DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

COAST GUARD ACADEMY

NEW LONDON, CONNECTICUT 06320

REQUEST FOR QUOTATION OF GROUNDS SHOP SALT SHED REPLACEMENT

PROJECT NUMBER: 7376438

Coast Guard Academy Signature Date CWO4 Anthony Graziano

PROJECT MANAGER

LCDR Patrick Page

PUBLIC WORKS OFFICER

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 1

01 10 00 – GENERAL PARAGRAPHS 1

01 33 00 – SUBMITTALS PROCEDURES 3

01 35 29 – HEALTH AND SAFETY PROCEDURES 4

01 40 00 – QUALITY REQUIREMENTS 5

01 54 19 – TEMPORARY CRANES 6

01 74 19 – WASTE MANAGEMENT AND DISPOSAL 7

DIVISION 02 – EXISTING CONDITIONS 8

02 41 19 – SELECTIVE SITE PREPARATION 8

DIVISION 04 – MASONRY 9

04 28 13 – CONCRETE FORM MASONRY UNITS 9

DIVISION 13 – SPECIAL CONSTRUCTION 10

13 34 19 – METAL BUILDING SYSTEMS 10

DRAWINGS ATTACHED

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 – GENERAL PARAGRAPHS

PART 1 GENERAL

1.01 REQUEST FOR INFORMATION: Request quotations and proposals from any

Contractor interested, who has the capability of completing the task specified and also serves the New London Connecticut area.

1.02 SCOPE OF WORK: The Contractor shall provide a proposal including all equipment, labor, materials, supervision, and transportation necessary to demolish an existing Salt Shed and replace it with a metal Quonset type structure.

1.03 LOCATION: Project site is behind Johnson Hall at the U.S. Coast Guard Academy, 15 Mohegan Avenue, New London, CT 06320.

1.04 CONTRACT OFFICER'S REPRESENTATIVE: “Contracting Officer’s Representative” (COR) or Project Manager (PM) is appointed by the Contract Officer (KO) to ensure that all the technical requirements are met by the Contractor. Only the KO can make contract changes if he or she approves. The COR or PM cannot make those changes.

1.05 CONTRACTOR REQUIREMENTS:

A. SITE VISIT: Interested Contractors are expected to visit the project site to conduct a survey of the site conditions to be encountered which may affect the cost of the project performance involved. Failure to familiarize with the existing conditions shall not relieve the awarded Contractor from the responsibility of the full completion of the project. Interested Contractors are encouraged to contact the name and number listed on the announcement to schedule a site visit. The Contractor shall verify all dimensions, square footages and advise the COR or PM of any discrepancies found prior to submitting proposals.

B. SECURITY: Contractor personnel will be required to have a Real ID to enter the facility.

C. WORKDAY: The workday is between the hours of 0730 and 1600 local time Monday through Friday excluding all Federal holidays. All work hours will be scheduled around planned Government operations.

D. TIME FRAME: The Contractor shall proceed with work on the negotiated start date determined between the Contractor and COR or PM.

1.06 PROJECT MANAGEMENT:

A. SANITARY FACILITIES: Toilet facilities are available for Contractor use near the job site. The Contractor shall ensure the facilities remain clean after their use.

B. PARKING: See COR or PM for parking arrangements at the Academy during the project performance. Overnight parking is not authorized.

C. MATERIAL STORAGE: Storage of material shall be as directed by the COR or

Project Manager. The Contractor shall protect all materials stockpiled against damage and other risks of loss. The Coast Guard (Government) assumes no responsibility for material or equipment left in the storage area.

D. SMOKING: Smokers are limited to four smoking areas on campus. Awarded Contractor will be provided with Appendix A for smoking locations.

E. UTILITIES: Water at household pressures and electricity at 120V 15A are only available at no cost to the Contractor. Any other utilities that the Academy doesn’t provide shall be the responsibility of the Contractor. Utility connections and disconnections shall be the responsibility of the Contractor.

F. CONTRACTOR DAMAGE: The Contractor shall make any repairs to any damages they caused or made to Government property at no cost to the Government during the duration of the project.

1.07 DRAWINGS: Campus drawing with the project location marked and Technical Exhibit 1 (TE-1) will be provided.

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION 01 10 00

SECTION 01 33 00 – SUBMITTALS PROCEDURES

PART 1 GENERAL

1.01 GENERAL: This Section provides procedures and requirements for Contractor proposals.

A. FORWARDING: The Contractor shall forward all submittals to the COR or Project Manager by e-mail and/or hard copy.

B. REVIEWING: The COR or Project Manager will review all submittals for compliance with the best value to the Government.

C. APPROVAL: The Project Manager will reply with approval or disapproval of proposals as per the KO.

1.02 SPECIFIC SUBMITTALS:

A. LICENSING: Submit a copy of State of any Connecticut Contractor’s licenses.

B. CRANE CERTIFICATIONS: Awarded Contractor shall submit crane certifications to the U.S. Coast Guard Safety Officer. This may be done through the COR or PM.

C. CMU:

1) SHOP DRAWINGS: Show fabrication, installation, bending and placement details for unit masonry reinforcing bars.

2) SAMPLES FOR INITIAL SELECTION: Any color samples if available D. STEEL BUILDING: Provide Manufacturer details of metal building that comes close to Government building concept in the Technical Exhibit.

1) SHOP DRAWINGS AND PRODUCT DATA: Indicate assembly dimensions, locations of structural members, connections, attachments, and loads, wall and roof system dimensions, panel layout, general construction details, anchorages and method of anchorage, method or installation; framing anchor bolt settings and placement, sizes, and locations from datum, setting requirements.

2) SAMPLES: Submit color and texture samples of metal coatings finishes.

PART 2 PRODUCTS

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PART 3 EXECUTION

END OF SECTION 01 33 00

SECTION 01 35 29 – HEALTH AND SAFETY PROCEDURES

PART 1 GENERAL

1.01 SUMARY: This Section applies to the necessary requirements the Contractor will need to factor in to comply with the health and safety requirements. No submittals required.

1.02 OSHA/EPA REGULATIONS: During the performance of all work under this contract, the Contractor shall strictly adhere to Environmental Protection Agency (EPA) and OSHA Safety and Health Standards, PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 PERSONAL PROTECTIVE EQUIPMENT (PPE): Contract Employees shall wear properly fitted PPE in accordance with the safety measures dictated by the type of work they are performing.

END OF SECTION 01 35 29

SECTION 01 40 00 – QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY: This Section includes administrative and procedural requirements for quality assurance (QA) and quality control (QC) to the awarded Contractor.

1.02 QUALITY ASSURANCE (QA):

A. BUILDING MANUFACTURER: Manufacturer who has the experience in steel buildings are manufactured in the USA by American workers, ensuring quality.

B. ERECTOR: Company specializing in performing projects for installing metal Quonset style buildings and approved by Manufacturer.

C. PERSONNEL: Contractor personnel should be trained and experienced in building structures required for this project, like concept requirements.

D. CFMU INSTALLER: CFMU installer who has been experienced, licensed or trained in the installation of products whose work has resulted successful in service performance.

E. CFMU MANUFACTURER: An experienced Manufacturer of CFMU units described for this project with a record of successful in-service performance, and sufficient production capacity to produce required units without delay to the project schedule.

1.03 QUALITY CONTROL:

A. CONTRACTOR RESPONSIBILITIES: The Contractor shall perform quality control to verify their work in the project complies with Manufacturer specified requirements.

B. INSPECTION: The Contractor will have to pass an inspection by the COR or PM to determine that all the proposal technical requirements of the Salt Shed have been met.

Punch List items must be corrected before the COR or PM notifies the KO of project completion.

PART 2 PRODUCTS

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PART 3 EXECUTION

END OF SECTION 01 40 00

SECTION 01 54 19 – TEMPORARY CRANES

PART 1 GENERAL

1.01 SUMMARY: This Section includes safe rigging and handling of loads that are lifted with temporary cranes if they are used by the awarded Contractor.

1.02 LIFTING CREW:

A. RIGGING SUPERVISOR: Rigging Supervisor shall be competent, trained and have the authority to supervise all lifting operations and stop any lifting if it is dangerous.

B. CRANE OPERATOR: The Crane Operator shall be responsible for correct operation of the crane in accordance with the crane Manufacturer, be aware of the wind and climactic effects, safe operation of lifting loads and unsafe situations.

C. SIGNALER: The signaler shall be responsible for relaying the signal from the Riggers to the Crane Operator and movement of the crane and load.

D. RIGGERS: Riggers shall be responsible for attaching and detaching the load to and from the crane load lifting attachment, using the correct lifting accessories and equipment in accordance with the operation plan. Riggers shall also be familiar with all hand signals.

E. EQUIPMENT: All rigging and handling equipment is in good working order and equipment test certifications are up to date. The Contractor shall not repair any crane or equipment on the Academy grounds. Any equipment that malfunctions shall be removed from the Government premises and repaired elsewhere.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 NOTIFICATION: The Contractor shall notify the Project Manager before bringing heavy equipment onto campus grounds.

END OF SECTION 01 54 19

SECTION 01 74 19 – WASTE MANAGEMENT AND DISPOSAL

PART 1 GENERAL

1.01 SUMMARY: This Section includes requirements for the disposing of non-hazardous project waste by the awarded Contractor.

1.02 DUMPSTER: See COR or PM for placement location. Note that dumpster placement location may need to be located far from the jobsite because of limited area behind Johnson Hall and access needed for the changing out of other dumpsters located nearby.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 DISPOSAL OF WASTE: The Contractor shall legally dispose and remove all project waste from demolishing existing salt shed, scrap materials from the new building and clean up the work area after the end of each workday.

END OF SECTION 01 74 19

DIVISION 02 – EXISTING CONDITIONS

SECTION 02 41 19 – SELECTIVE SITE PREPARATION

PART 1 GENERAL

1.01 SUMMARY: This Section applies to all work required for the preparation and removal of the entire Salt Shed structure by the awarded Contractor, and hazardous materials and spills.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 VEGITATION OVERGROWTH: Remove all vegetation growth on existing Salt Shed.

3.02 EXISTING SALT SHED: Remove the entire existing Salt Shed structure and dispose of all materials properly off the Coast Guard Academy premises. Metal guard rails are to remain.

END OF SECTION 02 41 19

DIVISION 4 MASONRY

SECTION 04 28 13 – CONCRETE FORM MASONRY UNITS

PART 1 GENERAL

1.01 SUMMARY: This Section includes requirements for assemblies consisting of concrete form masonry units and any cementous mixtures used by the awarded Contractor.

PART 2 PRODUCTS

2.01 CONCRETE FORM MASONRY UNITS: GENERAL: Provide concrete formed, unbroken 2 ’X 2’ X 6’, approximately 3,600 lbs. bin blocks (aka various other names) consisting of lifting lug, compressive strength of 3,000 psi and normal weight class with standard interlocking joints. Provide any useful special shapes that may be available.

2.02 MORTAR MATERIALS AND MIXES:

A. GROUT: ASTM C1107/C1107M; premixed, non-metallic, non-shrink aggregate cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days if required.

B. CONCRETE FILL MATERIALS: Compressive Strength of 28 Days 3,000 psi, 8” inches to 11’ inches of Slump: in accordance with ASTM C 143.

2.03 BUTYL SEALANT: ASTM C 1311, single component, solvent release butyl rubber sealant; polyisobutylene plasticized, heavy bodied for expansion joints.

PART 3 EXECUTION

3.01 EXISTING WORK: Build in block items adjoining existing. Fill in solidly with masonry around existing items like the retaining wall.

3.02 CONCRETE BLOCK PLACEMENT:

A. PLACEMENT: Install bin blocks in line with one another ensuring full interlocking between units in accordance with the concept plan.

B. CUTTING CFMU: Cut with motor-driven saws to provide clean, unchipped edges.

3.03 CONSTRUCTION TOLERANCES: For conspicuous horizontal and vertical lines, such as external corners, exposed sills, reveals, and expansion and control joints, do not vary from level and/or plumb by more than 1/4 inch in 20 feet, nor 1/2 inch maximum.

END OF SECTION 04 28 13

DIVISION 13 SPECIAL CONSTRUCTION

SECTION 13 34 19 – METAL BUILDING SYSTEMS

PART 1 GENERAL

1.01 SUMMARY: This Section includes specifications for pre-engineered metal S-model type

Quonset style, straight wall and curved roof building system to be provided by the awarded Contractor.

1.02 DESIGN REQUIREMENTS:

A. LOADS: Design members to withstand dead load, applicable snow load, and loads due to pressure and suction of the wind up to 100 MPH.

B. MOVEMENT: Building only permits minimal component movement without buckling, failure of joint seals, undue stress on fasteners or other detrimental effects.

C. FABRICATIONS: Fabricated wall and roof systems free of distortion or defects detrimental to appearance or performance.

D. SIZE: Select building that has a close overall size of approximately 20’-0” long X

24’-0” high and no more than 16’-0” wide.

1.03 WARRANTY: Minimum five-year Manufacturer warranty for pre-engineered building systems and components including finish.

PART 2 PRODUCTS

2.01 ROOF AND WALL SYSTEM COMPONENTS AND FABRICATIONS:

A. SHEET STEEL: ASTM A792/A792M; AZ50 aluminum-zinc alloy or galvanized coating. Roofing and siding shall be a minimum 22-gauge metal thickness, ribbed and/or standing seam profile lapped edges with factory sealant, field seamed with sufficient coverage.

B. JOINT SEAL GASKETS: Manufacturer's standard type.

C. STRUCTURAL FASTENERS: To maintain load requirements and weather tight installation provide a minimum of galvanized bolts, nuts, and washers.

D. FLASHINGS, CLOSURE PIECES, AND CAPS: Same material and finish.

2.02 FACTORY AND FIELD FINISHING FOR INTERIOR AND EXTERIOR: Precoated steel of fluoropolymer finish or better, color as selected from Manufacturer's standard range.

PART 3 EXECUTION

3.01 WALL AND ROOFING SYSTEMS ERECTION: Fasten system to structural supports, aligned level and plumb. Install sealants and gaskets to prevent weather penetration.

3.02 INSTALLATION TOLERANCES: As per Manufacturer.

END OF SECTION 13 34 19

U.S. COAST GUARD ACADEMY

SALT SHED REPLACEMENT OF WOOD FRAME WITH METAL

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EAST ELEVATION SOUTH ELEVATION

ABT 20'-0"

ABT 24'-0"

ABT 16'-0"

RETAINING WALL

CONCEPT MAY STACK

TWO MAFIA BLOCKS

HIGH

EXISTING

RETAINING

WALL

TECHNICAL EXHIBIT

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Line

NORTH ELEVATIONWEST ELEVATION

TOP OF EXISTING RETAINING WALL

PROVIDE

BACK WALL

GRADE

EXISTING SIDE RETAINING WALL

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MOUNTING SECTIONS

NOTE: SECTIONS AND MOUNTING VARY FROM

MANUFACTURER TO MANUFACTURER.

CORRUGATED WALL

CONCRETE FASTENER

CONCRETE FASTENER

STRUCTURE FASTENER

TYPICAL CONCRETE WALL OR BIN BLOCK.

DRIP EDGE LIP

ANGLE

ANGLE

PLAN

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EXISTING SHED