| | | 1. Contracted
|
|---|
| | | 2. Current
|
|---|
| | | 3. To date
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| Item Nbr Item Code | Unit Price | | 4. This Est
|
|---|
| Item Description | Units | Qty | Amount
|
|---|
| GROUP 9 BITUMINOUS | | |
|
| 0001 0001.10 | 2.15 | 496.000 | 1,066.40
|
| BARRICADE, TYPE III | BDAY | 496.000 | 1,066.40
|
| | | 617.000 | 1,326.55
|
| | 336.000 | 722.40
|
| | |
|
| 0002 0001.30 | 1.10 | 162.000 | 178.20
|
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 162.000 | 178.20
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0003 0001.90 | 0.80 | 992.000 | 793.60
|
| SIGN DAY | EACH | 992.000 | 793.60
|
| | | 471.000 | 376.80
|
| | 267.000 | 213.60
|
| | |
|
| 0004 0002.55 | 12.50 | 209.940 | 2,624.25
|
| OVERLAY BROKEN LINES | StaM | 209.940 | 2,624.25
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0005 0010.04 | 2,000.00 | 1.000 | 2,000.00
|
| FIELD OFFICE | EACH | 1.000 | 2,000.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0006 0030.90 | 57,000.00 | 1.000 | 57,000.00
|
| MOBILIZATION | LS | 1.000 | 57,000.00
|
| | | 1.000 | 57,000.00
|
| | 0.500 | 28,500.00
|
| | |
|
| 0007 1010.00 | 8.40 | 540.000 | 4,536.00
|
| EXCAVATION | m3 | 540.000 | 4,536.00
|
| | | 540.000 | 4,536.00
|
| | 540.000 | 4,536.00
|
| | |
|
| 0008 2020.00 | 6.10 | 138.000 | 841.80
|
| SPECIAL SURFACE COURSE FOR MAILBOX TURNOUTS | m2 | 138.000 | 841.80
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0009 2021.00 | 52.00 | 6.000 | 312.00
|
| MAILBOX POST | EACH | 6.000 | 312.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0010 9005.30 | 17.50 | 17,130.000 | 299,775.00
|
| ASPHALTIC CONCRETE, TYPE SP2(12.5) | Mg | 17,130.000 | 299,775.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0011 9009.00 | 5.00 | 645.000 | 3,225.00
|
| PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS ANDINTERSECTIONS | m2 | 645.000 | 3,225.00
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0012 9021.01 | 161.00 | 925.020 | 148,928.22
|
| PERFORMANCE GRADED BINDER (64-22) | Mg | 925.020 | 148,928.22
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0013 9034.00 | 2.50 | 645.000 | 1,612.50
|
| PREPARATION OF INTERSECTIONS AND DRIVEWAYS | m2 | 645.000 | 1,612.50
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0014 9053.00 | 0.28 | 10,583.000 | 2,963.24
|
| TACK COAT | L | 10,583.000 | 2,963.24
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0015 9053.20 | 0.18 | 27,753.000 | 4,995.54
|
| FOG SEAL | L | 27,753.000 | 4,995.54
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0016 9111.00 | 2.75 | 209.000 | 574.75
|
| WATER | kL | 209.000 | 574.75
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0017 9111.10 | 2.50 | 445.000 | 1,112.50
|
| WATER FOR FLY ASH STABILIZATION | kL | 445.000 | 1,112.50
|
| | | 514.020 | 1,285.05
|
| | 457.617 | 1,144.04
|
| | |
|
| 0018 9170.00 | 245.00 | 139.966 | 34,291.67
|
| EARTH SHOULDER CONSTRUCTION | StaM | 139.966 | 34,291.67
|
| | | 0.000 | 0.00
|
| | 0.000 | 0.00
|
| | |
|
| 0019 9190.00 | 2,250.00 | 69.383 | 156,111.75
|
| FLY ASH STABILIZED BITUMINOUS | StaM | 69.383 | 156,111.75
|
| | | 49.167 | 110,625.75
|
| | 24.167 | 54,375.75
|
| | |
|
| 0020 9190.50 | 18.50 | 4,163.000 | 77,015.50
|
| FLY ASH | Mg | 4,163.000 | 77,015.50
|
| | | 2,657.550 | 49,164.68
|
| | 2,336.980 | 43,234.13
|
| | |
|
| GROUP 9 BITUMINOUS | | Contracted | 799,957.92
|
| | Current | 799,957.92
|
| | In place | 224,314.83
|
| | This Estimate | 132,725.92
|
| | |
|
| Totals for contract | | Contracted | 799,957.92
|
|---|
| | Current | 799,957.92
|
|---|
| | In place | 224,314.83
|
|---|
| | This Estimate | 132,725.92
|
|---|