Bidtab.xlsx
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- 12435H18R0007
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Attachment 1 Schedule of Items
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Bid Tabs Bid Tabs for the Mulkey jCreek Culvert Replacements
Project Name DIXON CREEK AOP Road No. 4
| Item Number | Description | Method of Meas. | Unit | Quantity | Unit Price | Total |
| 15101 | Mobilization | LSQ | Lump Sum | 1.00 | ||
| 15713 | Soil Erosion & Pollution Control | LSQ | Lump Sum | 1.00 | ||
| 20305 | Removal of structures and obstructions | LSQ | Lump Sum | 1.00 | ||
| 20801 | Structure excavation | CQ | Cubic Yard | 75.00 | ||
| 20903A | Culvert bedding/ backfill, crushed aggregate, GDOT Gradation #GAB, compaction method C | AQ | Ton | 15.00 | ||
| 20903B | Culvert backfill, crushed aggregate, GDOT Gradation #57, compaction method C | AQ | Ton | 85.00 | ||
| 21201 | Linear Grading | CQ | Station | 2.65 | ||
| 25102A | Placed riprap, Class 2 w/type 2C geotextile for stream restoration | AQ | Ton | 70.00 | ||
| 25102B | Placed riprap, Class 2 w/type 2C geotextile for road base | AQ | Ton | 110.00 | ||
| 55201 | Structural Concrete, Class A | CQ | Cubic Yard | 30.00 | ||
| 30116 | Aggregate base, GDOT Gradation #57, compaction method 1(e) | AQ | Ton | 90.00 | ||
| 60301 | 19'-0" span, 6'-1" rise, x 22.5' long, bottomless structural plate aluminum box culvert, CONTECH structure no. 43-R3 | LSQ | Lump Sum | 1.00 | ||
| 61301 | Simulated stone masonry surface treatment | LSQ | Lump Sum | 1.00 | ||
| 62502 | Seeding, Fertilizing, and Mulching, Dry Method | CQ | Acre | 0.50 | ||
| 64801 | Placed Streambed simulation rock, bed class 4, method A | LSQ | Lump Sum | 1.00 | ||
| 64803A | Placed channel rock, class CR-0, Channel ribs | LSQ | Lump Sum | 1.00 | ||
| 64803B | Placed channel rock, class CR-1, Channel bank | LSQ | Lump Sum | 1.00 | ||
| Total | $ - 0 | |||||
| Option A: | Temporary road & bridge | |||||
| 20101 | Clearing & grubbing | LSQ | Lump Sum | 1.00 | ||
| 20401 | Roadway Excavation & Embankment | CQ | CY | 220.00 | ||
| 20903C | Common borrow, compaction method C | CQ | CY | 50.00 | ||
| 21101 | Roadway obliteration, recontouring | LSQ | Lump Sum | 1.00 | ||
| 21201 | Linear Grading | CQ | Station | 3.50 | ||
| 30116 | Aggregate base, GDOT Gradation #57, compaction method 1(e) | AQ | Ton | 120.00 | ||
| 63501 | Temporary traffic control, 40' temporary bridge | LSQ | Lump Sum | 1.00 | ||
| Total | $ - 0 |
| Dixon Total: | $ - 0 | ||
| Project Name | MULKY GAP AOP | Road No. | 4 |
| Item Number | Description | Method of Meas. | Unit | Quantity | Unit Price | Total |
| 15101 | Mobilization | LSQ | Lump Sum | 1.00 | ||
| 15713 | Soil Erosion & Pollution Control | LSQ | Lump Sum | 1.00 | ||
| 20305 | Removal of structures and obstructions | LSQ | Lump Sum | 1.00 | ||
| 20901 | Structure excavation | CQ | Cubic Yard | 100.00 | ||
| 20903A | Culvert bedding/ backfill, crushed aggregate, GDOT Gradation #GAB, compaction method C | AQ | Ton | 20.00 | ||
| 20903B | Culvert backfill, crushed aggregate, GDOT Gradation #57, compaction method C | AQ | Ton | 60.00 | ||
| 21201 | Linear Grading | CQ | Station | 3.00 | ||
| 25102A | Placed riprap, Class 2 w/type 2C geotextile for stream restoration | AQ | Ton | 50.00 | ||
| 25102B | Placed riprap, Class 2 w/type 2C geotextile for road base | AQ | Ton | 110.00 | ||
| 25102C | Placed riprap, surge stone for channel restoration | AQ | Ton | 15.00 | ||
| 55201 | Structural Concrete, Class A | CQ | Cubic Yard | 50.00 | ||
| 30116 | Aggregate base, GDOT Gradation #57, compaction method 1(e) | AQ | Ton | 110.00 | ||
| 60201 | 24" CMP | AQ | Linear Foot | 20.00 | ||
| 60301 | 19'-0" span, 6'-1" rise, x 22.5' long, bottomless structural plate aluminum box culvert, CONTECH structure no. 43-R3 | LSQ | Lump Sum | 1.00 | ||
| 61301 | Simulated stone masonry surface treatment | LSQ | Lump Sum | 1.00 | ||
| 62502 | Seeding, Fertilizing, and Mulching, Dry Method | CQ | Acre | 0.40 | ||
| 64801 | Placed Streambed simulation rock, bed class 4, method A | LSQ | Lump Sum | 1.00 | ||
| 64803A | Placed channel rock, class CR-0, Channel ribs | LSQ | Lump Sum | 1.00 | ||
| 64803B | Placed channel rock, class CR-1, Channel bank | LSQ | Lump Sum | 1.00 | ||
| Total | $ - 0 | |||||
| 0 | ||||||
| Option A: | Temporary road & bridge | |||||
| 20101 | Clearing & grubbing | LSQ | Lump Sum | 1.00 | ||
| 20401 | Roadway Excavation & Embankment | CQ | CY | 40.00 | ||
| 20903C | Common borrow, compaction method C | CQ | CY | 30.00 | ||
| 21101 | Roadway obliteration, recontouring | LSQ | Lump Sum | 1.00 | ||
| 21201 | Linear Grading | CQ | Station | 2.65 | ||
| 30116 | Aggregate base, GDOT Gradation #57, compaction method 1(e) | AQ | Ton | 90.00 | ||
| 63501 | Temporary traffic control, 40' temporary bridge | LSQ | Lump Sum | 1.00 | ||
| Total | $ - 0 |
| Mulky Total: | $ - 0 | |
| Total for both Dixon Creek and Mulky Gap | Total |
Sheet1
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