W912WJ-16-Q-0165.pdf

W13G8640767706

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W912WJ-16-Q-0165 13-Jun-2016 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

SEE SCHEDULE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

23-Jun-2016(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

978/318-8720KIMBERLY B PUMYEA

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W912WJ-16-Q-0165

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Replace Control Valves at West Thompson

FFP

The contractor shall provide all labor equipment, materials for the replacement of the hydraulic control valves at West Thompson Lake in accordance with attached Statement of Work.

FOB: Destination

MILSTRIP: W13G8640767706

PURCHASE REQUEST NUMBER: W13G8640767706

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Replace Control Valves at Mansfield Holl

FFP

The contractor shall provide all labor equipment, materials for the replacement of the hydraulic control valves at Mansfield Hollow Lake in accordance with attached Statement of Work.

FOB: Destination

MILSTRIP: W13G8640767706

PURCHASE REQUEST NUMBER: W13G8640767706

NET AMT

Section C - Descriptions and Specifications

STANDARD LANGUAGE

*SITE VISITS ARE HIGHLY RECOMMENDED PRIOR TO PROVIDING A QUOTE. SEE CLAUSE

52.236‐27 FOR ADDITIONAL INFORMATION. Offerors are notified that the basis for award is price alone.

*PLEASE DIRECT QUESTIONS TO KIM PUMYEA AT (978) 318‐8720 or kimberly.b.pumyea@usace.army.mil. ANY INFORMATION RECEIVED AT THE SITE VISIT

WHICH CONFLICTS WITH THIS SOLICITAION SHOULD BE BROUGHT TO THE ATTENTION OF MS.

BRADLEY. THE SOLICITATION AND RESULTING CONTRACT SHALL BE THE GOVERNING DOCUMENT

IN ALL CASES.

** QUOTES CAN BE FAXED OR E‐MAILED TO KIMBERLY B. PUMYEA AT (978) 318‐8207 or kimberly.b.pumyea@usace.army.mil. E‐mail is the preferred method.

NOTE 1: In accordance with FAR Part 28.102‐1(b)(1), the Contractor will be required to provide one of the following payment protections for all construction contracts greater than $35,000.00 but not greater than $150,000.00.

(i) Payment bond

(ii) Irrevocable letter of credit

A Payment Bond or Irrevocable Letter of Credit is the SELECTED payment protection for the Government. The penal amount of bond shall be 100% of the original contract price. If the contract price increases, the Government will require an increase in the penal sum of the existing bond. This bond shall be submitted to the Contracting Officer within 10 days after receipt of award.

NOTE 2:

QUOTATION INSTRUCTIONS:

1. If subcontractor will be used for this work, please provide company name and credentials/qualifications:

2. Contractors must be registered in the System for Awards Management (SAM) database (www.SAM.gov) to receive an award. (Formerly the Central Contractor Registration (CCR) database and the On‐Line Representations and Certifications (ORCA).) Any reference to CCR or ORCA in any clause or provision is referring to the www.sam.gov website. Please note that Google and Google Chrome are not supported browsers for SAM registration. Mozilla FireFox, Safari, and Internet Explorer are supported browsers.

SAM.gov registration takes approximately 3 weeks (DUNS registration 1‐2 business days; CAGE code validation up to 10 business days; IRS validation and overall submission 7‐10 business days). It is the contractor’s responsibility to track SAM.gov registration and follow‐up with required tasks. SAM.gov registration does not have to be “active” to be able to submit a quote. However, contractors must have an active record before a contract award can be made. If SAM.gov registration is not completed in a timely fashion in accordance with the SAM.gov timelines, the Government reserves the right to disqualify the quote in accordance with FAR 52.204‐7(d).

NOTE: SAM registration may take up to three (3) weeks.

3. Provide business DUNS number: _______________________________ (phone 800‐ 333‐0505 for DUNS).

4. Provide business CAGE code: __________________________________

5. Tax Identification Number: ___________________________________

6. Contractors shall provide completed FAR clause 52.204‐8 (Annual Representations and Certifications) found in Section K of this solicitation with their quote, if the Contractors have not completed their annual representations and certifications electronically via the SAM website at www.sam.gov. (See Paragraph 2 above)

7. Contractors are not required to submit an Accident Prevention Plan (APP) with their quote. The successful offeror will be required to submit this document upon award. The APP must be accepted by the Government Designated Authority prior to the preconstruction conference.

SOW

REPLACE HYDRAULIC CONTROL VALVES

U.S. ARMY CORPS OF ENGINEERS

WEST THOMPSON LAKE, NORTH GROSVENORDALE, CT

MANSFIELD HOLLOW LAKE, MANSFIELD CENTER, CT

Scope of Work

I. General Scope of work

Furnish all equipment, materials and labor for the replacement of the hydraulic control valves at two facilities; West Thompson Lake and Mansfield Hollow Lake and the installation of 10 new ball valves at Mansfield Hollow Lake. Replacement for these actuators is to be performed for the purpose of facility maintenance.

1. Location

1. West Thompson Dam – 162 West Thompson Rd., North Grosvenordale, CT 06255

2. Mansfield Hollow Dam – 141 Mansfield Hollow Rd., Mansfield Center, CT 06250.

2. Site Visit

Contact the Technical Point of Contact, Park Manager, Ed Greenough (978) 318-8554 or edward.p.greenough@usace.army.mil to arrange a site visit.

3. Schedule The work will be completed no later than 120 days after Contract Award. The Gate Houses will be accessible for work Monday through Friday 8:00 AM to 3:00 PM. No work shall be done on weekends or Government holidays. All work must be done during those hours unless additional hours are approved by the Technical Point of Contact.

4. Safety The contractor will comply with all pertinent provisions of the latest edition of the U.S. Army Corps of Engineers Safety and Health Requirements COE EM 385-1-1. A copy of COE EM 385-1-1 is available for reference at the project office or the manual may be viewed at the following link:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385- 1-1.pdf The contractor shall also comply with all OSHA work safety standards. The project staff can and will order the cessation of work at any time should the safety of employees and visitors become jeopardized

5. Preconstruction Conference

Prior to the start of any work, the Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s Project Manager and Quality Control Personnel will attend this meeting. This conference will be held at the time and location agreeable to the government and contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government’s administration and inspection of contract work or obtain other pertinent information that might be required. At the Preconstruction conference the contractor shall provide to the name of the project superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this Pre-work Conference:

i. Authority of the Technical Point of Contact and Quality Assurance Inspectors.

ii. Contractor’s Safety Program (including sub-contractors).

iii. Accident Prevention Plan and Activity Hazard Analysis (Submitted & accepted prior to start of work on site)

iv. Weekly Safety Meetings (Documented on NED Form 251)

v. Accident Reporting (ENG Form 3394)

vi. Safety Data Sheet (SDS) requirements

vii. Correspondence, Communication and Administrative Procedures.

viii. Invoice and payment.

6. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

7. Security The contractor will comply with all established security policies at the West Thompson and Mansfield Hollow Projects. Due to periods of heightened security that may affect the access to the areas covered under this contract, the Government reserves the right to close any property or portion of property and reschedule and/or cancel any subsequent service. The Contractor shall be given at least 24 hour notice of any such closure.

8. Contractor Conduct

Alcohol and firearms are prohibited on project grounds. Contractor and employees must comply with CFR 36 Rules and Regulations.

9. Payment

Payment on this contract will be made after final inspection and acceptance by the Government. The contractor will furnish the Technical Point of Contact with an accurately detailed invoice by line items, in a timely manner stating the services performed the quantities, and the amount to be paid. Payment shall be made for the actual services performed at the applicable contract price.

The Invoice may be mailed to:

West Thompson Lake 449 Reardon Rd.

North Grosvenordale, CT 06255 Or emailed to edward.p.greenough@usace.army.mil Or faxed to the Park Office at (860) 923-1126

10.

II. Technical Requirements:

Part 1 General:

Requests for Information:

Requests concerning the work of this project should be directed to the Technical Point of Contact at the West Thompson Lake Project Office at (978)318-8554 or Edward.p.greenough@usace.army.mil.

Submittals:

Although the Government technically reviews submissions required by this scope of work, it is emphasized that the Contractor’s work must be prosecuted using proper internal controls and review procedures. The documents identified below must be prepared in accordance with the applicable standards, submitted for review and accepted by the government prior to the commencement of any field activities.

Proposal and drawings for modifications to piping of control valves adding ball valves Ball valve certifications Control Valve certifications Manufacturer Warranty documents Environmental Protection Plan Modified Accident Prevention Plan (APP) – Prior to the start of field work Modified Activity Hazard Analysis (AHA) – Prior to the start of field work As-Built Sketch: Sketch shall show the changes (both additions & deletion) to the hydraulic system completed during the contract and the relationship to the existing system. The Sketch shall include sufficient detail and labeling to clearly identify the work completed during the contract. The sketch may be computer generated or drawn by hand and shall be on a paper size no smaller than 8.5 inches x 11 inches.

Clean Up:

The Contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials.

Upon completing work in an area the contractor shall remove any tools, equipment, and materials that are not the property of the government. Upon completion of work, the Contractor shall clean up the job site to the satisfaction of the Government.

Government Resources:

The contractor is responsible for providing all materials to complete the project. Unless specified in the contract, the Government will not provide any equipment, telephone services or other resources. The contractor may use the restroom at the West Thompson Lake and Mansfield Hollow Lake Project Office but must proceed directly to and from the restroom.

Omissions:

This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

Quality Assurance:

The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, and the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor, or by Government employees.

Receiving and Storing Materials:

The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive material or supplies for the contractor and will not be responsible for damage to contractor equipment or material.

Project/Site Conditions and Operational Restrictions Flow through West Thompson Dam is controlled by three hydraulically operated slide gates located underneath the intake tower. Hydraulic cylinders are located in the gate chamber at the base of the gate tower. The hydraulic power units (pumps, motors and tank) and gate control valves are located on the operating floor. The gates and the hydraulic system are over 50 years old.

Flow through Mansfield Hollow Dam is controlled by five hydraulically operated slide gates located in a tunnel under the spill way section of the dam beginning at the base of the gate house. The hydraulic power units (pumps, motors and tank) are located on the 2nd floor down. The gates and gate control valves are located in the tunnel 3 floors down. The gates and the hydraulic system are over 50 years old.

Existing hydraulic gate control valves at each project shall be replaced with the same or better capabilities. At Mansfield Hollow Dam work shall be planned so that only one hydraulic power unit will be unavailable at any time to allow gate operation. At West Thompson Dam the power units are connected by a single supply pipe so work must be scheduled to minimize down time. The contractor shall provide a means to operate at least one in gate at West Thompson Dam in an emergency flood control situation with 24 hours notice. System shutdown will be permitted for a short time period to allow replacement of system components.

In the event that it becomes necessary to operate the reservoir for flood risk management purposes, the Contractor will be given a minimum of 24 hours advance notice. Upon such notification, the Contractor shall suspend construction operations, and take such other actions and perform such additional work as directed by the Technical Point of Contact to prepare the dam for flood risk management operations.

Environmental Protection:

The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction.

Issues of concern shall be defined within the Environmental Protection Plan as outlined in this section. The Contractor shall address each topic at a level of detail appropriate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but which the Contractor considers necessary, shall be identified and discussed after those items formally identified in this section.

A. Compliance No requirement in this Section shall be construed as relieving the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

B. Contents The environmental protection plan shall include, but shall not be limited to, the following, as appropriate for the work.

1. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection Plan.

2. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

3. Spill Control plan shall include the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68, 40 CFR 302, 40CFR 355, and/or regulated under State or Local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1. This plan shall include as a minimum:

i. The name of the individual who will report any spills or hazardous substance releases and who will follow up with complete documentation. This individual shall immediately notify the Technical Point of Contact and Environmental Protection Specialist in addition to the legally required Federal, State, and local reporting channels (including the National Response Center 1-800-424-8802) if a reportable quantity is released to the environment. The plan shall contain a list of the required reporting channels and telephone numbers.

ii. The name and qualifications of the individual who will be responsible for implementing and supervising the containment and cleanup.

iii. Training requirements for Contractor's personnel and methods of accomplishing the training.

iv. A list of materials and equipment to be immediately available at the job site, tailored to cleanup work of the potential hazard(s) identified.

v. The names and locations of suppliers of containment materials and locations of additional oil recovery, cleanup, restoration, and material-placement equipment available in case of an unforeseen spill emergency.

vi. The methods and procedures to be used for expeditious contaminant cleanup.

4. A non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal. The plan shall include schedules for disposal. The Contractor shall identify any subcontractors responsible for the transportation and disposal of solid waste. Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facility's acceptance of the solid waste shall be attached to this plan during the construction.

Contractor Qualifications The contractor will have a minimum of five (5) years of experience working with service and repair of hydraulic systems.

Part 2 Products:

General Provide materials and mechanical equipment that conform to the requirements indicated or specified, and if not specified, furnish materials and mechanical equipment of the best commercial grade quality suited to the intended use and as approved. The manufacturer's name, address, and catalog number shall be permanently displayed on a nameplate securely attached to each major item of equipment.

Standard Products

All equipment and materials provided shall be the standard products of a reputable manufacturer who has been regularly engaged in the commercial production of similar products for a period of at least 5 years prior to the award of this contract.

All material, supplies and equipment provided shall compatible, meeting the same capacity and pressure requirements.

Hydraulic control valves:

o Must meet original control valve specifications for direct replacement:

o West Thompson Lake

Vickers Model number C384 C-S261

a. 4 port – 3 way spring centered valve

b. Lever Controlled

c. Port Size: 1 ½ inch pipe.

o Mansfield Hollow Lake Logansport Machine Co. Inc.

Model number 7031

a. 4 post – 3 way spring centered valve

b. Lever Controlled

c. Port Size: 1 ½ inch pipe

Ball Valves o Valves shall have a minimum working pressure rating of 1000 psi unless stated otherwise.

o Valves shall have SAE straight thread ends and Buna N 0-rings with tube fittings.

o Valves shall be made of stainless steel and designed for use with hydraulic oil.

o Valves to be installed on 1 ¼ inch pipe

Pipe o Pip e shall be seamless steel conforming to ASTM A106/A106M, Grade B.

o Th e piping weight class for pressure (supply) pipe shall be Schedule 80.

o Th e piping weight class for return and equalizing pipe shall be Schedule 40.

Pipe Fittings o Flanges shall conform to ASTM A182/A182M with the grade suitable for the pipe to which attached.

o Threaded fittings shall also conform to the above.

Unions o Unions shall be four bolt split flanges with Buna N 0-rings for the unions.

Carbon Steel Bolts and Nuts o Carbon steel bolts and nuts shall conform to ASTM

A354, Grade BC, with ASTM A194/A194M, Grade 2H nuts.

o Structural bolted connections carrying primary loads shall be made with ASTM A325 bolts

Stainless Steel Bolts and Nuts o Stainless steel bolts and nuts shall conform to ASTM A193/A193M, Grade

B7 or Bl6, with ASTM Al94/Al94M, Grade 8 nuts.

Flat Washers o Flat washers shall conform to ASTM F 844.

Hydraulic Fluid o Replacement fluid shall meet or exceed current specification and be compatible with replacement hydraulic pumps.

o The hydraulic fluid to refill the system after installation shall be all-weather type hydraulic oil which has a high viscosity index, low pour point, rust and oxidation inhibitors, and antifoam properties.

o The oil shall also be formulated to separate quickly from water to prevent formation of emulsions. All oil shall be supplied by the Contractor.

Note: Presently using Amalie All Climate 150 at West Thompson Dam.

Note: Presently using Travellers Universal Hydraulic Fluid at Mansfield Hollow Dam.

Part 3 Execution:

Demolition:

The contractor shall remove and properly dispose of existing hydraulic control valves, hydraulic fluid lost while disconnecting the valves and any piping, and associated parts not being reused.

Installation:

Install the equipment specified to complete the hydraulic power systems for operation of the slide gates. Installation of hydraulic components shall be in accordance with the manufacturer's recommendation.

o Test system for leaks and proper operability.

At West Thompson Lake, the contractor shall install a return line from each control valve back to the hydraulic reservoir.

Filling and Bleeding the System

The complete hydraulic power system shall be bled to remove all air from the system.

Care shall be taken to exclude as much air as possible during refilling. The system, once r e filled, shall be bled of air, operated, and periodically bled during operation to remove any air that might have been entrained in the system.

Painting

All exposed exterior surfaces of assemblies and equipment except stainless steel, synthetic rubber, and plastic, shall be shop primed and coated with a durable enamel paint which matches the existing paint scheme.

INSTALLATION ENGINEER

Contractor shall obtain the services of an experienced installation engineer who is regularly employed by the hydraulic control valve manufacturer to supervise the installation, start-up, adjustment and operation, and testing of the equipment provided.

The installation engineer shall furnish a signed statement stating that the final installation and start-up of the hydraulic power system has been inspected, witnessed, and complies fully with the manufacturer's warranty requirements. The installation engineer shall also provide a minimum of 1 hour of instruction covering operation and maintenance of the new equipment to the Government's operating staff.

FIELD TESTS AND INSPECTIONS

Field Testing

Conduct testing in the presence of the Technical Point of Contact unless waived in writing.

Submit a certified field test report. Conduct testing under the direction of the installation engineer or manufacturer's representative.

Pressure Testing

The piping system shall be hydrostatically tested to not less than 125 percent of the design working pressure. Any equipment that might be damaged by this pressure shall be isolated or removed to prevent damage. The proof test pressure shall be maintained for 12 hours. All welded, flanged, flared, and threaded connections shall be carefully examined for leakage, and all lines shall be inspected for evidence of deflection caused by inadequate anchorage. No leakage or deflection will be allowed.

Final Acceptance Tests

In preparation for the final acceptance tests, and after completion of the installation and proof tests, operate the hydraulic power system to prove acceptability. Preliminary tests shall be conducted at minimum pressures and velocities until initial adjustments have been proven safe for normal operation. Details of all operations shall be constantly monitored for signs of impending trouble and corrections shall be made as necessary to prevent damage to the equipment. At such time as the Technical Point of Contact may direct, conduct the following complete acceptance tests on the hydraulic power system for approval. Any deficiency adjustments disclosed by the tests shall be corrected immediately and the test repeated until satisfactory results are obtained. No subsequent tests will be permitted until all preceding tests have been completed satisfactorily. Upon completion of the final acceptance tests, furnish a written statement that the hydraulic power system has been field tested and meets all operational requirements.

Initial Start-Up

The hydraulic reservoir shall be inspected to ensure that the fluid is at the proper level.

Combined System Tests

Tests and inspections of the hydraulic power system shall be performed concurrently with the testing specified under other sections of these specifications which test the mechanism operated by the hydraulic system. The hydraulic system shall be tested by operating the mechanism through a minimum of four complete cycles. During each test operation, the hydraulic lines and components shall be inspected for evidence of leakage. The pressure in the supply and return lines for each direction of operation shall be read and recorded.

Response of components to operation of applicable controls shall be inspected to ensure that all connections have been made properly.

Test Reports

Prepare and complete test reports showing in detail the results of the field tests. The test reports shall include a detailed tabulation showing values of pressures, flow rates, and all adjustments recorded.

REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME B16.11 (2009) Forged Fittings, Socket-Welding and Threaded

ASME B31.1 (2010) Power Piping

ASME B40.100 (2005) Pressure Gauges and Gauge

Attachments

ASTM INTERNATIONAL (ASTM)

ASTM A106/A106M (2010) Standard Specification for Seamless Carbon Steel Pipe for High-Temperature Service

ASTM A182/A182M (2011) Standard Specification for Forged or Rolled Alloy-Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High-Temperature Service

ASTM A193/A193M (2011) Standard Specification for

Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A194/A194M (2010a) Standard Specification for Carbon and

Alloy Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or Both

ASTM A234/A234M (2011) Standard Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service

ASTM A325 (2010) Standard Specification for

Structural Bolts, Steel, Heat Treated, 120/105 psi Minimum Tensile Strength

ASTM A354 (2007a) Standard Specification for Quenched and Tempered Alloy Steel Bolts, Studs, and Other Externally Threaded Fasteners

ASTM D 3951 (2010) Commercial Packaging

ASTM F 844 (2007a) Washers, Steel, Plain (Flat), Unhardened for General Use

ATTACHMENT 1 DRAWINGS

Section E - Inspection and Acceptance

CLAUSES INCORPORATED BY REFERENCE

52.246-12 Inspection of Construction AUG 1996

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

0001 120 dys. ADC 1 WEST THOMPSON PROJ OFC

MICHELE CUCCHI

RFD #1

N. GROSVENORDALE CT 06255-9801

860-923-1126 FOB: Destination

961101

0002 120 dys. ADC 1 MANSFIELD HOLLOW LAKE

ED GREENOUGH

141 MANSFIELD HOLLOW RD

MANSFIELD CENTER CT 06250-9802

978-318-8554 FOB: Destination

961102

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.204-16 Commercial and Government Entity Code Reporting JUL 2015 52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.219-28 Post-Award Small Business Program Rerepresentation JUL 2013 52.222-6 Construction Wage Rate Requirements MAY 2014 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records MAY 2014 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance With Construction Wage Rate Requirements and

Related Regulations

MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-20 Contracts for Materials, Supplies, Articles, and Equipment

Exceeding $15,000

MAY 2014

52.222-27 Affirmative Action Compliance Requirements for Construction

APR 2015

52.222-50 Combating Trafficking in Persons MAR 2015 52.222-55 Minimum Wages Under Executive Order 13658 DEC 2015 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-27 Prompt Payment for Construction Contracts MAY 2014 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-14 Availability and Use of Utility Services APR 1984 52.236-17 Layout of Work APR 1984 52.236-21 Specifications and Drawings for Construction FEB 1997 52.236-26 Preconstruction Conference FEB 1995 52.242-14 Suspension of Work APR 1984 52.243-5 Changes and Changed Conditions APR 1984 52.249-1 Termination For Convenience Of The Government (Fixed

Price) (Short Form)

APR 1984

52.249-10 Default (Fixed-Price Construction) APR 1984 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7000 Disclosure Of Information AUG 2013 252.204-7003 Control Of Government Personnel Work Product APR 1992

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting.

DEC 2015

252.211-7003 Item Unique Identification and Valuation MAR 2016 252.219-7011 Notification to Delay Performance JUN 1998 252.223-7006 Prohibition On Storage, Treatment, and Disposal of Toxic or

Hazardous Materials

SEP 2014

252.227-7033 Rights in Shop Drawings APR 1966 252.232-7004 DOD Progress Payment Rates OCT 2014 252.232-7010 Levies on Contract Payments DEC 2006 252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Items JUN 2013

CLAUSES INCORPORATED BY FULL TEXT

52.003-4015 MAGNITUDE OF PROJECT

The estimated cost of the work is between $ 50,000 and $ 150,000.

52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (OCT 2014) - ALTERNATE I (SEPT 2015)

(a)(1) The North American Industry Classification System (NAICS) code for this acquisition is 332912.

(2) The small business size standard is 1000 employees.

(3) The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

(b) Representations. (1) The offeror represents as part of its offer that it ( ___ ) is, ( ___ ) is not a small business concern.

(2) (Complete only if the offeror represented itself as a small business concern in paragraph (b)(1) of this provision.) The offeror represents, for general statistical purposes, that it ( ___ ) is, ( ___ ) is not a small disadvantaged business concern as defined in 13 CFR 124.1002.

(3) (Complete only if the offeror represented itself as a small business concern in paragraph (b)(1) of this provision.) The offeror represents as part of its offer that it ( ___ ) is, ( ___ ) is not a women-owned small business concern.

(4) Women-owned small business (WOSB) concern eligible under the WOSB Program. [Complete only if the offeror represented itself as a women-owned small business concern in paragraph (b)(3) of this provision.] The offeror represents as part of its offer that--

(i) It ( ___ ) is, ( ___ ) is not a WOSB concern eligible under the WOSB Program, has provided all the required documents to the WOSB Repository, and no change in circumstances or adverse decisions have been issued that affects its eligibility; and

(ii) It [ ___ ] is, [ ___ ] is not a joint venture that complies with the requirements of 13 CFR part 127, and the representation in paragraph (b)(4)(i) of this provision is accurate for each WOSB concern eligible under the WOSB Program participating in the joint venture. [The offeror shall enter the name or names of the WOSB concern eligible under the WOSB Program and other small businesses that are participating in the joint venture: ---- ___ ------.] Each WOSB concern eligible under the WOSB Program participating in the joint venture shall submit a separate signed copy of the WOSB representation.

(5) Economically disadvantaged women-owned small business (EDWOSB) concern. [Complete only if the offeror represented itself as a women-owned small business concern eligible under the WOSB Program in (b)(4) of this provision.] The offeror represents as part of its offer that--

(i) It ( ___ ) is, ( ___ ) is not an EDWOSB concern eligible under the WOSB Program, has provided all the required documents to the WOSB Repository, and no change in circumstances or adverse decisions have been issued that affects its eligibility; and

(ii) It [ ___ ] is, [ ___ ] is not a joint venture that complies with the requirements of 13 CFR part 127, and the representation in paragraph (b)(5)(i) of this provision is accurate for each EDWOSB concern participating in the joint venture. [The offeror shall enter the name or names of the EDWOSB concern and other small businesses that are participating in the joint venture: ----- ___ -----.] Each EDWOSB concern participating in the joint venture shall submit a separate signed copy of the EDWOSB representation.

(6) (Complete only if the offeror represented itself as a small business concern in paragraph (b)(1) of this provision.) The offeror represents as part of its offer that it ( ___ ) is, ( ___ ) is not a veteran-owned small business concern.

(7) (Complete only if the offeror represented itself as a veteran-owned small business concern in paragraph (b)(6) of this provision.) The offeror represents as part of its offer that it ( ___ ) is, ( ___ ) is not a service-disabled veteran-owned small business concern.

(8) [Complete only if the offeror represented itself as a small business concern in paragraph (b)(1) of this provision.] The offeror represents, as part of its offer, that--

(i) It ( ___ ) is, ( ___ ) is not a HUBZone small business concern listed, on the date of this representation, on the List of Qualified HUBZone Small Business Concerns maintained by the Small Business Administration, and no material change in ownership and control, principal office, or HUBZone employee percentage has occurred since it was certified by the Small Business Administration in accordance with 13 CFR part 126; and

(ii) It ( ___ ) is, ( ___ ) is not a joint venture that complies with the requirements of 13 CFR part 126, and the representation in paragraph (b)(8)(i) of this provision is accurate for the HUBZone small business concern or concerns that are participating in the joint venture. (The offeror shall enter the name or names of the HUBZone small business concern or concerns that are participating in the joint venture: ___ .) Each HUBZone small business concern participating in the joint venture shall submit a separate signed copy of the HUBZone representation.

(9) (Complete if offeror represented itself as disadvantaged in paragraph (c)(2) of this provision.) The offeror shall check the category in which its ownership falls:

___ Black American.

___ Hispanic American.

___ Native American (American Indians, Eskimos, Aleuts, or Native Hawaiians).

___ Asian-Pacific American (persons with origins from Burma, Thailand, Malaysia, Indonesia, Singapore, Brunei, Japan, China, Taiwan, Laos, Cambodia (Kampuchea), Vietnam, Korea, The Philippines, Republic of Palau, Republic of the Marshall Islands, Federated States of Micronesia, the Commonwealth of the Northern Mariana Islands, Guam, Samoa, Macao, Hong Kong, Fiji, Tonga, Kiribati, Tuvalu, or Nauru).

___ Subcontinent Asian (Asian-Indian) American (persons with origins from India, Pakistan, Bangladesh, Sri Lanka, Bhutan, the Maldives Islands, or Nepal).

___ Individual/concern, other than one of the preceding.

(c) Definitions. As used in this provision--

Service-disabled veteran-owned small business concern--

(1) Means a small business concern--

(i) Not less than 51 percent of which is owned by one or more service-disabled veterans or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more service-disabled veterans; and

(ii) The management and daily business operations of which are controlled by one or more service-disabled veterans or, in the case of a service-disabled veteran with permanent and severe disability, the spouse or permanent caregiver of such veteran.

(2) Service-disabled veteran means a veteran, as defined in 38 U.S.C. 101(2), with a disability that is service-connected, as defined in 38 U.S.C. 101(16).

"Small business concern," means a concern, including its affiliates, that is independently owned and operated, not dominant in the field of operation in which it is bidding on Government contracts, and qualified as a small business under the criteria in 13 CFR Part 121 and the size standard in paragraph (a) of this provision.

Veteran-owned small business concern means a small business concern--

(1) Not less than 51 percent of which is owned by one or more veterans (as defined at 38 U.S.C. 101(2)) or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more veterans; and

(2) The management and daily business operations of which are controlled by one or more veterans.

"Women-owned small business concern," means a small business concern --

(1) That is at least 51 percent owned by one or more women or, in the case of any publicly owned business, at least 51 percent of the stock of which is owned by one or more women; or

(2) Whose management and daily business operations are controlled by one or more women.

(d) Notice.

(1) If this solicitation is for supplies and has been set aside, in whole or in part, for small business concerns, then the clause in this solicitation providing notice of the set-aside contains restrictions on the source of the end items to be furnished.

(2) Under 15 U.S.C. 645(d), any person who misrepresents a firm's status as a small, HUBZone small, small disadvantaged, or women-owned small business concern in order to obtain a contract to be awarded under the preference programs established pursuant to section 8(a), 8(d), 9, or 15 of the Small Business Act or any other provision of Federal law that specifically references section 8(d) for a definition of program eligibility, shall--

(i) Be punished by imposition of fine, imprisonment, or both;

(ii) Be subject to administrative remedies, including suspension and debarment; and

(iii) Be ineligible for participation in programs conducted under the authority of the Act.

(End of provision)

52.223-2 AFFIRMATIVE PROCUREMENT OF BIOBASED PRODUCTS UNDER SERVICE AND

CONSTRUCTION CONTRACTS (SEP 2013)

(a) In the performance of this contract, the contractor shall make maximum use of biobased products that are United States Department of Agriculture (USDA)-designated items unless--

(1) The product cannot be acquired--

(i) Competitively within a time frame providing for compliance with the contract performance schedule;

(ii) Meeting contract performance requirements; or

(iii) At a reasonable price.

(2) The product is to be used in an application covered by a USDA categorical exemption (see 7 CFR 3201.3(e)).

For example, all USDA-designated items are exempt from the preferred procurement requirement for the following:

(i) Spacecraft system and launch support equipment.

(ii) Military equipment, i.e., a product or system designed or procured for combat or combat-related missions.

(b) Information about this requirement and these products is available at http://www.biopreferredgov.

(c) In the performance of this contract, the Contractor shall--

(1) Report to http://www.sam.gov, with a copy to the Contracting Officer, on the product types and dollar value of any USDA-designated biobased products purchased by the Contractor during the previous Government fiscal year, between October 1 and September 30; and

(2) Submit this report no later than--

(i) October 31 of each year during contract performance; and

(ii) At the end of contract performance.

(End of clause)

52.225-9 BUY AMERICAN—CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. As used in this clause--

Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4) such as agricultural products and petroleum products.

Component means an article, material, or supply incorporated directly into a construction material.

Construction material means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site.

Materials purchased directly by the Government are supplies, not construction material.

Cost of components means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Domestic construction material means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if--

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

Foreign construction material means a construction material other than a domestic construction material.

United States means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American Act is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American Act to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American Act. (1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material.