A04_40613009_SOW.pdf
PDF 335 KB Posted
- Attached to
- CUREREPLACE CONCRETE BOAT RAMP SECTIONS Federal contract opportunity
- Solicitation number
- 140P1223Q0085
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B03_WD_C020230012_4_14_2023.pdf | ||
| Sol_140P1223Q0085.pdf |
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Text version
140P1223Q0085
Project: Replace Damaged Sections of Concrete at the Elk Creek Boat Ramp
Overview:
Replace Concrete Boat Ramp Sections at Elk Creek Marina. This project will replace a total of 32 individual sections of concrete traffic surface on Elk Creek boat ramp. The current concrete surface is eroding and causing a safety hazard for visitors. The concrete surface is well past its estimated design life.
The deteriorated sections will be replaced with new concrete slabs, reinforced with number 7 rebar to extend the life span. The concrete will be poured in 12-foot (FT) width X 15-FT length X 6-inch sections.
The ramp is between a 11- and 12-degree slope. The ramp will be open and will require one lane for boaters’ access to launch boats. At the end of September and into October visitation has decreased and number of boats accessing the lake have drastically decreased.
Location:
In specific, the Elk Creek Marina Ramp.
102 Elk Creek, Gunnison Colorado, 81230
Project time frame is end of September to October 2023
Scope:
1. The Contractor shall demo, remove, and dispose all waste of the predetermined 32 sections of concrete from the site.
2. Existing subgrade will be used for new concrete sections.
3. Contractor shall form and pour concrete in the 12’x15’x6” sections. More than one section can be poured at a time.
4. Contractor shall use #7 rebar and grid into 1 foot by 1 foot grid in each individual sections. If on an edge section, rebar shall maintain 3 inches from the edge.
5. Contractor shall use a 4500 PSI concrete at minimum. No air or fiber is required in mixture.
6. Concrete expansion joint material will be used and be ½”.
7. Concrete filler material will be used to seal all concrete expansion joints.
8. Contractor shall pour each individual sections of concrete to a depth of 6 inches while maintaining rebar grid in the center of concrete.
9. Finish concrete and texture with a coarse broom texture.
10. Concrete testing shall be performed and is the contractor’s responsibility.
11. Contractor shall follow all ACI codes.
12. All waste must be removed from site and disposed of. Gunnison county landfill is approximately 20 miles from site and is a viable location for disposal.
File details come from the government source that posted it. Updated .