| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Initial Payment | 82,427.23 | 2139833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Initial Payment | 82,427.23 | 2163833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Initial Payment | 14,660.84 | 2151509
|
| | 1/4" LIMESTONE | |
|
| | S.P. Initial Payment | 14,660.84 | 2163833
|
| | 1/4" LIMESTONE | |
|
| | S.P. Initial Payment | 17,392.16 | 37876
|
| | CHAT | |
|
| | S.P. Initial Payment | 17,392.16 | 37970
|
| | CHAT | |
|
| | Total for estimate 0003: | 228,960.46 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -6,937.88 | 2139833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Adjustment | -10,692.41 | 2151509
|
| | 1/4" LIMESTONE | |
|
| | S.P. Adjustment | -4,048.84 | 37876
|
| | CHAT | |
|
| | S.P. Initial Payment | 16,865.06 | 2179228
|
| | 5/8" LIMESTONE | |
|
| | S.P. Adjustment | -16,865.06 | 2179228
|
| | 5/8" LIMESTONE | |
|
| | S.P. Initial Payment | 64,449.49 | 2179228
|
| | 1/4" LIMESTONE | |
|
| | S.P. Adjustment | -10,692.41 | 2179228
|
| | 1/4" LIMESTONE | |
|
| | S.P. Initial Payment | 14,358.03 | 38031
|
| | CHAT | |
|
| | S.P. Adjustment | -4,048.83 | 38031
|
| | CHAT | |
|
| | S.P. Initial Payment | 106,280.35 | 25416
|
| | SHARP CRUSHED GRAVEL | |
|
| | S.P. Adjustment | -14,366.84 | 25416
|
| | SHARP CRUSHED GRAVEL | |
|
| | Total for estimate 0004: | 134,300.66 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0027 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -28,730.00 | 2139833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Adjustment | -3,968.44 | 2151509
|
| | 1/4" LIMESTONE | |
|
| | S.P. Adjustment | -14,660.84 | 2163833
|
| | 1/4" LIMESTONE | |
|
| | S.P. Adjustment | -13,343.34 | 37876
|
| | CHAT | |
|
| | S.P. Adjustment | -5,655.44 | 37970
|
| | CHAT | |
|
| | S.P. Adjustment | -44,277.66 | 2179228
|
| | 1/4" LIMESTONE | |
|
| | S.P. Adjustment | -10,309.21 | 38031
|
| | CHAT | |
|
| | S.P. Adjustment | -59,493.60 | 25416
|
| | SHARP CRUSHED GRAVEL | |
|
| | S.P. Initial Payment | 49,155.36 | 106866
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -44,277.65 | 106866
|
| | 1/4" Limestone | |
|
| | S.P. Initial Payment | 4,315.20 | 38063
|
| | Chat | |
|
| | S.P. Adjustment | -4,315.20 | 38063
|
| | Chat | |
|
| | S.P. Initial Payment | 3,681.17 | 38517
|
| | Chat | |
|
| | S.P. Adjustment | -3,681.17 | 38517
|
| | Chat | |
|
| | S.P. Initial Payment | 45,720.28 | 113176
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -44,277.66 | 113176
|
| | 1/4" Limestone | |
|
| | S.P. Initial Payment | 11,470.46 | 113176
|
| | Man Sand | |
|
| | S.P. Adjustment | -11,470.46 | 113176
|
| | Man Sand | |
|
| | S.P. Initial Payment | 4,273.50 | 136019
|
| | Man Sand | |
|
| | S.P. Adjustment | -4,273.50 | 136019
|
| | Man Sand | |
|
| | S.P. Initial Payment | 83,988.56 | 136019
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -44,277.65 | 136019
|
| | 1/4" Limestone | |
|
| | Total for estimate 0005: | -134,407.29 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Initial Payment | 36,799.84 | 158518
|
| | 1/4" Limestone Chips | |
|
| | S.P. Adjustment | -36,799.84 | 158518
|
| | 1/4" Limestone Chips | |
|
| | S.P. Initial Payment | 51,018.73 | 179995
|
| | 1/4" Limestone Chips | |
|
| | S.P. Adjustment | -51,018.73 | 179995
|
| | 1/4" Limestone Chips | |
|
0027 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -5,949.73 | 2139833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Adjustment | -5,736.59 | 37970
|
| | CHAT | |
|
| | S.P. Adjustment | -9,169.51 | 2179228
|
| | 1/4" LIMESTONE | |
|
| | S.P. Adjustment | -12,320.59 | 25416
|
| | SHARP CRUSHED GRAVEL | |
|
| | S.P. Adjustment | -4,877.71 | 106866
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -1,442.63 | 113176
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -9,169.51 | 136019
|
| | 1/4" Limestone | |
|
| | S.P. Initial Payment | 9,955.88 | 158518
|
| | 5/8" Limestone | |
|
| | S.P. Adjustment | -5,949.72 | 158518
|
| | 5/8" Limestone | |
|
| | S.P. Initial Payment | 17,391.88 | 158515
|
| | Man Sand | |
|
| | S.P. Adjustment | -3,966.48 | 158515
|
| | Man Sand | |
|
| | S.P. Initial Payment | 110,491.42 | 25416
|
| | Sharp Crushed Gravel | |
|
| | S.P. Adjustment | -12,320.59 | 25416
|
| | Sharp Crushed Gravel | |
|
| | S.P. Initial Payment | 8,683.65 | 179995
|
| | 5/8" Limestone Chips | |
|
| | S.P. Adjustment | -5,949.72 | 179995
|
| | 5/8" Limestone Chips | |
|
| | Total for estimate 0006: | 69,670.05 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0025 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Initial Payment | 15,673.98 | 193031
|
| | 1" Clean | |
|
| | S.P. Adjustment | -13,433.23 | 193031
|
| | 1" Clean | |
|
| | S.P. Initial Payment | 302.51 | 220498
|
| | 1" Clean | |
|
| | S.P. Adjustment | -302.51 | 220498
|
| | 1" Clean | |
|
0026 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Initial Payment | 65,919.53 | 193031
|
| | 1/4" Limestone Chips | |
|
| | S.P. Adjustment | -65,919.53 | 193031
|
| | 1/4" Limestone Chips | |
|
| | S.P. Initial Payment | 74,524.61 | 220498
|
| | 1/4" Limestone Chips | |
|
| | S.P. Adjustment | -74,524.61 | 220498
|
| | 1/4" Limestone Chips | |
|
0027 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -34,944.62 | 2139833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Adjustment | -6,000.15 | 37970
|
| | CHAT | |
|
| | S.P. Adjustment | -309.93 | 2179228
|
| | 1/4" LIMESTONE | |
|
| | S.P. Adjustment | -20,099.32 | 25416
|
| | SHARP CRUSHED GRAVEL | |
|
| | S.P. Adjustment | -30,541.41 | 136019
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -4,006.16 | 158518
|
| | 5/8" Limestone | |
|
| | S.P. Adjustment | -13,425.40 | 158515
|
| | Man Sand | |
|
| | S.P. Adjustment | -72,362.73 | 25416
|
| | Sharp Crushed Gravel | |
|
| | S.P. Adjustment | -2,733.94 | 179995
|
| | 5/8" Limestone Chips | |
|
| | S.P. Initial Payment | 53,110.67 | 38328
|
| | Chat | |
|
| | S.P. Adjustment | -20,393.13 | 38328
|
| | Chat | |
|
| | S.P. Initial Payment | 11,775.37 | 220498
|
| | Man Sand | |
|
| | S.P. Adjustment | -11,775.37 | 220498
|
| | Man Sand | |
|
| | Total for estimate 0007: | -149,465.37 |
|
Est Nbr: | 0008 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0025 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Initial Payment | 8,359.36 | 255312
|
| | 1" Clean | |
|
0026 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Initial Payment | 43,738.16 | 237248
|
| | 1/4" LIMESTONE CHIPS | |
|
| | S.P. Initial Payment | 80,535.67 | 255312
|
| | 1/4" Limestone Chips | |
|
| | S.P. Initial Payment | 232,759.31 | 25416
|
| | Sharp Crushed Gravel | |
|
0027 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -5,865.03 | 2139833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Adjustment | -82,427.23 | 2163833
|
| | 5/8' LIMESTONE | |
|
| | S.P. Adjustment | -25,808.10 | 25416
|
| | Sharp Crushed Gravel | |
|
| | S.P. Adjustment | -32,717.54 | 38328
|
| | Chat | |
|
| | S.P. Initial Payment | 30,508.67 | 237248
|
| | MAN SAND | |
|
| | S.P. Adjustment | -30,508.67 | 237248
|
| | MAN SAND | |
|
| | Total for estimate 0008: | 218,574.60 |
|
Est Nbr: | 0009 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Adjustment | -43,738.16 | 237248
|
| | 1/4" LIMESTONE CHIPS | |
|
| | S.P. Adjustment | -77,847.38 | 255312
|
| | 1/4" Limestone Chips | |
|
| | S.P. Adjustment | -65,374.69 | 25416
|
| | Sharp Crushed Gravel | |
|
| | Total for estimate 0009: | -186,960.23 |
|
Est Nbr: | 0010 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0026 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Adjustment | -2,688.29 | 255312
|
| | 1/4" Limestone Chips | |
|
| | S.P. Adjustment | -101,697.58 | 25416
|
| | Sharp Crushed Gravel | |
|
| | Total for estimate 0010: | -104,385.87 |
|
Est Nbr: | 0011 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0025 | 9005.23 | ASPHALTIC CONCRETE, TYPE SPS | |
|
| | S.P. Closure | -2,240.75 | 193031
|
| | 1" Clean | |
|
| | S.P. Closure | -8,359.36 | 255312
|
| | 1" Clean | |
|
0026 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Closure | -65,687.04 | 25416
|
| | Sharp Crushed Gravel | |
|
| | Total for estimate 0011: | -76,287.15 |
|
| | Total remaining for contract: | -0.14 |
|
---|
| | | 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 0001.00 | 356.99 | 150.000 | 53,548.50
|
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES | CDAY | 150.000 | 53,548.50
|
| | 117.000 | 41,767.83
|
| | 0.000 | 0.00
|
| | |
|
0002 0001.08 | 0.50 | 78,000.000 | 39,000.00
|
BARRICADE, TYPE II | BDAY | 78,000.000 | 39,000.00
|
| | 46,084.000 | 23,042.00
|
| | 0.000 | 0.00
|
| | |
|
0003 0001.10 | 3.21 | 2,839.000 | 9,113.19
|
BARRICADE, TYPE III | BDAY | 2,839.000 | 9,113.19
|
| | 2,904.000 | 9,321.84
|
| | -75.000 | -240.75
|
| | |
|
0004 0001.30 | 3.21 | 2,534.000 | 8,134.14
|
TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 2,534.000 | 8,134.14
|
| | 2,685.000 | 8,618.85
|
| | 0.000 | 0.00
|
| | |
|
0005 0001.75 | 0.27 | 5,670.000 | 1,530.90
|
TEMPORARY SIGN DAY | EACH | 5,670.000 | 1,530.90
|
| | 3,390.000 | 915.30
|
| | 0.000 | 0.00
|
| | |
|
0006 0001.90 | 2.04 | 6,154.000 | 12,554.16
|
SIGN DAY | EACH | 6,154.000 | 12,554.16
|
| | 19,160.000 | 39,086.40
|
| | 0.000 | 0.00
|
| | |
|
0007 0002.55 | 5.10 | 6,658.000 | 33,955.80
|
OVERLAY BROKEN LINES | STA | 6,658.000 | 33,955.80
|
| | 7,422.070 | 37,852.54
|
| | 0.000 | 0.00
|
| | |
|
0008 0002.60 | 7.14 | 14,255.000 | 101,780.70
|
OVERLAY SOLID LINES | STA | 14,255.000 | 101,780.70
|
| | 14,020.900 | 100,109.23
|
| | 0.000 | 0.00
|
| | |
|
0009 0002.61 | 21.93 | 3,500.000 | 76,755.00
|
PLOWABLE PAVEMENT MARKER | EACH | 3,500.000 | 76,755.00
|
| | 3,122.000 | 68,465.46
|
| | 0.000 | 0.00
|
| | |
|
0010 0002.97 | 26.77 | 200.000 | 5,354.00
|
FLASHING ARROW PANEL | DAY | 200.000 | 5,354.00
|
| | 206.000 | 5,514.62
|
| | 0.000 | 0.00
|
| | |
|
0011 0003.10 | 177.71 | 50.000 | 8,885.50
|
FLAGGING | DAY | 50.000 | 8,885.50
|
| | 13.500 | 2,399.09
|
| | 0.000 | 0.00
|
| | |
|
0012 0003.35 | 764.98 | 8.000 | 6,119.84
|
MOBILE TRAFFIC CONTROL OPERATION | DAY | 8.000 | 6,119.84
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 0010.04 | 1,427.97 | 1.000 | 1,427.97
|
FIELD OFFICE | EACH | 1.000 | 1,427.97
|
| | 1.000 | 1,427.97
|
| | 0.000 | 0.00
|
| | |
|
0014 0030.90 | 203,378.19 | 1.000 | 203,378.19
|
MOBILIZATION | LS | 1.000 | 203,378.19
|
| | 1.000 | 203,378.19
|
| | 0.000 | 0.00
|
| | |
|
0015 3040.11 | 107.67 | 59.800 | 6,438.67
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | SY | 59.800 | 6,438.67
|
| | 87.909 | 9,465.17
|
| | 0.000 | 0.00
|
| | |
|
0016 3040.12 | 101.27 | 218.500 | 22,127.50
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 218.500 | 22,127.50
|
| | 412.838 | 41,808.11
|
| | 0.016 | 1.62
|
| | |
|
0017 3040.13 | 96.48 | 1,184.300 | 114,261.26
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 1,184.300 | 114,261.26
|
| | 1,476.682 | 142,470.28
|
| | 0.000 | 0.00
|
| | |
|
0018 3040.18 | 101.46 | 76.100 | 7,721.11
|
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | SY | 76.100 | 7,721.11
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0019 3221.05 | 99.33 | 698.900 | 69,421.74
|
CONCRETE PAVEMENT, CLASS PR-3625 | SY | 698.900 | 69,421.74
|
JOINT REPAIR | | 1,076.116 | 106,890.61
|
| | 0.000 | 0.00
|
| | |
|
0020 7490.03 | 0.35 | 250,000.000 | 87,500.00
|
4" YELLOW THERMOPLASTIC | LF | 250,000.000 | 87,500.00
|
| | 247,997.580 | 86,799.15
|
| | 0.000 | 0.00
|
| | |
|
0021 7490.04 | 0.35 | 310,000.000 | 108,500.00
|
4" WHITE THERMOPLASTIC | LF | 310,000.000 | 108,500.00
|
| | 311,731.480 | 109,106.02
|
| | 0.000 | 0.00
|
| | |
|
0022 7490.12 | 1.27 | 12,000.000 | 15,240.00
|
12" WHITE THERMOPLASTIC | LF | 12,000.000 | 15,240.00
|
| | 7,626.000 | 9,685.02
|
| | 0.000 | 0.00
|
| | |
|
0023 8028.00 | 53.04 | 210.000 | 11,138.40
|
FOUNDATION COURSE REPLACEMENT | SY | 210.000 | 11,138.40
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0024 9005.00 | 43.30 | 100.000 | 4,330.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 4,330.00
|
SP6(0.5) | | 153.970 | 6,666.89
|
| | 0.000 | 0.00
|
| | |
|
0025 9005.23 | 17.71 | 24,800.000 | 439,208.00
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 24,800.000 | 439,208.00
|
| | 26,296.820 | 465,716.69
|
| | 0.000 | 0.00
|
| | |
|
0026 9005.64 | 22.38 | 54,800.000 | 1,226,424.00
|
ASPHALTIC CONCRETE, TYPE SP6(0.375) | TON | 54,800.000 | 1,226,424.00
|
| | 70,313.520 | 1,573,616.57
|
| | 0.000 | 0.00
|
| | |
|
0027 9005.65 | 20.85 | 89,180.000 | 1,859,403.00
|
ASPHALTIC CONCRETE, TYPE SP6(0.5) | TON | 89,180.000 | 1,859,403.00
|
| | 90,669.210 | 1,890,453.03
|
| | 0.000 | 0.00
|
| | |
|
0028 9021.03 | 149.94 | 1,339.200 | 200,799.65
|
PERFORMANCE GRADED BINDER (58-28) | TON | 1,339.200 | 200,799.65
|
| | 1,022.410 | 153,300.16
|
| | 0.000 | 0.00
|
| | |
|
0029 9021.04 | 193.80 | 8,602.320 | 1,667,129.62
|
PERFORMANCE GRADED BINDER (70-28) | TON | 8,602.320 | 1,667,129.62
|
| | 7,507.210 | 1,454,897.30
|
| | -167.330 | -32,428.55
|
| | |
|
0030 9053.00 | 0.71 | 175,910.000 | 124,896.10
|
TACK COAT | GAL | 175,910.000 | 124,896.10
|
| | 151,200.000 | 107,352.00
|
| | 0.000 | 0.00
|
| | |
|
0031 9110.01 | 60.93 | 10.000 | 609.30
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 10.000 | 609.30
|
| | 7.000 | 426.51
|
| | 0.000 | 0.00
|
| | |
|
0032 9110.02 | 52.62 | 10.000 | 526.20
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 10.000 | 526.20
|
| | 14.000 | 736.68
|
| | 0.000 | 0.00
|
| | |
|
0033 9110.03 | 47.77 | 10.000 | 477.70
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 10.000 | 477.70
|
| | 2.000 | 95.54
|
| | 0.000 | 0.00
|
| | |
|
0034 9110.07 | 39.90 | 10.000 | 399.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 10.000 | 399.00
|
| | 10.000 | 399.00
|
| | 0.000 | 0.00
|
| | |
|
0035 9179.24 | 345.27 | 2,218.771 | 766,075.06
|
COLD MILLING, CLASS 4 | STA | 2,218.771 | 766,075.06
|
| | 2,222.338 | 767,306.63
|
| | 0.000 | 0.00
|
| | |
|
0036 9179.33 | 0.63 | 442,145.000 | 278,551.35
|
COLD MILLING, CLASS 3 | SY | 442,145.000 | 278,551.35
|
| | 444,163.502 | 279,823.02
|
| | 0.000 | 0.00
|
| | |
|
0037 9185.76 | 9.69 | 4,437.890 | 43,003.15
|
RUMBLE STRIPS, ASPHALT | STA | 4,437.890 | 43,003.15
|
| | 4,243.390 | 41,118.45
|
| | 0.000 | 0.00
|
| | |
|
0038 9186.00 | 0.76 | 5,818.000 | 4,421.68
|
CONCRETE SURFACE MILLING | SY | 5,818.000 | 4,421.68
|
| | 5,818.000 | 4,421.68
|
| | 0.000 | 0.00
|
| | |
|
0039 9300.50 | 12,695.86 | 1.000 | 12,695.86
|
ASPHALT PAVEMENT SMOOTHNESS TESTING | LS | 1.000 | 12,695.86
|
| | 1.000 | 12,695.86
|
| | 0.000 | 0.00
|
| | |
|
0401 9005.64 | 56.25 | 0.000 | 0.00
|
ASPHALTIC CONCRETE, TYPE SP6(0.375) | TON | 502.240 | 28,251.00
|
EMERGENCY REPAIR WORK MILE MARKER 387 | | 502.240 | 28,251.00
|
| | 0.000 | 0.00
|
| | |
|
0402 0030.70 | | 1.000 |
|
MOBILIZATION | LS | 2.000 | 0.00
|
BITUMINOUS EMERGENCY REPAIR WORK MOBILIZATION MILE MARK 387 | | 1.000 | 2,500.00
|
| | 0.000 | 0.00
|
| | |
|
0403 0030.00 | | 1.000 |
|
MOBILIZATION | LS | 2.000 | 0.00
|
TRAFFIC CONTROL EMERGENCY REPAIR WORK MILE MARKER 387 | | 1.000 | 420.00
|
| | 0.000 | 0.00
|
| | |
|
0404 0005.04 | 1,575.00 | 0.000 | 0.00
|
TRAFFIC CONTROL | LS | 1.000 | 1,575.00
|
EMERGENCY REPAIR WORK MILE MARKER 387 | | 1.000 | 1,575.00
|
| | 0.000 | 0.00
|
| | |
|
0405 7492.04 | 0.825 | 0.000 | 0.00
|
4" WHITE THERMOPLASTIC, TYPE C | LF | 12,569.000 | 10,369.42
|
| | 12,569.000 | 10,369.43
|
| | 0.000 | 0.00
|
| | |
|
0406 7492.05 | 0.825 | 0.000 | 0.00
|
4" YELLOW THERMOPLASTIC, TYPE C | LF | 10,055.000 | 8,295.38
|
| | 10,055.000 | 8,295.38
|
| | 0.000 | 0.00
|
| | |
|
0407 0096.00 | -200,000.00 | 0.000 | 0.00
|
DEDUCTION | LS | 1.000 | -200,000.00
|
Letter Of Deduction1083+69 - 1274+69 | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0601 0096.10 | 185.66 | 0.000 | 0.00
|
DEDUCTION | TON | 167.330 | 31,066.49
|
Sample C-14 @ 95.8 % Pay Factor | | 167.330 | 31,066.49
|
| | 167.330 | 31,066.49
|
| | |
|
0602 9300.56 | 0.688 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 90,747.490 | 62,434.27
|
SP-6(0.5) | | 90,747.490 | 62,434.27
|
| | 90,747.490 | 62,434.27
|
| | |
|
0603 9300.56 | 0.604 | 0.000 | 0.00
|
SUPERPAVE QUALITY INCENTIVE | TON | 70,366.330 | 42,501.26
|
SP-6 (0.375) | | 70,366.330 | 42,501.26
|
| | 70,366.330 | 42,501.26
|
| | |
|
0604 9300.60 | 0.893 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-ASPHALTIC CONCRETE | TON | 53,187.930 | 47,496.82
|
Pay Factor 103.99& | | 53,187.930 | 47,496.82
|
| | 53,187.930 | 47,496.82
|
| | |
|
0605 9300.77 | 7.733 | 0.000 | 0.00
|
SMOOTHNESS INCENTIVE-PERFORMANCE GRADED BINDER | TON | 2,712.584 | 20,976.41
|
Pay Factor 103.99% | | 2,712.584 | 20,976.41
|
| | 2,712.584 | 20,976.41
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 7,632,836.23
|
| | Current | 7,688,722.29
|
| | In place | 8,063,035.75
|
| | This Estimate | 171,807.57
|
| | |
|
Totals for contract | | Contracted | 7,632,836.23
|
---|
| | Current | 7,685,802.29
|
---|
| | In place | 8,063,035.75
|
---|
| | This Estimate | 171,807.57
|
---|