SOW Sewer Service Lines-3238_L.Taylor.pdf
PDF 145 KB Posted
- Solicitation number
- 246-24-Q-0146
About this file
This document is a Statement of Work (SOW) for a federal contract opportunity to furnish and install a sewer service line in Oklahoma City, OK. The key details are:
The Contractor shall furnish and install a sewer service line from home to main as shown on the drawings and per the requirements in the SOW. This is a 100% Indian Owned set-aside contract under NAICS code 237110, with a size standard of $45 million. The period of performance is 60 calendar days from Notice to Proceed. Quotes are due by July 12, 2024 COB CST and will be evaluated on an acceptable/non-acceptable basis, with award going to the responsible, responsive offeror with the lowest reasonable price who meets all technical specifications. Required quote elements include a firm, fixed price quote, technical specifications, and relevant past performance. The contracting agency is the Department of Health and Human Services Indian Health Service.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFQ Construction Clauses-updated May 2024.pdf | ||
| 3238_Site Plan .pdf | ||
| IHS IEE Representation Form_Jan 2022_508 Compliant.pdf | ||
| Bidsheet.xlsx | XLSX spreadsheet | |
| ok26.txt | TXT text file | |
| SF18-95a Request for Quote.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 1 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. 8217 Willow Creek Blvd Oklahoma City, OK 73162
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:
mailto:kody.james@ihs.gov
Sewer Service Lines Page 2 of 2
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.
1.10 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 .