SOW Water Service Lines PVC.pdf
PDF 165 KB Posted
- Attached to
- Water Service Line Yale, Oklahoma Federal contract opportunity
- Solicitation number
- 246-24-Q-0182
About this file
This document is a Statement of Work (SOW) for a federal contract opportunity to furnish and install a water service line in Yale, Oklahoma. The key details are:
The contractor is required to furnish and install a 4-inch diameter or smaller PVC water service line, including all necessary materials and labor. The work must be performed under the supervision of licensed personnel and include a 1-year warranty. The contractor will be required to coordinate the construction schedule with the government inspector, perform required testing and disinfection, and provide record drawings upon completion.
The related federal contract opportunity is a Request for Quotes (RFQ) issued by the Department of Health and Human Services Indian Health Service. The contract is a 100% Indian-Owned set-aside under NAICS code 237110, with an estimated award value under $25,000. Quotes are due by August 2, 2024 and will be evaluated on a lowest reasonable price/technically acceptable basis. The period of performance is 60 calendar days from the Notice to Proceed.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| IHS IEE Representation Form_Jan 2022_508 Compliant.pdf | ||
| DWG-OEH-8.pdf | ||
| SF18-95a Request for Quote.pdf | ||
| RFQ Construction Clauses-updated May 2024.pdf | ||
| Bid Sheet.pdf | ||
| ok30 (1).txt | TXT text file |
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Text version
SR# 4371 Pawnee County
Author: Ted Schlueter, P.E. Water Service Lines PVC
STATEMENT OF WORK
1.01 SUMMARY OF WORK TO BE DONE BY CONTRACTOR
A. Furnish and install a water service line as shown on the drawing.
1.02 SITE LOCATION
A. 354385 E. 5800 Rd., Yale, OK 74085 (SR# 4371)
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 24-hour notice to rescheduling the work.
C. Leave all work exposed until inspected and approved. Work not inspected before it is covered will be re-exposed at the Contractor’s expense.
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 WATER SERVICE LINES (4-inch diameter and smaller)
A. PVC Pipe Material Requirements
1. Pipe shall be PVC 1120 pressure pipe made from class 12454 materials as defined by ASTM D-1784 with outside diameter dimensions of steel or cast iron pipe. The PVC compounds shall be suitable for potable water meeting NSF Standard No. 61.
PVC pipe shall be manufactured to meet the requirements of ASTM D2241. Use 20 foot pipe lengths. Joints are bell and spigot type.
a. Pressures less than or equal to 125 psi
1) Pipe: Use PVC Class 160 SDR 26 or Class 200 SDR 21 pipe.
2) Fittings: Use schedule 40 PVC (ASTM D-2466) or
Schedule 80 PVC (ASTM D-2467) fittings.
b. Pressures greater than 125 psi use pressure class of piping and fittings as shown on the bid sheet.
1.07 INSTALLATION
A. Install water service lines and appurtenances in the locations, sizes and materials shown on the drawings or staked in the field.
SR# 4371 Pawnee County
Author: Ted Schlueter, P.E. Water Service Lines PVC
B. Water and sewer separation requirements.
1. Maintain a minimum vertical separation between water service lines and sewer lines of 24 inches with the water service line placed above the sewer line.
Otherwise the water service line shall be constructed of ductile iron or placed within Steel Encasement Pipe for a 20-foot section centered at the crossing.
2. Maintain a minimum 10 foot separation between water service lines and sewer lines. Otherwise the water service line shall be constructed of ductile iron or placed within a Steel Encasement Pipe for the entirety of the length for which the minimum separation is not maintained.
C. Thrust blocking is to be provided at all changes in direction.
1.08 TRENCH
A. Depth: Minimum 30 inches.
B. Bottom: Free from stones greater than 1 inch, large dirt clods, and any frozen material.
C. Bedding: If the trench bottom is hardpan, rock, or has stones larger than 1 inch in diameter in the largest direction:
a. Over excavate 6 inches.
b. Place 6 inches of mechanically compacted imported bedding (maximum particle size 1 inch) under the pipe
c. Place pipe in trench.
d. Place 6 inches of mechanically compacted imported bedding (maximum particle size 1 inch) on the sides and above the pipe D. Backfill: restore trenches to initial grade.
1.09 TESTING
A. Before joints are covered, test pipe for leaks.
B. Visually inspect all connections and fittings for leaks in the presence of the
Construction Inspector.
C. Repair all leaks before backfilling.
1.10 DISINFECTION
A. Disinfect in accordance with AWWA C651 before placing in service.
1. Sample and test until 2 consecutive (minimum of 24 hours apart) negative Bac-T tests are obtained.
2. Provide a copy of the negative test to the Project Engineer.
1.11 CLOSEOUT ACTIVITIES
A. Restore the site as close as is practical to its original condition.
B. Provide record drawings to the Project Engineer.
STATEMENT OF WORK
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