SOW.pdf

STATEMENT OF WORK

FOR

SEWAGE LIFT STATION REPAIR

BASE CAPE COD

DECEMBER 2, 2020

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 furnish and install a complete functioning sewage lift station system to include sewage pumps (2), rail system, piping, wiring, electrical controls, sensors, alarms, and enclosures (Fig.2, Fig.3) at the sewage lift station adjacent to building 5214 (Fig.1) located on USCG Base Cape Cod in Bourne, MA 02542. Contract to include demo and disposal of existing.

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: All work will be on Joint Base Cape Cod, adjacent to building 5214.

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 the 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 the work site appropriate for the traffic to be encountered at each work site.

1.10.2 CONFINED SPACE: Subterranean site work is considered Confined Space Entry.

USCG will not assist in any manner which would cause liability to the USCG. While performing Confined Space entry the Contractor shall comply with all applicable State and Federal regulations. The Contractor is responsible for their Confined Space Entry program. The Contractor shall demonstrate the ability to perform air quality test and monitoring to the BCC Environmental Health and Safety Department (EHS). EHS will review and approve the Contractor’s confined space entry permit. Joint Base Cape Cod Fire Department is the emergency response agency.

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 90 calendar days of issuance of the Notice to Proceed (NTP).

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

SECTION 221329

1.0 GENERAL

1.1 SCOPE: Remove existing sewage lift station pumps, rails, sensors, and electrical components and install a complete new sewage lift station system adjacent to building 5214 Osborne Pond Road, USCG Base Cape Cod, on Joint Base Cape Cod, Buzzards Bay, MA 02542.

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

1. Disconnect pumps (2), piping, fittings, ball checks, rails, electrical supply wiring, controls, alarms, wiring, and enclosure.

2. Remove and dispose of old equipment and debris.

3. Existing concrete pit to support new sewage lift station equipment will remain.

4. Install new replacement sewage lift station equipment. New system to meet or exceed existing system design capacities and capabilities.

5. Installation must be Federal and Massachusetts code compliant.

6. Install new electrical enclosure, pump controls, sensors, alarms, lamps, horns, and electrical wiring.

7. Install new circuit breaker in existing electrical panel per manufacturer’s recommendation.

8. Install new pumps, rail system, piping, fittings, ball checks, and other items needed for a complete functioning system.

9. Run test equipment for minimum of one hour each pump and ensure pumps are working properly.

10. Ensure all limits and alarms are working properly.

11. Ensure enclosures are weather tight.

12. Label service disconnects and circuit breaker.

13. Provide manufacturer’s O&M training to USCG Base Cape Cod crew.

14. Furnish manufacturer’s O&M manuals to the COR upon completion of project.

1.3 SUBMITTALS: Submittals required by Section 221329 Products shall be sent by email directly to the COR.

1.3.1 PRODUCT DATA: Include performance data, operating characteristics, furnished specialties, and accessories.

1.3.2 Product Manufacturers installation instructions.

1.3.3 Field quality-control test reports.

1.3.4 Required warrantees completed with all required information and signed.

1.3.5 Operational and maintenance manual for the pumps, alarms, controllers and all associated material furnished under this contract.

2.0 PRODUCTS:

2.1 SEWAGE LIFT STATION: Replacement equipment shall be the following brand name or equivalent:

1) (2) Liberty submersible grinder pumps model number LPXLSG202M-2, 2 horsepower, single stage, 230 volt, 1 phase, with 25 foot power cord, or equivalent.

2) Duplex control panel, intrinsically safe, 120/208/240 volt, 1 phase, 20 – 30 amp, NEMA 4x 50 foot include (3) pilot duty float switches, or equivalent.

3) (1) Liberty grinder cap kit model number LPK001641, 230 volt, 1 phase, or equivalent.

4) (2) Liberty guide rails with ball check valves model number LPGR20BC, or equivalent.

5) Schedule 40, stainless steel, 1 ¼”, pipe sections, approximately 20 feet in length.

3.0 EXECUTION

3.0.1 DEMOLITION: Remove and dispose of existing system.

3.1 HOUSE KEEPING:

3.1.1 Existing concrete pit may be adequately sized for the new installation. Make any changes and repairs necessary for installing and anchoring the new equipment.

3.2 PLUMBING: All work shall conform to Federal and Massachusetts Plumbing Codes.

Provide plumbing and piping necessary to connect the new system to the existing piping.

Extend all piping at full size of discharge. All piping shall be neatly arranged, level, plumb, and square.

3.3 ELECTRICAL: All wiring must be N.E.C. Class 1. Appliance must be electrically grounded as required by National Electrical Code ANSI/NFPA 70-latest edition. Conduit shall be supported properly, and independently of appliance casing/jackets. After all installations are completed label circuit breaker.

3.4 EQUIPMENT INSTALLATION: Installation shall follow the manufacturer’s instructions. Any deviations from the manufacturer’s instructions shall be submitted in writing to and approved by the COR prior to work.

4.0 COMMISSIONING

4.2 Commissioning Authority (CxA) shall work with the Contractor and the COR to direct and oversee the Cx process and perform Functional Performance Testing of the installed systems and equipment provided or altered, listing the same if possible. (All components - independently, lead/ lag operation, and functioning together; operation of all safety features, alarms, and controls.)

Figure 1. Lift station Location

Figure 2. Lift station bulkhead and duplex enclosure

Figure 3. Site condition - confined space

SECTION 01010