IHS 1514808 SOW Sewer Service Lines-3306-A.Fipps.docx
DOCX document 37 KB Posted
- Attached to
- Sewer Service line Prague, OK
- Solicitation number
- RFQ1514808
About this file
This document is a Statement of Work (SOW) for a sewer service line installation project for the Indian Health Service (IHS) in Prague, Oklahoma. The project requires furnishing and installing a 4" Schedule 40 PVC sewer service line at 803 N Barta Ave, with specific installation requirements including minimum and maximum slope, cleanout placement, and connection methods. The contractor must obtain necessary permits, follow precise installation guidelines, and ensure proper testing and site restoration.
The related federal contract opportunity (RFQ1514808) is a 100% Indian Owned set-aside procurement under NAICS code 237110, with an estimated award amount under $25,000. The solicitation requires submission of a firm, fixed-price quote, technical specifications, two relevant past performance references, and an Indian Economic Enterprise Representation Form. Quotes are due by August 1, 2025, at 5:00 p.m. CST, with a 60-calendar day performance period. Evaluation will be conducted on an acceptable/non-acceptable basis, prioritizing the lowest-priced technically acceptable quote.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Construction Clauses-DEVIATION FEB 2025.docx | DOCX document | |
| ok30 (1).txt | TXT text file | |
| IHS IEE Representation Form_Jan 2022_508 Compliant.pdf | ||
| IHS1514808-Bidsheet.xlsx | XLSX spreadsheet | |
| SF18-95a Request for Quote.docx | DOCX document | |
| IHS1514808 Site Map .pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Sewer Service Lines Page 2 of 2
STATEMENT OF WORK
1.01 SUMMARY OF WORK TO BE DONE BY CONTRACTOR
A. Furnish and install a sewer service line as shown on the drawings.
1.02 SITE LOCATION
A. 803 N Barta Ave, Prague, OK 74864
1.03 Construction Schedule
A. Contact the Construction Inspector three business days before the start of any work.
B. Failure to perform work on the date scheduled will require rescheduling the work 24-hours in advance.
C. Leave all work exposed until it is inspected and approved. Work not inspected before it is covered will be re-exposed at the Contractor’s expense.
D. James Hilderbrand, Construction Inspector, 703 East Independence Shawnee, OK 74804 405-837-6972 E. Kody James , Project Engineer, 405-214-4205, kody.james@ihs.gov
1.04 QUALITY ASSURANCE
A. Perform work under the direction of personnel licensed in the state including, but not limited to Plumbing.
1.05 WARRANTY
A. Provide a minimum one-year warranty for all materials and labor, covering defects in the materials or workmanship.
1.06 MATERIALS
A. PVC pipe and fittings shall be 4” Schedule 40 as specified in the bid schedule.
B. Two way clean out and back flow preventer shall be PVC and approved by the City requirements.
C. Connection to new sewers: in-line tees.
D. Connection to existing sewers: PVC saddle, watertight with gasket(s) with two stainless steel bands for securing to the main.
E. Asbestos-cement, concrete, or vitrified clay mains: neoprene rubber boot with stainless steel bands.
1.07 INSTALLATION OF SERVICE LINES
A. Provide permits for roadway crossing, connections to existing sewer mains, construction, or any other permit or fee required to complete the service line.
B. Install service lines, wyes, risers, and cleanouts as show on the drawings.
C. Connection to manholes must be approved by the Project Engineer in advance.
D. Risers:
1. Install riser at an angle equal to or less than 45 degrees measured from horizontal.
2. Install riser pipe in rock trenches vertically.
3. Bed the bottom of riser, wye, and 45o bend in crushed rock or sand.
1.08 SERVICE LINES
A. Minimum slope for sewer service lines is 1/8-inch per foot (1%) and maximum slope ½-inch per foot (4%).
B. Ninety-degree bends are not allowed between the house and the sewer main.
C. Two-way Cleanouts: Install two-way cleanouts at a spacing not to exceed 200 feet.
D. One-way Cleanouts: Install one-way cleanouts at a spacing not to exceed 100 feet.
1.09 TESTING
A. Visually inspect each joint for leakage.
B. Repair all leaks before backfilling.
1.010 SITE RESTORATION
A. Restore site to original condition.
B. Provide Record Drawings to the Project Engineer.
File details come from the government source that posted it. Updated .