SOW Sewer Service Lines for SR 595 B Robidoux.pdf
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- Solicitation number
- 246-25-Q-0002
About this file
This document is a Statement of Work (SOW) for the replacement of a sewer service line in Hiawatha, Kansas. The key details are:
The Contractor shall replace the sewer service line at 710 Miami Street, Hiawatha, Kansas. The work must be performed Monday through Friday between 8:00 am and 5:00 pm, with no work allowed on weekends or federal holidays. The Contractor must provide a minimum one-year warranty for all materials and labor. Acceptable materials include PVC pipe and fittings, tracer wire, and specific connection methods. The Contractor must obtain approval from the Project Engineer for any connections to manholes. The sewer main tap must be installed per the direction of the City of Hiawatha Sewer Department. The minimum slope for the sewer service line is 1/8-inch per foot (1%), and 90-degree bends are not allowed.
The related federal contract opportunity is a Request for Quotes (RFQ) issued by the Department of Health and Human Services Indian Health Service. This is a 100% Small Business set-aside under NAICS code 237110. The Contractor shall furnish and install the sewer service line per the Statement of Work, with a period of performance of 60 calendar days from award. The estimated price range is less than $25,000, and the quote submission deadline is October 25, 2024.
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Text version
Sewer Service Lines Page 1 of 2
August 27, 2024
STATEMENT OF WORK
1.01 SUMMARY OF WORK TO BE DONE BY CONTRACTOR
A. Replace sewer service line.
1.02 SITE LOCATION
A. 710 Miami Street
Hiawatha, Brown County, KS 66434
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. All work is to be performed Monday through Friday ONLY between the hours of 8:00 am and 5:00 pm. No work is to be performed on the weekends and/or federal holidays.
E. Jim Shane
324 New York Ave. Holton, KS 66436 office phone # 785.364.4164 cell phone # 580.678.6535 fax # 785.364.4843 Email: Donald.shane@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. Sewer Service Lines:
1. PVC pipe and fittings SDR 35 or Schedule 40 as specified in the bid schedule.
2. Connection to new sewers: in-line tees and couplings.
3. Connection to existing sewers: PVC saddle, water tight gasket(s) with two stainless steel bands for securing to the main.
4. Asbestos-cement, concrete, or vitrified clay mains: Neoprene rubber boot with stainless steel bands sealed with silicon sealant.
Sewer Service Lines Page 2 of 2
August 27, 2024
5. Tracer wire shall be copperhead tracer wire, 12 AWG with 30 mil HDPE green jacketing.
1.07 INSTALLATION
A. Provide connections to existing sewer mains, construction, or any other fees required to complete the service line.
B. Install service lines, wyes, risers, and cleanouts as show on the drawings.
C. Install tracer wire attached to service line with neoprene zip-ties or electrical tape.
D. The Project Engineer must approve connection to manholes in advance.
E. Risers:
1. Install riser at an angle equal to or less than 45 degrees measured from vertical.
2. Install riser pipe in rock trenches vertically.
3. Bed the bottom of riser, wye, and 45o bend in crushed rock or sand.
F. Install sewer main tap as per direction by City of Hiawatha Sewer Department.
1. Bed sewer main and tap with clean sand or pea gravel to completely support main and tap.
1.08 SERVICE LINES
A. Minimum slope for sewer service lines is 1/8-inch per foot (1%).
B. Ninety-degree bends are not allowed between the house and the sewer main.
C. Cleanouts: Install cleanouts near bends and at a spacing not to exceed 100 feet on straight runs of pipe and as shown on the plans.
1.09 SEWER MAIN TAPS AND SERVICE LINE ABANDONMENT+
A. Cap sewer main tap and service line with a neoprene cap with stainless steel band and encapsulate cap with concrete.
B. Concrete is a 4000psi ready-mix concrete.
1.10 TESTING
A. Visually inspect each sewer line joints for solvent welded joints.
B. Repair all joints before backfilling.
1.11 SITE RESTORATION
A. Restore site to original condition.
B. Provide Record Drawings to the Project Engineer.
| STATEMENT OF WORK |
| A. Sewer Service Lines: |
| 1. PVC pipe and fittings SDR 35 or Schedule 40 as specified in the bid schedule. |
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