Attachment C - Specifications - Pages 1-2.docx
DOCX document 25 KB Posted
- Solicitation number
- 3000026090
- Issued by
- East Baton Rouge Parish, Baton Rouge City, Louisiana
About this file
This is a Specifications document (Attachment C) for a foundation repair project issued by the Louisiana Department of Public Safety (DPS) under RFx 3000026090. The contractor shall supply all labor, equipment, and materials to repair the foundation of the JESTC Shoot House located at 1400 West Irene Road, Zachery, LA 70791. The scope of work includes three primary components: exterior helical pile installation using 2.875" piles (quantity 2) with excavation, notching, underpin brackets, and structural load transfer; concrete cut and replacement work to match existing slab thickness and finish; and helical pile installation with slab brackets using 2.375" piles (quantity 5) with core or chip concrete work and limited floor leveling capabilities. Additionally, the contractor shall perform polyurethane foam injection work on the shoot house foundation slab by drilling holes, injecting high-density foam to fill voids, and completing necessary patching and restoration. The Department of Public Safety serves as the responsible agency, with Lt. Coye Corkern identified as the primary contact. The contractor is responsible for all corrections to unsatisfactory work at vendor expense before final approval and payment.
The contractor must be fully qualified under all applicable state and local licensing laws for contractors and shall employ experienced workers with proper personal protective equipment and safety procedures. All work must conform to local laws and ordinances. The specifications note that structural lift and recovery efforts are not guaranteed, and DPS assumes responsibility for repairing or replacing any disturbed floor coverings. No specific pricing terms, set-asides, response dates, or contract term information is provided in this specifications document.
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Other files
| File | Type | Posted |
|---|---|---|
| 3000026090-1.pdf | ||
| Attachment B - Job Site Verification Form - Page 1.docx | DOCX document | |
| Attachment A - Special Terms and Conditions Pages 1-15.docx | DOCX document | |
| 3000026090.pdf |
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Text version
Attachment C – Specifications RFx 3000026090
Scope of Work:
The Contractor shall supply all labor, equipment, and materials to repair the foundation of JESTC Shoot House for the Department of Public Safety (DPS).
Location:
JESTC New Shoot House 1400 West Irene Road Zachery, LA 70791
Agency Contact:
Lt. Coye Corkern Coye.Corkern@la.gov
(225) 252-3675
Specifications:
The Contractor shall be responsible for the following:
Exterior Helical Pile Installation – 2.875" Piles (#2)
· Excavate to expose footing and notch flush with wall load.
· Install two 7/8" helical piles to engineered torque specifications.
· Use underpin brackets to transfer structural loads.
· Apply lift as needed to attempt recovery of structural movement (lift/recovery not guaranteed).
· Secure piles and brackets; backfill excavated areas; clean and restore all disturbed areas.
Concrete Cut & Replacement
· Saw cut and remove existing concrete in designated areas.
· Replace concrete to match existing slab thickness and finish.
· Ensure work area is clean and free of debris.
Helical Pile Installation with Slab Brackets – 2.375" Piles (#5)
· Core or chip concrete to install two 3/8" helical piles with fold-out slab brackets.
· Advance piles to meet engineered torque specifications.
· Attempt limited floor leveling via slab lift (full recovery or perfect levelness not guaranteed).
· Backfill holes, patch concrete, and clean the work area.
· DPS shall be responsible for repairing/replacing any disturbed floor coverings.
Polyurethane Foam Injection – Shoot House
· Drill small-diameter holes in foundation slab or designated areas.
· Inject high-density polyurethane foam to fill voids beneath the structure.
· Lift slabs to practical recovery or fill voids only based on soil type and project objectives.
· Replace excavated soil, patch concrete, restore landscaping, and remove debris.
General Terms:
· All corrections for work that is unsatisfactory shall be corrected at the vendor’s expense and must be completed satisfactorily before approval and final payment is made.
· All work shall conform to the requirements of all laws and ordinances in force in the locality in which the work is performed.
· The Contractor shall be fully qualified under any state or local licensing law for contractors in effect at the time and at the location of the work. All work shall be undertaken by experienced workers with proper personal protective equipment using necessary procedures to maintain workplace safety.
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