W911PT-15-Q-0144-0001.docx

W911PT-15-Q-0144

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

SCOPE OF WORK

REPLACE BLOW DOWN LINE AT BOILERHOUSE

Building 136

Work Order #: 5PW111

AAS #: 152170034

Watervliet Arsenal Installation Management, Public Works Division Facilities Engineering (TAWV-IMP-F)

Revised: 17 September 2015

PART 1 GENERAL

1.01 Scope.

A. This Statement of Work (SOW) defines the effort required for the replacement of approximately 170 feet of 3” blow-down steel piping in the basement of Building 136.

1.02 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.

1.03 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.

1.04 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.

1.05 Safety Requirements.

A. 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. 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 Contracting Specialist.

1.06 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 21 calendar days after notice to proceed was given. The time stated for completion shall include final cleanup of the premises.

1.07 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: 5PW111

1.08 Applicable Documents.

A. Watervliet Arsenal Instructions for Contractors (WAIC).

1.09 Qualifications.

A. All welding shall be accomplished by an ASME certified welder. The contractor shall submit proof of welder certification for all workers prior to starting work.

B. All welding shall be performed in accordance with ASME B31.1.

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.

2.02 Materials.

A. Pipe. A106B steel pipe, 5” nominal, schedule 80.

PART 3 WORK TASKS

3.01 Remove Existing Piping.

A. The contractor shall remove and dispose of existing 3” blow-down piping as shown on Appendix C.

1. The piping runs overhead from the southwest corner of B136 basement, along the south wall, turns north and connects to an existing 5” reducing section. The line shall be replaced from the blank-flanged origin at the southwest corner, to the existing 5” piping where the reducing section exists.

B. Branch lines which were connected to blow-down piping shall remain in place for reuse.

C. Hangers shall remain in place for reuse.

3.02 Install New Blow-Down Piping.

A. The contractor shall provide and install new 5” blow-down piping, with placement in-kind with original installation.

B. Existing hangers shall be reused. It is assumed all hangers are in good condition. The contractor shall notify the project COR of any hangers found to be damaged or in a state requiring replacement.

C. All branch connections which were separated from old blow-down piping shall be joined to new piping.

D. The contractor shall join new piping to existing using 3,000# weld-o-lets or shall submit for Government approval alternate method.

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 Warranty.

A. The contractor shall provide a 1 year warranty on workmanship.

PART 5 APPENDICES

A. Consolidated List of Submittals B. Quality Assurance Surveillance Plan (QASP) C. Diagram of Blow Down Piping

APPENDIX A: Consolidated List of Submittals

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.

(End of Summary of Changes) image1.wmf