PR 84678660 Performance Work Statement to Upgrade Replace Hoist and Trolley Crane B00419 REV 01 .pdf

PERFORMANCE WORK STATEMENT (PWS)

FOR

TROLLEY MODIFICATION ON CRANE B419

AT

Watervliet Arsenal

Building 35

PR 84678660 / W16H1F324301AD

Manufacturing Engineering Division (TAWV-ODE)

PART 1 GENERAL

1.01 Overview.

A. This Performance Work Statement (PWS) defines the required specifications for the modification of hoist and trolley on Crane B00419, Building 35, High Bay Area, (Tubes Chrome Plating)

1.02 Hours of Operation.

1.03 General Requirements.

A. Work will be performed at the Watervliet arsenal facility, bldg. 35, High Bay Area.

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 PWS.

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 review the current condition of equipment before submitting a proposal to eliminate any unforeseen circumstances prior to providing pricing.

1.04 Safety Requirements.

A. Contractor shall adhere to OSHA, state, and local safety guidelines, laws, rules, and regulations.

B. Contractor shall conform to all applicable ANSI, CMAA, and HMI specifications and/or standards C. Comply with CMAA specification 70 D. All electric equipment shall be UL listed and compliant with any applicable industry standards.

1.05 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.

1.06 Project Schedule.

1.07 Permits.

1.08 Equipment Identification.

1.09 Applicable Documents.

1.10 Submittals.

PART 2 PRODUCTS

2.01 General.

PART 3 ITEMS OF WORK

A. General.

1. The contractor shall coordinate with WVA personnel through the Contract Officer’s

Representative (COR) to gain access as required.

2. The contractor’s final submission shall include costs of ALL the work required to modify the lift height of the current equipment to increase the highest hook height of the Auxiliary 10-ton hoist an additional 39” (+/- 1”) of lift height above grade from the process floor in the High Bay, Chrome Facility in Building 35, Watervliet Arsenal.

3. Offeror’s bids shall be all inclusive of the costs required to meet the specifications as outlined in the Performance Work Statement. The contractor shall re-design, remove, modify, and re-install, and test all required components (not limited to Hoist, Trolley, Hook/Wire, Load Block, and Controls) as per all applicable Army and Civilian Codes/Standards (e.g. OSHA). Any additional costs, “caveat emptor”, or modifications above and beyond the final contract award price required to meet any codes/standards, or WVA stakeholder requirements, are the responsibility of the successful bidder.

4. No modifications to the infrastructure (electrical, structural, or otherwise) shall be allowed to complete the tasks as outlined in this Performance Work Statement unless specifically allowed by the appropriate government stakeholders and representatives.

B. Upgrade/Replace Trolley and Hoist on Crane B00419, Chrome Plating Area

1. Contractor must get all approvals that are required from the original manufacturers (Shepard

Niles/Kone Cranes).

2. Crane Manufacturer is Shepard Niles S/N: 69842. Crane Capacity is 30/10 Ton. The contractor will be required to obtain any drawings they may require from a source (Kone Cranes) other than the WVA.

3. Re-configure existing 30/10 ton trolley on crane B419 to increase the highest hook height of the current equipment an additional 39” (+/- 1”) of lift height. This modification is required for products to clear process equipment, chemical tanks, and other obstructions. The modifications shall result in a total lift height of 72’ on the 10-ton auxiliary hoist, as measured at maximum hook height to the bottom of the floor in the basement in the tubes chrome facility.

4. Re-configure existing trolley as required including controls cab, resistor banks, and trolley conductor system to facilitate a 180 ˚ rotation such that the auxiliary hoist faces to the north for easier access to the north furnace.

5. The functioning of the existing 30-ton main hoist shall be retained upon the completion of work outlined in this performance work statement, with the hoist capacity rated as necessary.

6. The mechanical and structural work shall be such that the auxiliary 10-ton hoist shall retain its current rating.

7. Since this crane is being modified from its original design, the crane shall be re-certified as per all applicable OSHA and ASME requirements, including a P.E. stamp which certifies the maximum load rating on the crane.

8. All mechanical components used shall have a factor of safety of 5 as required by OSHA standards for new cranes.

9. Load Test hoist on Crane, test at 125%. Use Test Weight, not waterbags. Price should include round trip transportation, on site costs and per-diem if required.

10. Test all functions for correct operation. All crane equipment shall be operated through a complete lift and lowering cycle and through a complete travel of the bridge and trolley to determine that the equipment shall perform smoothly and safely as per the applicable OSHA sections for modified cranes:

OSHA requires rated load tests for new and altered cranes as stated in OSHA's letter of interpretation to Mr. Thomas Hagerty dated March 4, 1991. OSHA's standard at 29 CFR 1910.179(b) states:

(2) New and existing equipment. All new overhead and gantry cranes constructed and installed on or after August 31, 1971, shall meet the design specifications of the American National Standard Safety Code for Overhead and Gantry Cranes, ANSI B30.2.0-1967, which is incorporated by reference as specified in Sec. 1910.6.

(3) Modifications. Cranes may be modified and re-rated provided such modifications and the supporting structure are checked thoroughly for the new rated load by a qualified engineer or the equipment manufacturer. The crane shall be tested in accordance with paragraph (k)(2) of this section. New rated load shall be displayed in accordance with subparagraph (5) of this paragraph.

11. Any defects shall be corrected by the contractor without any expense to the Government or

WVA.

12. All work shall be compliant with Crane Manufacturer’s Association of America, (CMAA), OSHA, ASME, NEC, and other applicable codes and standards (e.g. minimum 3” overhead clearance from obstructions, minimum 2” lateral clearance from obstructions, etc.)

13. Contractor shall provide 2 each (physical) copies and one electronic copy (PDF copy is preferred Autocad is acceptable), each of both structural and control systems (electrical schematics) to the Contracting Officer’s Representative which depict the crane structural and control systems.

14. Any additional costs such as rigging, steel plates required for load distribution on floors, etc.

are the responsibility of the contractor and these costs shall be included in each prospective bidder’s offer.

CLOSEOUT REQUIREMENTS

a. Cleanup of Work Site.

b. Final Repairs and Restoration to Work Site.

APPENDICES

Consolidated List of Submittals

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

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.