| | Detailed breakdown of stockpiled materials | |
|
---|
Est Nbr: | 0001 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0044 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Initial Payment | 14,582.45 | 824066
|
| | 1/4" Limestone | |
|
| | S.P. Initial Payment | 6,055.68 | 881139
|
| | 1/4" Limestone | |
|
| | S.P. Initial Payment | 1,602.27 | 881139
|
| | 1/4" Limestone | |
|
| | S.P. Initial Payment | 8,347.65 | 896704
|
| | 1/4" Limestone | |
|
| | S.P. Initial Payment | 101,752.07 | 71321
|
| | Qtz. Man Sand 10 % (0.375) | |
|
0045 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Initial Payment | 32,235.78 | 733496
|
| | 5/8" Limestone | |
|
| | S.P. Initial Payment | 163,314.19 | 71321
|
| | Qtz Man Sand 15% ( 0.5) | |
|
| | Total for estimate 0001: | 327,890.09 |
|
Est Nbr: | 0002 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0045 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -14,543.52 | 733496
|
| | 5/8" Limestone | |
|
| | S.P. Adjustment | -27,321.04 | 71321
|
| | Qtz Man Sand 15% ( 0.5) | |
|
| | Total for estimate 0002: | -41,864.56 |
|
Est Nbr: | 0003 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0044 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Adjustment | -454.00 | 824066
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -586.54 | 71321
|
| | Qtz. Man Sand 10 % (0.375) | |
|
0045 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -17,692.26 | 733496
|
| | 5/8" Limestone | |
|
| | S.P. Adjustment | -76,692.30 | 71321
|
| | Qtz Man Sand 15% ( 0.5) | |
|
| | Total for estimate 0003: | -95,425.10 |
|
Est Nbr: | 0004 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0044 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Adjustment | -725.91 | 824066
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -937.82 | 71321
|
| | Qtz. Man Sand 10 % (0.375) | |
|
0045 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -32,586.25 | 71321
|
| | Qtz Man Sand 15% ( 0.5) | |
|
| | Total for estimate 0004: | -34,249.98 |
|
Est Nbr: | 0005 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0044 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Adjustment | -835.14 | 824066
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -1,078.94 | 71321
|
| | Qtz. Man Sand 10 % (0.375) | |
|
0045 | 9005.65 | ASPHALTIC CONCRETE, TYPE SP6(0.5) | |
|
| | S.P. Adjustment | -26,714.68 | 71321
|
| | Qtz Man Sand 15% ( 0.5) | |
|
| | Total for estimate 0005: | -28,628.76 |
|
Est Nbr: | 0006 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0044 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Adjustment | -12,567.40 | 824066
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -6,055.68 | 881139
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -1,602.27 | 881139
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -8,347.65 | 896704
|
| | 1/4" Limestone | |
|
| | S.P. Adjustment | -42,364.25 | 71321
|
| | Qtz. Man Sand 10 % (0.375) | |
|
| | Total for estimate 0006: | -70,937.25 |
|
Est Nbr: | 0007 | | |
|
Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
0044 | 9005.64 | ASPHALTIC CONCRETE, TYPE SP6(0.375) | |
|
| | S.P. Adjustment | -42,590.50 | 71321
|
| | Qtz. Man Sand 10 % (0.375) | |
|
| | Total for estimate 0007: | -42,590.50 |
|
| | Total remaining for contract: | 14,193.94 |
|
---|
| | | 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 L020.02 | 1.25 | 11,215.000 | 14,018.75
|
EROSION CONTROL, TYPE B | SY | 11,215.000 | 14,018.75
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0002 0001.08 | 0.50 | 55,980.000 | 27,990.00
|
BARRICADE, TYPE II | BDAY | 55,980.000 | 27,990.00
|
| | 36,440.000 | 18,220.00
|
| | 4,503.000 | 2,251.50
|
| | |
|
0003 0001.10 | 3.17 | 1,800.000 | 5,706.00
|
BARRICADE, TYPE III | BDAY | 1,800.000 | 5,706.00
|
| | 1,367.000 | 4,333.39
|
| | 183.000 | 580.11
|
| | |
|
0004 0001.75 | 0.26 | 4,380.000 | 1,138.80
|
TEMPORARY SIGN DAY | EACH | 4,380.000 | 1,138.80
|
| | 4,169.000 | 1,083.94
|
| | 644.000 | 167.44
|
| | |
|
0005 0001.90 | 3.17 | 5,508.000 | 17,460.36
|
SIGN DAY | EACH | 5,508.000 | 17,460.36
|
| | 3,983.000 | 12,626.11
|
| | 546.000 | 1,730.82
|
| | |
|
0006 0002.55 | 8.00 | 5,719.000 | 45,752.00
|
OVERLAY BROKEN LINES | STA | 5,719.000 | 45,752.00
|
| | 5,729.000 | 45,832.00
|
| | 898.574 | 7,188.59
|
| | |
|
0007 0002.60 | 8.00 | 12,102.000 | 96,816.00
|
OVERLAY SOLID LINES | STA | 12,102.000 | 96,816.00
|
| | 12,112.000 | 96,896.00
|
| | 1,785.530 | 14,284.24
|
| | |
|
0008 0002.61 | 17.00 | 1,350.000 | 22,950.00
|
PLOWABLE PAVEMENT MARKER | EACH | 1,350.000 | 22,950.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0009 0002.97 | 58.03 | 180.000 | 10,445.40
|
FLASHING ARROW PANEL | DAY | 180.000 | 10,445.40
|
| | 127.000 | 7,369.81
|
| | 15.000 | 870.45
|
| | |
|
0010 0003.10 | 175.00 | 50.000 | 8,750.00
|
FLAGGING | DAY | 50.000 | 8,750.00
|
| | 82.000 | 14,350.00
|
| | 0.000 | 0.00
|
| | |
|
0011 0003.35 | 500.00 | 8.000 | 4,000.00
|
MOBILE TRAFFIC CONTROL OPERATION | DAY | 8.000 | 4,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0012 0005.10 | 100.00 | 90.000 | 9,000.00
|
TRAFFIC CONTROL MANAGEMENT | DAY | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0013 0010.04 | 1,000.00 | 1.000 | 1,000.00
|
FIELD OFFICE | EACH | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | 1.000 | 1,000.00
|
| | |
|
0014 0030.90 | 285,000.00 | 1.000 | 285,000.00
|
MOBILIZATION | LS | 1.000 | 285,000.00
|
| | 1.000 | 285,000.00
|
| | 0.000 | 0.00
|
| | |
|
0015 1009.00 | 1,800.00 | 1.000 | 1,800.00
|
GENERAL CLEARING AND GRUBBING | LS | 1.000 | 1,800.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0016 1011.00 | 10.00 | 114.000 | 1,140.00
|
WATER | MGAL | 114.000 | 1,140.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0017 1021.00 | 15.00 | 28.000 | 420.00
|
REMOVE AND RESET DELINEATORS | EACH | 28.000 | 420.00
|
| | 14.000 | 210.00
|
| | 14.000 | 210.00
|
| | |
|
0018 1030.00 | 6.67 | 8,450.000 | 56,361.50
|
EARTHWORK MEASURED IN EMBANKMENT | CY | 8,450.000 | 56,361.50
|
| | 3,500.000 | 23,345.00
|
| | 3,500.000 | 23,345.00
|
| | |
|
0019 1102.00 | 2.65 | 2,684.000 | 7,112.60
|
REMOVE ASPHALT SURFACE | SY | 2,684.000 | 7,112.60
|
| | 2,684.000 | 7,112.60
|
| | 2,684.000 | 7,112.60
|
| | |
|
0020 3008.05 | 5.95 | 724.000 | 4,307.80
|
TIE BARS | EACH | 724.000 | 4,307.80
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0021 3031.09 | 28.53 | 6,929.000 | 197,684.37
|
9" CONCRETE BASE COURSE | SY | 6,929.000 | 197,684.37
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0022 3040.11 | 124.40 | 134.900 | 16,781.56
|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH | SY | 134.900 | 16,781.56
|
| | 188.840 | 23,491.69
|
| | 0.000 | 0.00
|
| | |
|
0023 3040.12 | 94.88 | 212.600 | 20,171.49
|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL DEPTH | SY | 212.600 | 20,171.49
|
| | 367.540 | 34,872.18
|
| | 0.000 | 0.00
|
| | |
|
0024 3040.13 | 90.33 | 1,632.500 | 147,463.73
|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL DEPTH | SY | 1,632.500 | 147,463.73
|
| | 2,655.640 | 239,883.96
|
| | 0.000 | 0.00
|
| | |
|
0025 3040.16 | 189.90 | 11.800 | 2,240.82
|
CONCRETE PAVEMENT REPAIR, TYPE B, PARTIAL DEPTH | SY | 11.800 | 2,240.82
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0026 3040.18 | 194.60 | 28.300 | 5,507.18
|
CONCRETE PAVEMENT REPAIR, TYPE A, PARTIAL DEPTH | SY | 28.300 | 5,507.18
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0027 3221.05 | 96.80 | 1,317.400 | 127,524.32
|
CONCRETE PAVEMENT, CLASS PR-3625 | SY | 1,317.400 | 127,524.32
|
JOINT REPAIR | | 1,549.510 | 149,992.56
|
| | 0.000 | 0.00
|
| | |
|
0028 3300.65 | 100.00 | 4.000 | 400.00
|
CONCRETE PAVEMENT THICKNESS CORE | EACH | 4.000 | 400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0029 4035.25 | 200.00 | 2.000 | 400.00
|
REMOVE AND SALVAGE FLARED-END SECTION | EACH | 2.000 | 400.00
|
| | 2.000 | 400.00
|
| | 2.000 | 400.00
|
| | |
|
0030 4050.01 | 12.00 | 16.000 | 192.00
|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS, AND HEADWALLS | CY | 16.000 | 192.00
|
| | 16.000 | 192.00
|
| | 16.000 | 192.00
|
| | |
|
0031 4107.07 | 900.00 | 1.400 | 1,260.00
|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR CONCRETE COLLARS | CY | 1.400 | 1,260.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0032 4157.00 | 2.00 | 102.000 | 204.00
|
REINFORCING STEEL FOR COLLARS | LB | 102.000 | 204.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0033 4450.30 | 68.00 | 12.000 | 816.00
|
30" REINFORCED CONCRETE PIPE | LF | 12.000 | 816.00
|
| | 12.000 | 816.00
|
| | 12.000 | 816.00
|
| | |
|
0034 4450.36 | 79.00 | 22.000 | 1,738.00
|
36" REINFORCED CONCRETE PIPE | LF | 22.000 | 1,738.00
|
| | 14.000 | 1,106.00
|
| | 14.000 | 1,106.00
|
| | |
|
0035 4461.30 | 150.00 | 1.000 | 150.00
|
INSTALL 30" CONCRETE FLARED-END SECTION | EACH | 1.000 | 150.00
|
| | 1.000 | 150.00
|
| | 1.000 | 150.00
|
| | |
|
0036 4461.36 | 150.00 | 1.000 | 150.00
|
INSTALL 36" CONCRETE FLARED-END SECTION | EACH | 1.000 | 150.00
|
| | 1.000 | 150.00
|
| | 1.000 | 150.00
|
| | |
|
0037 7490.03 | 0.31 | 209,600.000 | 64,976.00
|
4" YELLOW THERMOPLASTIC | LF | 209,600.000 | 64,976.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0038 7490.04 | 0.31 | 240,500.000 | 74,555.00
|
4" WHITE THERMOPLASTIC | LF | 240,500.000 | 74,555.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0039 7490.12 | 1.00 | 6,000.000 | 6,000.00
|
12" WHITE THERMOPLASTIC | LF | 6,000.000 | 6,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0040 8028.00 | 18.45 | 1,841.000 | 33,966.45
|
FOUNDATION COURSE REPLACEMENT | SY | 1,841.000 | 33,966.45
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0041 9000.75 | 10.93 | 500.000 | 5,465.00
|
ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 500.000 | 5,465.00
|
SPS | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0042 9005.00 | 34.44 | 100.000 | 3,444.00
|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 100.000 | 3,444.00
|
SP6(0.5) | | 287.410 | 9,898.41
|
| | 15.000 | 516.60
|
| | |
|
0043 9005.23 | 10.93 | 19,060.000 | 208,325.80
|
ASPHALTIC CONCRETE, TYPE SPS | TON | 19,060.000 | 208,325.80
|
| | 2,151.760 | 23,518.74
|
| | 0.000 | 0.00
|
| | |
|
0044 9005.64 | 19.95 | 55,270.000 | 1,102,636.50
|
ASPHALTIC CONCRETE, TYPE SP6(0.375) | TON | 55,270.000 | 1,102,636.50
|
| | 47,560.050 | 948,823.00
|
| | 23,134.440 | 461,532.08
|
| | |
|
0045 9005.65 | 19.83 | 69,620.000 | 1,380,564.60
|
ASPHALTIC CONCRETE, TYPE SP6(0.5) | TON | 69,620.000 | 1,380,564.60
|
| | 74,759.570 | 1,482,482.29
|
| | 0.000 | 0.00
|
| | |
|
0046 9020.92 | 155.00 | 27.000 | 4,185.00
|
PERFORMANCE GRADED BINDER (58-28) FOR STATE MAINTENANCEPATCHING | TON | 27.000 | 4,185.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0047 9021.03 | 155.00 | 1,029.240 | 159,532.20
|
PERFORMANCE GRADED BINDER (58-28) | TON | 1,029.240 | 159,532.20
|
| | 52.091 | 8,074.11
|
| | 0.000 | 0.00
|
| | |
|
0048 9021.04 | 200.00 | 7,302.160 | 1,460,432.00
|
PERFORMANCE GRADED BINDER (70-28) | TON | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0049 9053.00 | 0.60 | 156,830.000 | 94,098.00
|
TACK COAT | GAL | 156,830.000 | 94,098.00
|
| | 120,585.000 | 72,351.00
|
| | 19,000.000 | 11,400.00
|
| | |
|
0050 9110.01 | 60.00 | 90.000 | 5,400.00
|
RENTAL OF LOADER, FULLY OPERATED | HOUR | 90.000 | 5,400.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0051 9110.02 | 65.00 | 90.000 | 5,850.00
|
RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 90.000 | 5,850.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0052 9110.03 | 45.00 | 90.000 | 4,050.00
|
RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 90.000 | 4,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0053 9110.07 | 45.00 | 90.000 | 4,050.00
|
RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 90.000 | 4,050.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0054 9170.00 | 110.00 | 27.120 | 2,983.20
|
EARTH SHOULDER CONSTRUCTION | STA | 27.120 | 2,983.20
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0055 9173.20 | 2.23 | 6,929.000 | 15,451.67
|
SUBGRADE PREPARATION | SY | 6,929.000 | 15,451.67
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0056 9179.24 | 372.00 | 1,906.338 | 709,157.74
|
COLD MILLING, CLASS 4 | STA | 1,906.338 | 709,157.74
|
| | 1,906.338 | 709,157.74
|
| | 0.000 | 0.00
|
| | |
|
0057 9179.33 | 0.72 | 360,229.000 | 259,364.88
|
COLD MILLING, CLASS 3 | SY | 360,229.000 | 259,364.88
|
| | 369,690.730 | 266,177.33
|
| | 0.000 | 0.00
|
| | |
|
0058 9185.76 | 7.00 | 3,812.000 | 26,684.00
|
RUMBLE STRIPS, ASPHALT | STA | 3,812.000 | 26,684.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
0059 9300.52 | 15,000.00 | 1.000 | 15,000.00
|
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | LS | 1.000 | 15,000.00
|
| | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4000 0001.00 | 577.50 | 0.000 | 0.00
|
SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES | CDAY | 90.000 | 51,975.00
|
Surveillance Traffic Control Devices | | 56.000 | 32,340.00
|
| | 8.000 | 4,620.00
|
| | |
|
4001 9021.01 | 210.00 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (64-22) | TON | 3,764.880 | 790,624.80
|
Changing SP6 ( 0.5 ) to 64-22 w/o acid from 70-28 | | 3,499.956 | 734,990.76
|
| | 0.000 | 0.00
|
| | |
|
4002 9021.04 | 227.13 | 0.000 | 0.00
|
PERFORMANCE GRADED BINDER (70-28) | TON | 3,537.280 | 803,422.41
|
Modifying original AC 70-28 for SP-6 ( 0.375 ) to 70-28 MP-1for SP-6 Asphaltic Concrete. | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
4004 3900.20 | 3,000.00 | 0.000 | 0.00
|
ADDITIONAL COST | LS | 1.000 | 3,000.00
|
Additional costs for mix verification in resubmitting samplewith asphaltic cement change ( 2- samples ) - ( 2 Mixes ) | | 0.500 | 1,500.00
|
| | 0.000 | 0.00
|
| | |
|
GROUP 9 BITUMINOUS | | Contracted | 6,790,024.71
|
| | Current | 6,969,614.92
|
| | In place | 5,257,746.62
|
| | This Estimate | 539,623.43
|
| | |
|
Totals for contract | | Contracted | 6,790,024.71
|
---|
| | Current | 6,969,614.92
|
---|
| | In place | 5,257,746.62
|
---|
| | This Estimate | 539,623.43
|
---|