IHS1514807 -SOW Sewer Service Lines-3318 J.Garton.docx
DOCX document 37 KB Posted
- Attached to
- Sewer Service Line Norman, Oklahoma
- Solicitation number
- RFQ1514807r3
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 Norman, Oklahoma. The project requires furnishing and installing a 4" PVC Schedule 40 sewer service line at 1012 Nottingham Circle, with specific technical requirements including proper pipe connections, cleanout installations, and slope specifications. The contractor must perform work under licensed personnel, provide a one-year warranty, and restore the site to its original condition.
The associated federal contract opportunity is a 100% Indian Owned set-aside solicitation (RFQ1514807r3) under NAICS code 237110, with a $45.0 million size standard. The period of performance is 60 calendar days from Notice to Proceed, with quotes due by September 9, 2025. Submission requirements include a firm fixed-price quote on SF18 form, technical specifications, two relevant past performance references, and the Indian Health Service Buy Indian Act Indian Economic Enterprise Representation Form. Quotes can be submitted via email to jeffrey.earnest@ihs.gov or in a sealed envelope.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| SF18-95a r4 Request for Quote.docx | DOCX document | |
| IHS1514807- Bidsheet.xlsx | XLSX spreadsheet | |
| IHS IEE Representation Form_Jan 2022_508 Compliant.pdf | ||
| IHS1514807 Site Map .pdf | ||
| ok29 (1).txt | TXT text file | |
| Construction Clauses-DEVIATION FEB 2025-updated 8.15.2025.docx | DOCX document | |
| SF18-95a r3 Request for Quote.docx | DOCX document |
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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. Contractor must reach out to construction inspector before bidding to verify requirements.
1.02 SITE LOCATION
A. 1012 Nottingham Circle, Norman, OK 73072
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. Adam Robinson, Construction Inspector, 703 East Independence Shawnee, OK 74804 405-401-8756 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 .