IHS1514807 -SOW Sewer Service Lines-3318 J.Garton.docx
DOCX document 37 KB Posted
- Attached to
- Sewer Service Line, Norman, OK
- Solicitation number
- RFQ1514807
About this file
This document is a Statement of Work (SOW) for a sewer service line installation project for the Indian Health Service in Norman, Oklahoma. The project requires furnishing and installing a 4" Schedule 40 PVC sewer service line at 1012 Nottingham Circle, with specific technical requirements including pipe materials, connection methods, slope specifications, and installation guidelines. The contractor must obtain necessary permits, install service lines and cleanouts according to precise specifications, and ensure proper testing and site restoration.
The associated federal contract opportunity is a Request for Quotes (RFQ1514807) set aside for 100% Indian Owned businesses under NAICS code 237110, with an estimated award amount under $25,000. The solicitation requires vendors to submit a firm fixed-price quote on SF18 form, technical specifications, two relevant past performance references, and an Indian Economic Enterprise Representation Form. The period of performance is 60 calendar days from Notice to Proceed, with quotes due by August 1, 2025. Award will be made to the lowest-priced, technically acceptable offer that meets all requirements, evaluated on an acceptable/non-acceptable basis.
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Other files
| File | Type | Posted |
|---|---|---|
| SF18-95a r2 Request for Quote.docx | DOCX document | |
| SF18-95a r1 Request for Quote.docx | DOCX document | |
| ok29 (1).txt | TXT text file | |
| Construction Clauses-DEVIATION FEB 2025.docx | DOCX document | |
| IHS IEE Representation Form_Jan 2022_508 Compliant.pdf | ||
| IHS1514807- Bidsheet.xlsx | XLSX spreadsheet | |
| IHS1514807 Site Map .pdf | ||
| SF18-95a 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 .