000 | 1,132.50
|
| | |
|
0022 9020.91 | 154.00 | 27.000 | 4,158.00
|
PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 4,158.00
|
| | 78.853 | 12,143.37
|
| | -0.001 | -0.15
|
| | |
|
0023 9021.01 | 154.00 | 2,050.380 | 315,758.52
|
PERFORMANCE GRADED BINDER (64-22) | TON | 2,050.380 | 315,758.52
|
| | 1,990.454 | 306,529.92
|
| | -0.006 | -0.92
|
| | |
|
0026 9053.00 | 0.77 | 49,690.000 | 38,261.30
|
TACK COAT | GAL | 49,690.000 | 38,261.30
|
| | 27,800.000 | 21,406.00
|
| | 0.000 | 0.00
|
| | |
|
0027 9110.01 | 41.00 | 115.000 | 4,715.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 115.000 | 4,715.00
|
| | 1.000 | 41.00
|
| | 0.000 | 0.00
|
| | |
|
0028 9110.02 | 41.00 | 115.000 | 4,715.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 115.000 | 4,715.00
|
| | 3.000 | 123.00
|
| | 0.000 | 0.00
|
| | |
|
0029 9110.03 | 37.00 | 115.000 | 4,255.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 115.000 | 4,255.00
|
| | 4.000 | 148.00
|
| | 0.000 | 0.00
|
| | |
|
0030 9110.07 | 30.00 | 115.000 | 3,450.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 115.000 | 3,450.00
|
| | 1.000 | 30.00
|
| | 0.000 | 0.00
|
| | |
|
0031 9111.00 | 5.30 | 407.000 | 2,157.10
|
WATER | MGAL | 407.000 | 2,157.10
|
| | 53.385 | 282.94
|
| | 10.677 | 56.59
|
| | |
|
0032 9170.00 | 19.15 | 1,626.960 | 31,156.28
|
EARTH SHOULDER CONSTRUCTION | STA | 1,626.960 | 31,156.28
|
| | 1,651.200 | 31,620.48
|
| | 509.200 | 9,751.18
|
| | |
|
0033 9179.21 | 64.10 | 812.480 | 52,079.97
|
COLD MILLING, CLASS 1 | STA | 812.480 | 52,079.97
|
| | 813.480 | 52,144.07
|
| | 0.000 | 0.00
|
| | |
|
0034 9179.23 | 96.75 | 430.228 | 41,624.56
|
COLD MILLING, CLASS 3 | STA | 430.228 | 41,624.56
|
| | 429.230 | 41,528.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0002.76 | 0.0675 | 0.000 | 0.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 310,000.000 | 20,925.00
|
5" Line | | 333,610.000 | 22,518.68
|
| | 0.000 | 0.00
|
| | |
|
4001 9300.50 | 23,985.00 | 0.000 | 0.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 23,985.00
|
| | 1.000 | 23,985.00
|
| | 0.500 | 11,992.50
|
| | |
|
4002 0096.10 | 13.21 | 0.000 | 0.00
|
DEDUCTION | TON | 0.000 | 0.00
|
TS deduction for high air void | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4003 9022.01 | 10.50 | 0.000 | 0.00
|
ANTI-STRIPPING ADDITIVE | TON | 1,566.876 | 16,452.20
|
| | 1,566.876 | 16,452.20
|
| | 1,566.876 | 16,452.20
|
| | |
|
4004 9300.56 | 0.32868 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 42,366.380 | 13,924.98
|
Asph Conc Type SP-2 (0.5) 102.18 | | 42,366.380 | 13,924.98
|
| | 42,366.380 | 13,924.98
|
| | |
|
0001 0001.10 | 3.35 | 240.000 | 804.00
|
BARRICADE, TYPE III | BDAY | 240.000 | 804.00
|
| | 350.000 | 1,172.50
|
| | -126.000 | -422.10
|
| | |
|
0002 0001.30 | 4.15 | 120.000 | 498.00
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 120.000 | 498.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0001.75 | 5.55 | 700.000 | 3,885.00
|
TEMPORARY SIGN DAY | EACH | 700.000 | 3,885.00
|
| | 348.000 | 1,931.40
|
| | 16.000 | 88.80
|
| | |
|
0004 0001.90 | 0.50 | 7,884.000 | 3,942.00
|
SIGN DAY | EACH | 7,884.000 | 3,942.00
|
| | 7,694.000 | 3,847.00
|
| | 230.000 | 115.00
|
| | |
|
0005 0002.55 | 5.40 | 1,919.000 | 10,362.60
|
OVERLAY BROKEN LINES | STA | 1,919.000 | 10,362.60
|
| | 1,921.548 | 10,376.36
|
| | 0.000 | 0.00
|
| | |
|
0006 0002.60 | 5.40 | 3,838.000 | 20,725.20
|
OVERLAY SOLID LINES | STA | 3,838.000 | 20,725.20
|
| | 4,038.316 | 21,806.91
|
| | 0.000 | 0.00
|
| | |
|
0007 0002.76 | 0.05 | 240,000.000 | 12,000.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0008 0003.10 | 132.00 | 70.000 | 9,240.00
|
FLAGGING | DAY | 70.000 | 9,240.00
|
| | 65.000 | 8,580.00
|
| | 0.000 | 0.00
|
| | |
|
0009 0003.20 | 235.00 | 17.000 | 3,995.00
|
FURNISHING AND OPERATING PILOT VEHICLE | DAY | 17.000 | 3,995.00
|
| | 24.000 | 5,640.00
|
| | 0.000 | 0.00
|
| | |
|
0010 0010.04 | 1,250.00 | 0.390 | 487.50
|
FIELD OFFICE | EACH | 0.390 | 487.50
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0011 0030.90 | 11,844.13 | 1.000 | 11,844.13
|
MOBILIZATION | LS | 1.000 | 11,844.13
|
| | 1.000 | 11,844.13
|
| | 0.000 | 0.00
|
| | |
|
0017 9005.03 | 21.00 | 200.000 | 4,200.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 200.000 | 4,200.00
|
SP4(0.5) | | 96.430 | 2,025.03
|
| | 0.000 | 0.00
|
| | |
|
0018 9005.23 | 9.38 | 5,150.000 | 48,307.00
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 5,150.000 | 48,307.00
|
| | 4,448.900 | 41,730.68
|
| | 0.000 | 0.00
|
| | |
|
0021 9005.45 | 17.96 | 28,170.000 | 505,933.20
|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | TON | 28,170.000 | 505,933.20
|
| | 29,001.540 | 520,867.66
|
| | 8.000 | 143.68
|
| | |
|
0023 9021.01 | 154.00 | 1,531.980 | 235,924.92
|
PERFORMANCE GRADED BINDER (64-22) | TON | 1,531.980 | 235,924.92
|
| | 1,566.876 | 241,298.90
|
| | 26.061 | 4,013.39
|
| | |
|
0024 9021.03 | 154.00 | 278.100 | 42,827.40
|
PERFORMANCE GRADED BINDER (58-28) | TON | 278.100 | 42,827.40
|
| | 154.721 | 23,827.03
|
| | -25.717 | -3,960.42
|
| | |
|
0026 9053.00 | 0.77 | 51,930.000 | 39,986.10
|
TACK COAT | GAL | 51,930.000 | 39,986.10
|
| | 22,650.000 | 17,440.50
|
| | 0.000 | 0.00
|
| | |
|
0027 9110.01 | 41.00 | 90.000 | 3,690.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 90.000 | 3,690.00
|
| | 8.000 | 328.00
|
| | 0.000 | 0.00
|
| | |
|
0028 9110.02 | 41.00 | 90.000 | 3,690.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 90.000 | 3,690.00
|
| | 4.000 | 164.00
|
| | 0.000 | 0.00
|
| | |
|
0029 9110.03 | 37.00 | 90.000 | 3,330.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 90.000 | 3,330.00
|
| | 3.000 | 111.00
|
| | 0.000 | 0.00
|
| | |
|
0030 9110.07 | 30.00 | 90.000 | 2,700.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 90.000 | 2,700.00
|
| | 2.000 | 60.00
|
| | 0.000 | 0.00
|
| | |
|
0034 9179.23 | 96.75 | 775.098 | 74,990.73
|
COLD MILLING, CLASS 3 | STA | 775.098 | 74,990.73
|
| | 773.991 | 74,883.63
|
| | 0.000 | 0.00
|
| | |
|
0035 9179.43 | 76.75 | 197.984 | 15,195.27
|
COLD MILLING, CLASS 3 | STA | 197.984 | 15,195.27
|
TYPE A | | 201.532 | 15,467.58
|
| | 0.000 | 0.00
|
| | |
|
0036 9179.63 | 45.25 | 395.968 | 17,917.55
|
COLD MILLING, CLASS 3 | STA | 395.968 | 17,917.55
|
TYPE B | | 403.062 | 18,238.56
|
| | 0.000 | 0.00
|
| | |
|
4000 0002.76 | 0.0675 | 0.000 | 0.00
|
PERMANENT PAVEMENT MARKING PAINT | LF | 240,000.000 | 16,200.00
|
5" Line | | 246,298.000 | 16,625.12
|
| | 0.000 | 0.00
|
| | |
|
4001 7530.48 | 1,075.00 | 0.000 | 0.00
|
RAILROAD CROSSING SYMBOL PREFORMED PAVEMENT MARKING, TYPE 4 | EACH | 2.000 | 2,150.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4002 9300.50 | 18,520.00 | 0.000 | 0.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 18,520.00
|
| | 1.000 | 18,520.00
|
| | 0.000 | 0.00
|
| | |
|
4003 9022.01 | 10.50 | 0.000 | 0.00
|
ANTI-STRIPPING ADDITIVE | TON | 2,069.307 | 21,727.72
|
| | 2,069.307 | 21,727.72
|
| | 2,069.307 | 21,727.72
|
| | |
|
4004 9300.56 | 0.5589 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 29,081.970 | 16,253.91
|
Asph Conc Type SP-4(0.5) 103.11 | | 29,081.970 | 16,253.91
|
| | 29,081.970 | 16,253.91
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 2,663,105.43
|
| | Current | 2,795,645.65
|
| | In place | 2,794,549.39
|
| | This Estimate | 98,293.80
|
| | |
|
Totals for contract | | Contracted | 2,663,105.43
|
---|
| | Current | 2,795,645.65
|
---|
| | In place | 2,794,549.39
|
---|
| | This Estimate | 98,293.80
|
---|