J.1 Statement of Work.pdf

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Inspecting, Cleaning, and CIPP Rehabilitation of Under-Slab Sanitary Sewer Pipelines in the Building D Basement
Solicitation number
040ADV-26-R-0019
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This is a Statement of Work (SOW) for inspecting, cleaning, and rehabilitating approximately 510 linear feet of 3"-4" cast iron sanitary sewer pipes located beneath the basement of GPO Building D at 735 N. Capital Street NE, Washington, DC 20002. The U.S. Government Publishing Office is experiencing recurring backup and drainage issues caused by multiple blockages, spalling, joint separation, corrosion, and debris buildup identified during a recent CCTV assessment. The contractor must remove blockages and rehabilitate the piping using Cured-In-Place Pipe (CIPP) lining methodology or a more efficient and effective alternative to restore structural integrity, operational functionality, and extend the system's useful life with minimal facility disruption.

The contractor shall perform pre- and post-CCTV inspection, cleaning of all clogged sections, full pipe rehabilitation using CIPP or equivalent methodology, Ground Penetrating Radar (GPR) scanning of the basement floor, excavation of at least two 4' x 4' x 4' access pits with OSHA-compliant shoring, and concrete restoration using #57 stone and high-early concrete. Materials must comply with ASTM F1216 and NSF/ANSI 14 standards with a minimum 10-year service life. All work must be completed within eight weeks from Notice to Proceed, with task completion dates ranging from week four (pre-CIPP cleaning/inspection) through week eight plus two weeks for final reporting. The contractor must provide five key personnel (Project Manager, Lead Technician, Technician, Quality Control Lead, and Safety Lead) with specified minimum experience and education requirements, submit a Safety Plan for approval, provide daily progress updates via Smartsheet, and maintain a 12-month warranty on materials, labor, and workmanship with no-cost repairs for defects.

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STATEMENT OF WORK

INSPECTING, CLEANING AND CIPP REHABILITATION OF UNDER-SLAB

SANITARY SEWER PIPELINES IN THE BUILDING D BASEMENT

1. BACKGROUND

The U.S. Government Publishing Office (GPO) provides publishing and dissemination services for official and authentic government publications to Congress, federal agencies, federal depository libraries, and the American public. GPO is experiencing recurring backup and drainage issues in the sanitary sewer pipeline beneath the basement of Building D, affecting both the east and west storm drain systems. To address this, GPO recently conducted a Drain and

Sanitary Sewer Pipes Assessment in the Building D basement, performed by a qualified contractor. The drain system and sanitary sewer pipes on both the east and west sides of the basement were inspected using closed-circuit television (CCTV). The report revealed significant structural deterioration and operational blockages. The inspection identified critical issues, including multiple blockages, spalling, joint separation, corrosion, and debris buildup.

The purpose of this Statement of Work is to seek a contractor capable of removing the blockages and rehabilitating approximately 510 linear feet of 3”–4” cast iron sanitary sewer pipes using the

Cured-In-Place Pipe (CIPP) lining method or a more efficient and effective alternative.

2 . OBJECTIVES

The objective of this contract is to restore the structural integrity and operational functionality of the under-slab sanitary sewer system, prevent collapse, restore flow, and extend the useful life of the existing piping system with minimal disruption to facility operations. The Contractor shall use advanced techniques and equipment to detect and locate any clogged, damaged or defective under-slab sanitary sewer pipelines that are causing the slow drainage and frequent blockages.

• Restore full operational capacity of the basement sanitary drainage system.

• Eliminate existing pipe blockages and prevent future backups.

• Repair damaged and compromised cast iron piping using CIPP lining to extend system lifespan and avoid full pipe replacement.

• Ensure all excavation activities are conducted safely and in accordance with utility detection and structural safety standards.

2.1 Compliance of Work

The Contractor shall comply with the most current editions of all applicable codes, directives, laws, procedures, practices, standards, regulations and handbooks including, but not limited to; American Society for Testing and Materials (“ASTM”), National Sanitation

Foundation (“NSF”) American National Standards Institute (“ANSI”) Codes, American

National Standards Institute Inc. (“NEII”), International Building Code (“IBC”), International Existing Building Code (“IEBC”), and the Occupational Safety and Health Act

(“OSHA”) Standards. The Contractor shall also comply with all Federal, State, City, Local and GPO policies, procedures and directives applicable to the work performed under the

Terms and Conditions of the resultant Contract.

3. SCOPE

The Contractor shall furnish all labor, supervision, materials, equipment, and incidentals necessary to clean, inspect, and rehabilitate the nine identified sections of cast iron sanitary sewer piping using CIPP. The Contractor shall also perform limited excavation to access key connection points and restore excavated areas upon completion.

This scope covers the inspection, cleaning, and rehabilitation of approximately 510 linear feet of sanitary sewer lines located in the building’s basement. The contractor shall perform:

• Pre and post CCTV inspection.

• Cleaning all clogged sections.

• Rehabilitation of all sections (approx. 510 ft) of deteriorated pipe using CIPP or more efficient and better method.

• Ground Penetrating Radar (GPR) scanning of the basement floor prior to excavation.

• Excavation of at least two (2) pits (each approximately 4 ft x 4 ft x 4 ft) to provide access for inspection, cleaning, and CIPP lining operations.

Under the Terms and Conditions of the resultant Contract, the selected Contractor, shall be responsible for all the work there under including the provision of all personnel, labor, equipment, and tools and all other services required to perform all aspects of repairs including, but not limited to abuse, correction of deficiencies, routine and emergency callback services, data collecting and reporting to Operation Center of Facility Division within the terms of the Contract. The

Contractor shall therefore submit a “Staffing Plan” with their Technical Proposal, addressing their plan for providing support. The Contractor shall attend conference calls/virtual meetings to discuss project details and results.

4. TASKS

Task 4.1 – Pre-CIPP Pipe Cleaning and Inspection

• Review as-built drawings and conduct a CCTV inspection of the entire 510 ft pipe length.

• Conduct a full CCTV camera inspection of the 510 ft line to identify clogged and deteriorated areas.

• Mark and document locations of all blockages and compromised pipe segments.

• Generate a detailed condition assessment report, including pipe defects, lengths, and locations.

• The Contractor shall hydro jet and descale all 510 LF of cast iron piping to restore normal flow. Pre-lining CCTV inspection shall be completed and video documented.

• Remove grease, roots, mineral scale, and obstructions using industry-accepted equipment.

• Collect and dispose of all debris in accordance with environmental regulations.

Task 4.2 – Excavation

• Excavate a minimum of two (2) access pits measuring approximately 4 ft x 4 ft x 4 ft in designated areas.

• Perform Ground Penetrating Radar (GPR) scanning of the basement floor to identify embedded utilities and structural elements prior to excavation.

• Use scanning results to identify safe areas for excavation and obtain approval before digging.

• Ensure shoring and trench safety measures comply with OSHA standards.

• Furnish and install temporary plywood cover over pit.

• Protect surrounding surfaces and restore any disturbed concrete, tile, or finishes upon project completion.

Task 4.3 – CIPP Lining Installation

• Rehabilitate entire segments of damaged cast iron piping using trenchless CIPP lining technology or a more efficient and effective method. The building D basement sanitary sewer pipelines are approximately 510 ft long.

• Ensure all liners are thermally or UV cured in place according to manufacturer specifications.

• Use materials compliant with ASTM F1216 and NSF/ANSI 14 for sanitary sewer use.

• Provide structural integrity, watertight sealing, and a minimum 10-year service life expectancy.

• Perform post-CIPP CCTV inspection and flow testing to verify structural rehabilitation.

• Document all rehabilitated sections with footage and pipe condition assessment.

Task 4.4 – Concrete Restoration

• Pits must be backfilled with #57 or better stone and restored with high-early concrete.

• Restore site to original or better condition.

Task 4.5 – Project Management and Reporting

An on-site project manager shall provide daily progress updates via Smartsheet. Final deliverables shall include all data analysis, pre- and post-CCTV recordings, concrete restoration documentation, and a completion report.

*All work shall be performed by qualified personnel with appropriate training and experience for Building D Basement Sanitary Sewer Pipes rehabilitation.

5. PERIOD OF PERFORMANCE

All work shall be completed in coordination with the COR’s approval.

All rehabilitation, excavation, concrete restoration and cleaning work shall be completed within eight (8) weeks or 56 days from the Notice to Proceed (NTP). A projected completion schedule is provided below:

Task

Number

Work

Milestones

Projected

Completion Date

4.1 Pre-CIPP Pipe Cleaning and Inspection Four (4) weeks after contract award

4.2 Excavation Five (5) days after completion of Task 4.1

4.3 CIPP Lining Installation Eight (8) days after completion of Task 4.2

4.4 Concrete Restoration Five (5) days after completion of Task 4.3

4.5 Project Management and Reporting Two (2) weeks after total project completion

6. PLACE OF PERFORMANCE

The services shall be performed at the GPO Building D - 735 N. Capital St. NE, Washington, DC 20002.

7. DELIVERY

• The Contractor shall submit a project plan of the work entailed prior to the start of work.

• The Contractor shall submit a Safety Plan to GPO’s Safety Office for them to review and approve prior to start of project.

• All work shall conform to the Statement of Work (SOW).

• All trash and debris resulting from this contract shall be removed by the Contractor.

8. GOVERNMENT-FURNISHED PROPERTY (GFP):

• GPO will remove all government furnished objects that are within the allowed working space.

• GPO will provide house services such as a minimum electrical requirement of 120V electrical, water, air, etc. if needed.

• GPO will provide sanitary sewer pipes plan view drawing of the Building D basement.

9. SECURITY CONSIDERATIONS:

• Contractor personnels’ vehicles, work bags, toolboxes, material, etc. will be inspected upon arrival and checked when leaving the premises of the building.

Huseyin Men (COR) (202-655-8613) will be the point of contact (POC) and will escort the Contractors to the work location when they arrive.

• The Contractor shall safeguard all Government property in the work area. At the close of each work period, equipment shall be secured and/or taken away from the work site daily.

9.1 Safety Requirements

• Personnel assigned to this contract must always be under the direction and control of the

Contractor. Notwithstanding, any other provisions of this contract, the Contractor shall at all times be responsible for the supervision of its employees in while complete all SOW objectives. If the Contractor finds clarification necessary with respect to the scope of the services to be performed hereunder, he/she shall request, in writing, such clarification from the Contracting Officer. Contractor personnel shall not at any time, during the contract period, be employees of the U.S. Government.

• Contractor employees must adhere to OSHA, and GPO Safety Policies.

• Contractor employees shall follow the safety practices and procedures prescribed by the government.

• All accidents must be immediately reported to the COR. In the event of accidents of any kind, the Contractor shall furnish GPO COR with copies of all accident reports at the same time they are forwarded to any other parties. without delay, for review.

10. TRAVEL

No routine travel is required outside place of performance.

11. PARKING

Contractor personnel may utilize the GPO Parking Program if parking spaces are available in Lot

50 at agency headquarters. If they decide to participate in the parking program, the Contractor shall adhere to the GPO policy and pay the non-refundable, daily fee of $9.00. Fees must be paid before the issuance of a permit.

12. SPECIAL MATERIAL REQUIREMENTS

The Contractor must provide all tools, equipment, and testing devices required for inspecting, cleaning and repairing under slab sanitary sewer pipelines.

12.1 Warranties

• The Contractor shall warranty material, labor and workmanship for a minimum of twelve

(12) months from date of final acceptance.

• Any premature failure due to installation defects must be repaired or replaced at no cost to the Government.

13. OTHER UNIQUE REQUIREMENTS AND CONSIDERATIONS

• The Contractor shall continuously maintain adequate protection of all work from damage and shall protect the government’s property from injury or loss arising out of this contract. The Contractor shall also make good any such damages, injury, or loss, except such as may be directly caused by employees of the government. If the COR finds that the workplace is not safe, the COR will order that the Contractor stop the work until the correction is made. The government shall not extend the contract period for the time spent on fixing the problem. The Contractor shall not close or obstruct walkways, passageways, or stairways.

• The Contractor shall also not store or place materials in passageways, stairs or other means of egress and shall conduct operations with minimum traffic interference.

• The Contractor shall be responsible for any damage to the existing structure, including wall or contents by reason of the insufficiency of protection provided.

• The Contractor shall keep the work areas orderly and free from debris during the progress of the project.

• The Contractor shall remove all loose materials and filings resulting from the work.

• The Contractor shall remove any tools or equipment after work completed.

14. KEY PERSONNEL

The Government has designated the Project Manager, Lead Technician, Technician, Quality

Control Lead, and Safety Lead positions as key personnel. Each position shall be filled by one full-time equivalent (FTE) for the total duration of this project. The key personnel specified below are essential to the work being performed under this contract. All personnel shall possess the minimum education and experience identified in the tables below. The Contractor shall follow the guidance outlined in Section H of this contract for the substitution of key personnel for the duration of this contract.

GPO reserves the right to interview all proposed key personnel. The Contracting Officer (CO) will notify offerors of the date and time scheduled for interviews.

• Project Manager

Responsibilities Provides overall management and leadership for the under-slab pipe inspection, cleaning, repair and CIPP rehabilitation project. Serves as the primary liaison with the Government. Responsible for schedule, budget, subcontractor coordination, contract compliance, reporting, and overall project execution.

Minimum Experience Five (5) years managing underground utility inspection/repair, plumbing rehabilitation, or CIPP-related projects.

Minimum Education Bachelor’s degree in Engineering, Construction Management, Environmental Engineering, or a related field. Waived for 10 years of experience in a similar role.

• Lead Technician

Responsibilities Leads field operations for CCTV inspection, pipe cleaning, liner installation, and curing activities. Supervises technicians, ensures compliance with manufacturer requirements and industry standards, and verifies quality of work prior to acceptance.

Minimum Experience Five (5) years performing under-slab pipe inspection, cleaning, repair or CIPP rehabilitation work.

Minimum Education Technical certification or associate degree in plumbing, construction technology, or a related field. Waived for 5 years of experience in a similar role.

• Technician

Responsibilities Performs CCTV inspections, pipe cleaning, liner installation support, reinstatement of laterals, testing, and site restoration under the direction of the Lead Technician.

Minimum Experience Three (3) years of experience in underground pipe inspection, cleaning, plumbing, or CIPP rehabilitation.

Minimum Education High school diploma or equivalent; trade certification preferred.

• Quality Control Lead

Responsibilities Works with the COR and field staff to ensure all inspection, cleaning, and CIPP rehabilitation work conforms to contract requirements, manufacturer specifications, and industry standards. Coordinates inspections, reviews CCTV footage, and ensures documentation is complete and accurate.

Minimum Experience Five (5) years of experience in pipeline rehabilitation quality control or inspection.

Minimum Education Bachelor’s degree in Engineering, Construction, or related field.

Waived for 10 years of experience in a similar role.

• Safety Lead

Responsibilities Performs safety inspections of under-slab pipe rehabilitation activities. Documents and reviews compliance with safety standards related to confined spaces, equipment operation, chemical handling, and facility protection. Ensures safe work practices are implemented and maintained.

Minimum Experience Five (5) years in construction or underground utility safety.

Minimum Education Bachelor’s degree in Occupational Safety, Industrial Hygiene, or a related field. Waived for 10 years of experience in a similar role.

File details come from the government source that posted it. Updated .