SOW_-_6PW221_-_Sewer_Repair_B10.pdf

STATEMENT OF WORK (SOW)

FOR

Repair Sewer Line

AT

Watervliet Arsenal

Building 10, Basement Mechanical Room

Project #: 6PW221 Installation Management, Public Works Division

Facilities Engineering (TAWV-IMP-F)

PART 1 GENERAL

1.01 Overview.

A. This Statement of Work (SOW) defines the effort required for repair of a leaking sewer line in the basement mechanical room of Building 10.

1.02 Hours of Operation.

A. Normal duty hours are 7:00 AM through 4:00 PM, Monday through Thursday, and 7:00 AM through

3:00 PM on select Fridays (the arsenal is closed every-other Friday). Federal holidays are non-work days. If a federal holiday falls on a Saturday or Sunday, the preceding Friday or following Monday is a work holiday.

1.03 General Requirements.

A. The contractor shall perform all work in strict conformance with Watervliet Arsenal Instructions for Contractors (WAIC). The contractor shall read and understand this document prior to submitting a proposal. The WAIC is publically available at:

http://www.wva.army.mil/Documents/Contracting/WAIC.pdf

B. The contractor shall supply all tools, materials, supplies, equipment, labor, temporary utilities and supervision necessary for the complete execution of the requirements within the contract documents and requirements of this SOW.

C. The contractor shall, prior to submitting a proposal, review (i) all contract documents, and (ii) the project work site, and shall provide written notice to Contracting Specialist detailing any discrepancies that are found between the contract documents and the project work site.

D. The contractor shall notify the Contracting Specialist a minimum of two (2) business days before the contractor starts work. The contractor shall notify the COR a minimum of seven (7) business days before the shut-down of a utility or building service.

E. The contactor shall clean all work areas, at the end of each work day, to remove all tools, equipment, debris, materials, and all waste from the work site.

1.04 Safety Requirements.

A. General.

1. The contractor shall be responsible for complying with all DOD, Army, Federal, and State health and safety requirements which are applicable to this project, and shall use all means and precautions available to ensure the safety of the occupants and protection to the existing buildings and structures.

B. Existing Conditions.

1. The contractor shall inspect the project work site prior to starting work, and shall request a copy of the asbestos building inspection records to verify the location and description of known asbestos-containing materials. The contractor shall sign the “Asbestos Notification

Acknowledgement Record” and submit this form to the Project COR prior to starting project work.

C. Lockout/Tagout Procedures.

1. The contractor is required to provide the proper control of hazardous energy (lockout/tagout) per OSHA 29 CFR 1910.147.

2. The Contractor shall sign and submit a “Lockout/Tagout (LOTO) Notification

Acknowledgement Record” prior to working on or de-energizing any electrical equipment.

A. Contractor Safety Plan.

1. The contractor shall submit a safety plan which is specific to the work activity being performed under the scope of this project for Government review and approval.

1.02 Period of Performance.

A. The contractor shall be required to (i) commence work under this contract within 7 calendar days after the date the contractor receives notice to proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use not later than [30] calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

1.03 Project Schedule.

A. The contractor shall create a project schedule and submit for Government review and approval. The project schedule shall detail the phases of work and the overall timeline for the execution of the work.

The contractor shall include delivery dates, appropriate milestones, and shall clearly detail any requirements for work performed outside of regular hours of operation.

1.04 Permits.

A. The Contractor shall obtain the following WVA Permits from the Contracting Officer’s

Representative (COR), IAW the Watervliet Arsenal Information for Contractors (WAIC). The Project COR will provide the Permit forms and the direction necessary to complete each Permit.

1. Hot Work (Flame) Permit

1.05 Equipment Identification.

A. The contractor shall create and affix a label to all large equipment, dumpsters, and other mobilized property, which is weather-resistant (laminated, or within a see-thru label hanger), securely affixed to the equipment or visible through a window, and which clearly displays the General Contractor’s:

1. Company name

2. POC name (first, last)

3. POC phone number

4. Project Number (see title page of SOW)

1.06 Applicable Documents.

A. Watervliet Arsenal Instructions for Contractors (WAIC).

B. NFPA 70 – National Electric Code (NEC).

1. (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4

2014; AMD 4-6 2014).

C. UFGS Section 22 00 00 – Plumbing D. UFGS Section 33 30 00 – Sanitary Sewers

1.07 Submittals.

A. The contractor shall e-mail all submittals to the Contracting Specialist for review and approval. All submittals require government approval unless otherwise explicitly stated.

B. The contractor shall reference APPENDIX A “Consolidated List of Submittals” for complete list of required submittals.

PART 2 PRODUCTS

2.01 General.

A. Unless otherwise stated, all materials for this project shall be new. All products shall not contain any asbestos, mercury, chromium/lead paint, Class I Freon, and Polychlorinated Biphenyls (PCB), and shall state such on the manufacturer’s original packaging.

B. All work shall be in strict accordance with product manufacturer’s instructions and specifications, including but not limited to manufacturer guidance for storage, staging, application, installation, and disposal of the product.

C. All construction materials shall meet the applicable requirements of the DoD Green Procurement Program, specifically recycled content products, environmentally preferable products and services, biobased products, energy-and water-efficient products, alternate fuel vehicles and alternative fuels, products using renewable energy, and alternatives to hazardous or toxic chemicals as found at <http://www.acq.osd.mil/dpap/cpic/cp/docs/USA001967-08-DPAP.pdf>.

2.02 Product and Material.

A. Schedule 40 PVC Sewer and Drain Pipe

PART 3 ITEMS OF WORK

3.01 General.

A. The contractor shall complete all work on RDO Friday’s as it will affect multiple restrooms.

Contractor shall only remove piping which can be completely replaced before leaving the site. Under no circumstances shall any portion of the piping be left open at the end of the day.

B. The contractor shall be responsible for covering all equipment, machinery, stored-materials, etc. to prevent damage caused by removal/installation operations. Any damage caused by removal/installation operations shall be responsibility of the contractor.

C. The contractor shall remove all debris from post at the end of each work day. Arsenal trash receptacles shall not be used.

3.02 Repair Sewer Line.

1. The contractor shall remove and replace all of the cast iron sewer piping indicated, roughly fifty (50) feet, with Schedule 40 PVC, sized in-kind with existing. Piping shall be pitched appropriately to allow for proper drainage.

2. The contractor shall carefully plan out work in advance, any unnecessary cutting shall be avoided. Damage to the building, piping, wiring, or equipment as a result of cutting operations shall be repaired at the contractor’s expense by mechanics skilled in the trade involved.

3. Piping shall be installed as indicated. Pipe shall be accurately cut and worked into place without springing or forcing. Pipe openings shall be closed with caps or plugs during installation.

4. The contractor shall make joints with the primer and solvent cement specified for this joint and assemble in accordance with the recommendations of the pipe manufacturer.

5. The contractor shall provide and install a pipe sleeve where piping passes through the wall.

Sleeve shall be of sufficient length to pass through entire thickness of the wall.

6. Hangars and supports for new plastic piping shall not compress, distort, cut, or abrade the piping, and shall allow free movement of pipe except where otherwise required in the control of expansion/contraction.

7. The contractor shall make joints to cast iron pipe in accordance with the recommendations of the plastic pipe manufacturer.

8. The contractor shall provide cleanout(s) the same size as the pipe except that cleanout plugs larger than 4 inches will not be required. Cleanouts shall consist of a long sweep ¼ bend or one or two 1/8 bends extended to the place shown.

9. The contractor shall leak test all piping and repair any failures prior to project completion.

PART 4 CLOSEOUT REQUIREMENTS

4.01 Cleanup of Work Site.

A. The contactor shall clean all work areas and remove all tools, equipment, debris, materials, and all waste from the premises.

B. The contractor shall remove all debris from any remote holding locations, to include any excavation and concrete equipment chute cleanout debris.

C. The contractor shall remove their equipment from Watervliet Arsenal premises within five (5) working days after completion of project work.

4.02 Final Repairs and Restoration to Work Site.

A. The contractor shall repair any items, building surfaces, equipment or miscellaneous items which were damaged during the execution of this SOW.

PART 5 APPENDICES

A. Consolidated List of Submittals B. Quality Assurance Surveillance Plan (QASP)

APPENDIX A: Consolidated List of Submittals

Line Item Submitted Submittal Needed By Submittal Reviewed By (Office)

1 Safety Data Sheets for Hazardous Materials

(SDS)

NLT 7 Calendar Days After Award

Safety Office

2 Signed Contractor Asbestos Notification Form NLT 7 Calendar Days After Award

Environmental Office

3 Signed Lockout/Tagout (LOTO) Notification Acknowledgement Record

NLT 7 Calendar Days After Award

Safety Office

4 Project Schedule NLT 7 Calendar Days After Award

COR

5 Contractor Safety Plan (1.05.A.) NLT 7 Calendar Days After Award

COR

6 Pipe Product Data NLT 7 Calendar Days After Award

COR

APPENDIX B: Quality Assurance Surveillance Plan (QASP)

PURPOSE

This Quality Assurance Surveillance Plan (QASP) will be used as a guide to Government Quality Assurance Personnel (QAP). It provides a systematic method to evaluate the services the contractor is required to furnish.

SURVEILLANCE PROCEDURES

Timeliness: Progress is maintained to assure compliance with completion time.

Quality: Conformance with statement of work and industry standards.

Tasks: Performed according to statement of work requirements.

Problem Resolution: Contractor submits deliverables in accordance with the contract and resolves any deficiencies identified by the government in the final submission. Following final submission, contractor resolves any additional deficiencies identified by the government and resubmits and or corrects within one week.

Delivery: Contractor submits each deliverable in accordance with the statement of work and terms of the contract.

PERFORMANCE AREAS

Management Responsiveness: Evaluate the adequacy of the contractor’s responsiveness and their ability to keep the government informed of work progress and provides for early problem identification and effective corrective action plans.

Schedule Control: Evaluate the contractor’s adherence to completion schedule.

Performance: The contractor will be evaluated as to the workmanship and adherence to the statement of work.

EVALUATION CRITERIA

(Outstanding). Indicates performance clearly exceeds contractual requirements. The area of evaluation contains few minor problems for which corrective actions appear highly effective.

(Satisfactory). Indicates performance clearly meets contractual requirements. The area of evaluation contains some minor problems for which the corrective actions appear satisfactory.

(Unsatisfactory). Indicates the contractor failed to satisfy contractual requirements and recovery is not likely in a timely manner. The area of evaluation contains serious problems for which the corrective actions were ineffective.

DOCUMENTATION

Documentation used to perform surveillance will consist of random government inspections and inspection records, as well as the evaluation of final work product delivery by the project COR/COTR.

RATING

Contractor will be given an overall rating of Outstanding, Satisfactory, or Unsatisfactory by the Government Technical point of contact or Contracting Specialist Representative, if appointed, 3 using the above evaluation criteria.