| | Detailed breakdown of stockpiled materials | |
|
|---|
| Est Nbr: | 0001 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0012 | 9005.25 | ASPHALTIC CONCRETE, TYPE SP1(0.5) | |
|
| | S.P. Initial Payment | 3,043.03 | 1
|
| | 2A gravel for SP1 Asph Conc. | |
|
| | S.P. Initial Payment | 3,043.03 | 1
|
| | 3A crushed gravel for SP1 Asph. Conc. | |
|
| | Total for estimate 0001: | 6,086.06 |
|
| Est Nbr: | 0002 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0012 | 9005.25 | ASPHALTIC CONCRETE, TYPE SP1(0.5) | |
|
| | S.P. Adjustment | -1,377.60 | 1
|
| | 2A gravel for SP1 Asph Conc. | |
|
| | S.P. Adjustment | -1,291.50 | 1
|
| | 3A crushed gravel for SP1 Asph. Conc. | |
|
| | Total for estimate 0002: | -2,669.10 |
|
| Est Nbr: | 0003 | | |
|
| Item Nbr | Item Cd | Item Desc | Adj Amt | Invoice Nbr
|
| 0012 | 9005.25 | ASPHALTIC CONCRETE, TYPE SP1(0.5) | |
|
| | S.P. Adjustment | -1,665.43 | 1
|
| | 2A gravel for SP1 Asph Conc. | |
|
| | S.P. Adjustment | -1,751.53 | 1
|
| | 3A crushed gravel for SP1 Asph. Conc. | |
|
| | Total for estimate 0003: | -3,416.96 |
|
| | 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 | 1.25 | 1,035.000 | 1,293.75
|
| BARRICADE, TYPE III | BDAY | 1,035.000 | 1,293.75
|
| | | 374.000 | 467.50
|
| | 0.000 | 0.00
|
| | |
|
| 0002 0001.30 | 2.25 | 276.000 | 621.00
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 276.000 | 621.00
|
| | | 116.000 | 261.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0001.90 | 0.25 | 10,101.000 | 2,525.25
|
| SIGN DAY | EACH | 10,101.000 | 2,525.25
|
| | | 6,140.000 | 1,535.00
|
| | 0.000 | 0.00
|
| | |
|
| 0004 0002.40 | 5.25 | 3,138.000 | 16,474.50
|
| TEMPORARY SOLID LINES | STA | 3,138.000 | 16,474.50
|
| | | 3,320.530 | 17,432.79
|
| | -4.590 | -24.10
|
| | |
|
| 0005 0002.45 | 5.25 | 1,575.000 | 8,268.75
|
| TEMPORARY BROKEN LINES | STA | 1,575.000 | 8,268.75
|
| | | 1,668.700 | 8,760.67
|
| | 27.310 | 143.38
|
| | |
|
| 0006 0003.10 | 200.00 | 60.000 | 12,000.00
|
| FLAGGING | DAY | 60.000 | 12,000.00
|
| | | 61.000 | 12,200.00
|
| | 1.000 | 200.00
|
| | |
|
| 0007 0003.20 | 275.00 | 15.000 | 4,125.00
|
| FURNISHING AND OPERATING PILOT VEHICLE | DAY | 15.000 | 4,125.00
|
| | | 26.500 | 7,287.50
|
| | 1.000 | 275.00
|
| | |
|
| 0008 0010.04 | 1,500.00 | 1.000 | 1,500.00
|
| FIELD OFFICE | EACH | 1.000 | 1,500.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 0030.90 | 24,249.29 | 1.000 | 24,249.29
|
| MOBILIZATION | LS | 1.000 | 24,249.29
|
| | | 1.000 | 24,249.29
|
| | 0.000 | 0.00
|
| | |
|
| 0010 9000.73 | 13.74 | 750.000 | 10,305.00
|
| ASPHALTIC CONCRETE FOR STATE MAINTENANCE PATCHING, TYPE | TON | 750.000 | 10,305.00
|
| SP1(0.5) | | 1,465.550 | 20,136.66
|
| | 0.000 | 0.00
|
| | |
|
| 0011 9005.00 | 67.08 | 350.000 | 23,478.00
|
| ASPHALTIC CONCRETE FOR PATCHING, TYPE | TON | 350.000 | 23,478.00
|
| SP1(0.5) | | 680.210 | 45,628.48
|
| | 0.000 | 0.00
|
| | |
|
| 0012 9005.25 | 13.64 | 25,870.000 | 352,866.80
|
| ASPHALTIC CONCRETE, TYPE SP1(0.5) | TON | 25,870.000 | 352,866.80
|
| | | 27,287.730 | 372,204.64
|
| | 0.000 | 0.00
|
| | |
|
| 0013 9020.91 | 161.385 | 40.500 | 6,536.09
|
| PERFORMANCE GRADED BINDER (64-22) FOR STATE MAINTENANCEPATCHING | TON | 40.500 | 6,536.09
|
| | | 58.098 | 9,376.14
|
| | 0.000 | 0.00
|
| | |
|
| 0014 9021.01 | 161.385 | 1,415.880 | 228,501.79
|
| PERFORMANCE GRADED BINDER (64-22) | TON | 1,446.880 | 233,504.73
|
| | | 1,084.502 | 175,022.36
|
| | -0.001 | -0.16
|
| | |
|
| 0015 9053.00 | 0.58 | 37,710.000 | 21,871.80
|
| TACK COAT | GAL | 39,910.000 | 23,147.80
|
| | | 29,266.000 | 16,974.28
|
| | 0.000 | 0.00
|
| | |
|
| 0016 9110.01 | 65.00 | 60.000 | 3,900.00
|
| RENTAL OF LOADER, FULLY OPERATED | HOUR | 60.000 | 3,900.00
|
| | | 2.000 | 130.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 9110.02 | 65.00 | 60.000 | 3,900.00
|
| RENTAL OF MOTOR GRADER, FULLY OPERATED | HOUR | 60.000 | 3,900.00
|
| | | 30.250 | 1,966.25
|
| | 0.000 | 0.00
|
| | |
|
| 0018 9110.03 | 55.00 | 60.000 | 3,300.00
|
| RENTAL OF DUMP TRUCK, FULLY OPERATED | HOUR | 60.000 | 3,300.00
|
| | | 82.750 | 4,551.25
|
| | 0.000 | 0.00
|
| | |
|
| 0019 9110.07 | 45.00 | 60.000 | 2,700.00
|
| RENTAL OF SKID LOADER, FULLY OPERATED | HOUR | 60.000 | 2,700.00
|
| | | 172.250 | 7,751.25
|
| | 0.000 | 0.00
|
| | |
|
| 0020 9179.23 | 151.01 | 642.052 | 96,956.27
|
| COLD MILLING, CLASS 3 | STA | 642.052 | 96,956.27
|
| | | 656.545 | 99,144.86
|
| | 3.595 | 542.88
|
| | |
|
| 0021 9206.00 | 1.84 | 5,000.000 | 9,200.00
|
| FABRIC REINFORCEMENT CRACK REPAIR | LF | 5,000.000 | 9,200.00
|
| | | 10,070.300 | 18,529.35
|
| | 70.300 | 129.35
|
| | |
|
| 0401 9173.15 | 116.34 | 0.000 | 0.00
|
| TRENCHED WIDENING | STA | 206.000 | 23,966.04
|
| Trenched widening for widening of Asphaltic concrete roadway | | 195.204 | 22,710.03
|
| | 0.204 | 23.73
|
| | |
|
| 0402 2021.00 | 50.00 | 0.000 | 0.00
|
| MAILBOX POST | EACH | 10.000 | 500.00
|
| Installing State Supplied Breakaway Style Posts | | 10.000 | 500.00
|
| | 0.000 | 0.00
|
| | |
|
| 0403 9005.25 | 16.74 | 0.000 | 0.00
|
| ASPHALTIC CONCRETE, TYPE SP1(0.5) | TON | 620.000 | 10,378.80
|
| Additional | | 560.280 | 9,379.09
|
| | 0.000 | 0.00
|
| | |
|
| 0404 2020.00 | 5.02 | 0.000 | 0.00
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | SY | 300.000 | 1,506.00
|
| Lay Mailbox turnouts | | 138.372 | 694.63
|
| | -61.628 | -309.37
|
| | |
|
| 0405 9009.00 | 2.26 | 0.000 | 0.00
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | SY | 800.000 | 1,808.00
|
| Lay Drives and Intersection | | 710.726 | 1,606.24
|
| | 110.726 | 250.24
|
| | |
|
| 0406 L001.02 | 256.62 | 0.000 | 0.00
|
| SEEDING, TYPE B | ACRE | 25.000 | 6,415.50
|
| Utility seeding of shoulders on Hwy 57 and Hwy 12 | | 25.000 | 6,415.50
|
| | 0.000 | 0.00
|
| | |
|
| 0407 9179.33 | 1.10 | 0.000 | 0.00
|
| COLD MILLING, CLASS 3 | SY | 3,693.780 | 4,063.16
|
| Due to the deteiorated gutter line.It was decided to mill thru the curb and gutter section. | | 3,709.670 | 4,080.64
|
| | 15.890 | 17.48
|
| | |
|
| 0408 9179.75 | 750.00 | 0.000 | 0.00
|
| MILLING FOR ASPHALTIC CONCRETE INLAY | EACH | 3.000 | 2,250.00
|
| Mill inlays at bridges | | 3.000 | 2,250.00
|
| | 0.000 | 0.00
|
| | |
|
| 0601 9300.56 | 0.55 | 0.000 | 0.00
|
| SUPERPAVE QUALITY INCENTIVE | TON | 29,993.770 | 16,496.57
|
| Superpave Quality Incentive Pay Factor 104.04% | | 29,993.770 | 16,496.57
|
| | 0.000 | 0.00
|
| | |
|
| 4001 7390.01 | 39.90 | 0.000 | 0.00
|
| REPLACE POST | EACH | 40.000 | 1,596.00
|
| (Guardrail Posts) Replace rotten posts with posts from project 57-4 (110) | | 40.000 | 1,596.00
|
| | 0.000 | 0.00
|
| | |
|
| 4002 7390.01 | 7.88 | 0.000 | 0.00
|
| REPLACE POST | EACH | 15.000 | 118.20
|
| (Guardrail) Replace split blocks with new blocks | | 24.000 | 189.12
|
| | 0.000 | 0.00
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 834,573.30
|
| | Current | 909,950.51
|
| | In place | 909,527.09
|
| | This Estimate | 1,248.43
|
| | |
|
| Totals for contract | | Contracted | 834,573.30
|
|---|
| | Current | 909,950.51
|
|---|
| | In place | 909,527.09
|
|---|
| | This Estimate | 1,248.43
|
|---|