STATEMENT OF WORK-REPAIRS TO WEIGHT HANDLING EQUIPMENT.doc

DOC document 6 MB Posted

Attached to
WEIGHT HANDLING EQUIPMENT REPAIRS - BASE CAPE COD
Solicitation number
2120520PFB179
Issued by

View the file

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

STATEMENT OF WORK

FOR

WEIGHT HANDLING EQUIPMENT

REPAIR & CERTIFICATION

BASE CAPE COD

November 5, 2019

SECTION 01010

GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1 SCOPE: The Contractor shall provide all personnel, equipment, tools, materials, supervision, and other items and services necessary to evaluate, troubleshoot, perform repairs, provide written cost estimates for repairs, and recertify weight handling equipment (6) in accordance with 29 CFR 1919 at USCG Air Station Cape Cod located on USCG Base Cape Cod in Bourne, MA 02542.

1.1.1 REQUIRED WORK: This list should not be considered complete. It represents the general items needed to complete the contract requirements.

A. OTC, model number 5012A, serial number NA (see photo 1).

Pneumatic-Hydraulic floor jack, 25 ton capacity, located at building 124.

· Perform operational testing.

· Confirm jack retracts and lowers per manufacturer’s design.

· Provide written estimate for all repairs.

· Provide written certification.

B. Conco, model number AG23-6, serial number NA (see photo 2).

Monorail crane with chain hoist, 4,000 pound capacity, located at building 124

Unit number 15307

· Clean upper and lower beam assembly

· Perform operational testing.

· Perform testing (nondestructive type) to all welds including those attaching upper beam to lower beams to determine the existence of damage or cracks to monorail system.

· Provide written estimate for all repairs.

C. R&M, model number SX20410020P15FCL0S, serial number HLW28247 (see photo 3). Gantry crane, 4,000 pound capacity, located at building 3181 hangar bay. Unit number 16060

· Perform operational testing.

· Perform testing (nondestructive type) of bridge drive gear case.

· Verify existence of damage or cracks in gear case assembly.

· Provide written estimate for all repairs.

D. R&M, model number SX20410020P15FAL0S, serial number HLW28231(see photo 4). Underhung crane, 4,000 pound capacity, located at building 3181 room 170. Unit number 16061

· Clean crane assembly.

· Replace wire rope on hoist.

· Perform operational testing.

· Provide written certification.

E. Nitchi, model number EC40100, serial number 1112009 (see photo 5) Jib hoist, 1,000 pound capacity, located at building 3181 room 101

Unit number 16063

· Replace Nichi hoist in kind.

· The replacement shall be of equal in operations and capacity.

· Upon completion, the replacement shall be a complete functioning system.

· Provide written estimate for all repairs.

· Provide written certification.

F. Giant Lift, model number NA, serial number 6529 (see photo 6) Material lift, 5,000 pound capacity, located at building 3181 hangar bay.

Unit number 16065

· Diagnose deficiencies.

· Provide written estimate for all repairs

G. Skyjack, model number SJ111E3215, serial number 152050 (see photo 7)

Scissor lift, capacity not available, located at building 3181 hangar bay.

· Perform operational testing.

· Provide written certification.

1.2 SITE VISITS: Bidders are strongly recommended to inspect the site where work is to be performed to satisfy them regarding all general and local conditions that may affect the cost of contract performance, to the extent that the information is reasonably obtainable. In no event shall failure to inspect the site constitute grounds for a claim after contract award. Arrangements for such visits shall be made by contacting the COR, 508-968-6648, any questions regarding this specification or the work shall be addressed in writing and directed to the Contracting Officer.

1.3 LOCATION: Work will be performed at buildings 124 and 3181 located on Joint Base Cape Cod, Buzzards Bay, MA 02542.

1.4 HOURS OF WORK: Normal working hours for the contract are 7:00 A.M. to 4:00 P.M., Monday through Friday (excluding Federal Holidays). If the Contractor desires to work other than normal duty hours, on weekends or federal holidays, he/she must request written permission from the Contracting Officer at least 36 hours in advance of such work and approval must be received prior to the requested work time. The Contractor shall coordinate the work schedule and all work with the COR. The Contractor shall not make any attempt to access any work areas without prior arrangements with the COR.

1.5 PRECONSTRUCTION CONFERENCE: Upon award of the contract and prior to starting the project, the Contractor shall attend a pre-construction conference with the Contracting Officer to ensure a complete understanding of the project. The Contractor shall pay for all expenses incurred by him in this regard. All questions shall be resolved and confirmed in writing if required.

1.6 SECURITY REQUIREMENTS: All Contractor personnel scheduled to work on JBCC shall be subject to a National Crime Information Center (NCIC) background check in order to gain access through the Base security gates. To process the NCIC background check, all Contractors shall provide the following information: name, citizenship, drivers’ license state and number, and date of birth. The NCIC form shall be filled out by the Contractor, listing all personnel that require access to JBCC; form shall be submitted to the COR for processing at least 7 calendar days prior to the date of access.

1.6.1 Contractor’s vehicles shall have a valid and current proof of insurance and vehicle registration. The drivers shall have a valid license and all passengers shall have a positive photo ID. All Contractor vehicles must enter the Base through the main gate on the Bourne side of the Base property.

1.7 REMOVAL OF CONTRACTOR EMPLOYEES: All employees of the Contractor in the performance of this contract, or any representative of the Contractor entering the worksite, shall abide by all applicable regulations and shall submit to security checks as may be deemed necessary. The Government reserves the right to direct the Contractor to remove from the performance under this contract, any employee, for misconduct or security reasons. This shall not relieve or constitute an excuse from the contract performance. Upon dismissal the employee shall render any and all identification for entry to the worksite.

1.8 SCHEDULE OF WORK: After receiving the notice to proceed, the Contractor shall submit a Schedule of Work on the Government furnished form or other form approved by the Contracting Officer. The Contractor shall not commence work under this contract without receiving a copy of the signed, approved schedule.

1.9 LABOR & DAILY LOGS: All personnel shall be skilled and have sufficient knowledge and experience necessary to perform work assigned to them. The Contractor shall complete the Base Cape Cod daily log form at the end of each working day and deliver weekly to the COR. The Government will attest to its accuracy by initialing the form and providing a copy back to the Contractor.

1.10 SAFETY: The Contractor shall take all necessary precautions to meet proper safety standards and regulations of the State and Federal Codes. OSHA regulations apply to all work performed on site. In addition, the Contractor shall conform to any restrictions as may be outlined by the Base Safety Officer and Fire Department during the course of the contract. Prior to doing any welding or burning with a torch the Contractor shall obtain a “hot work” permit from the USCG FED Safety Office.

1.10.1 TRAFFIC CONTROL: The Contractor shall provide any traffic control measures necessary to safely move traffic through or around pavement repair operations. Traffic control measures could consist of barriers, cones, detour signs, trained flag people and police details. Contractor shall be prepared to provide traffic control at each work site appropriate for the traffic to be encountered at each work site. Lee Road shall have flag people or Police Detail present while lanes are blocked. The Contractor shall close portions of Vandenberg Blvd under construction with detour signs. Specific traffic control measures will be discussed at the preconstruction meeting.

1.11 ON SITE SUPERVISION: The Contractor shall provide qualified supervision at all times when work is being conducted by Contractor employees or Sub-Contractor employees. Prior to commencing work, the Contractor shall submit a letter to the Contracting Officer designating an employee from his/her company as the foreman or supervisor. The supervisor shall be on site any time work is being performed. The supervisor shall be able to read, write, speak English, and have the authority to approve and accept delivery orders and minor (under $2000.00) modifications to delivery orders.

1.12 PROTECTION OF PROPERTY: The Contractor shall comply with the requirements of Paragraph 52.236-9 and 52.236-10 of the Federal Acquisition Regulation and the following: All existing grounds, fences, utilities, equipment, building components and adjacent property, including vehicles, shall be protected from any damage resulting from contract operations. Contractors will be responsible for any damage to Government property. Damaged property (done by the Contractor) shall be repaired by the Contractor, at Contractor’s expense, to meet previous existing conditions.

1.13 HAZARDOUS MATERIAL: The Contractor shall be solely responsible for any and all Contractor generated or owned hazardous materials. While performing work Specific herein, if potentially hazardous materials are utilized a MSDS will be submitted to the COR prior to its use. If the hazardous materials are encountered, the Contractor shall notify the COR immediately. The Contractor’s responsibility for handling hazardous material is incidental to work performed, i.e., the Contractor shall handle, remove, and properly dispose of only those hazardous materials necessary to complete the contract work.

1.13.1 Any commercial adhesives, sealants, adhesive primers, sealant primers, and associated surface preparation and cleanup solvents in containers greater than a net volume of 16 fluid ounces, or a net weight of one pound shall not exceed volatile organic compounds (VOC) limits as established in the Massachusetts Department of Environmental Protection promulgated Adhesives and Sealants regulations, 310 CMR 7.18(30)."

1.14 DISPOSAL OF REMOVED MATERIALS: Dumpsters placed on site require a permit. Permits are obtained from the USCG FED Safety Office. All material removed by the Contractor that is not indicated to be salvaged by the Government shall become the property of the Contractor. This material shall be disposed of legally off of Joint Base Cape Cod property. The Contractor shall not cause, suffer, or permit the handling, transportation, or storage of any material in a manner which results, or may result in emissions that cause or contribute to a condition of air pollution, any debris which could create air-borne dust must be shipped in a closed container or wet down and securely tarped over. The Contractor is responsible to comply with all applicable federal, state and local environmental and disposal regulations. The Contractor shall submit to the COR the following:

1.14.1 Bill of lading for all disposed materials.

1.14.2 Copy of landfill receipts.

1.14.3 Recyclers operating permit.

1.15 SUBMITTAL DESCRIPTION: Samples, catalog cuts, shop drawings, and other information shall be submitted by the Contractor as required by the list of submittals on the Submittal Register Form(s) which is included in this specification. No other forms shall be used or will be accepted by the COR

1.15.1 The Contractor shall submit a list of all hazardous materials with Material Safety Data (MSD) to the COR for approval prior to work commencement on this project. Storage of hazardous materials will not be permitted on Joint Base Cape Cod property.

1.15.2 All materials used by the Contractor shall comply with VOC Emission limits for use in the Commonwealth of Massachusetts (310 CMR 7.00). Cleaning and maintenance of the Contractor's and Sub-Contractor's equipment shall not be conducted on Joint Base Cape Cod property.

1.15.3 The Contractor shall ensure that adequate protective measures are taken to minimize personnel exposure to harmful substances. If protective measures are required, the Contractor shall include them in a Safety Plan and they shall be reviewed by the Contracting Officer prior to the start of any contract work involving use of the harmful substance.

1.16 RESTORATION AND CLEAN-UP: All areas disturbed by construction shall be restored to match the condition and material that existed prior to the start of work. The Contractor shall keep the work areas clean of trash and debris at all times. The Contractor shall not allow trash or debris to blow from the work area.

1.17 GOVERNMENT INSPECTION: The Contractor shall keep the COR informed of contract operations and plans so that they may arrange to be present at the various times that work is being performed.

1.18 PERFORMANCE PERIOD: All work under this contract including site cleanup, punch list, acceptance by the COR and required submittals shall be completed within (45) calendar days of issuance of the Notice to Proceed (NTP) by the Contracting Officer unless stated otherwise.

1.19 WARRANTY: The provisions of the entire warranty clause from paragraph 52.246-21 (April 84) and Federal Acquisition Regulation are incorporated into this contract. The clause is written, in part, as follows:

“In addition to any other warranties set out elsewhere in this contract, the Contractor shall warrant that work performed under this contract conforms to the contract requirements and is free of any defect of equipment, material, or design furnished or workmanship performed by the Contractor or any of his Sub-Contractors or suppliers at any tier. Such warranty shall continue for a period of one year from the date of final acceptance of the work.”

END OF GENERAL SECTION

Photo 1. OTC pneumatic-hydraulic floor jack

Photo 2. Conco monorail crane with chain hoist

Photo 3. R&M gantry crane

Photo 4. R&M underhung crane

Photo 5. Nitchi jib hoist

Photo 6. Giant Lift material lift

Photo 7. Skyjack scissor lift

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