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This is a Statement of Work (SOW) for sewer service line installation at 608 N. Bristow, Moore, OK 73160. The contractor must furnish and install a 4" Schedule 40 PVC sewer service line according to provided drawings, with specific requirements for materials including two-way cleanouts, backflow preventers, and connection fittings for various main types.

The technical specifications require licensed plumbing personnel, a minimum one-year warranty, and detailed installation parameters including slope requirements (1-4%), cleanout spacing (200 feet for two-way, 100 feet for one-way), and riser installation angles (≤45 degrees from horizontal). The contractor must obtain necessary permits, coordinate with the Construction Inspector three days before work begins, leave work exposed for inspection, and restore the site to original condition upon completion. Key contacts include James Hilderbrand (Construction Inspector) and Kody James (Project Engineer). This work is part of solicitation 246-25-Q-0029, which is a 100% Indian-owned set-aside under NAICS 237110 with quotes due February 14, 2025, and an estimated value under $25,000.

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Sewer Service Lines Page 1 of 2

Approved by:__________________ Project Engineer

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. 608 N. Bristow, Moore, OK 73160

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.

mailto:kody.james@ihs.gov

Sewer Service Lines Page 2 of 2

Approved by:__________________ Project Engineer

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.

1.10 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 .