70Z0G118BPRV00400_P6778388Specifications.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR HVAC SYSTEM MMB

PSN: 6778388

AT

USCG STATION POINT ALLERTON

HULL, MASSACHUSETTS

(PLYMOUTH COUNTY)

LT Joshua Smolowitz – Design Project Manager Gerry Gosselin – Design Branch Chief

A. A. JACOBS, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST SUITE 100

WARWICK, RHODE ISLAND 02886

USCG STA Point Allerton Repair HVAC MMB September 2017 PSN 6778388

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEDURES AND SUBMITTAL REGISTER

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION, CUTTING AND PATCHING

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 51 13 BUILT-UP ASPHALT ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS PANELS

08 51 13 ALUMINUM WINDOWS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 QUARRY TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT BASE

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 SOUND ATTENUATION ENCLOSURE

DIVISION 22 - PLUMBING

PROJECT TABLE OF CONTENTS Page 1

22 00 00 PLUMBING, GENERAL PURPOSE

22 14 29.00 40 SUMP PUMPS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 81 47 WATER-LOOP HEAT PUMP SYSTEMS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 74.00 20 INTERIOR FIRE DETECTION AND ALARM SYSTEM

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project scope is for HVAC and Architectural Repairs at the Multi-Mission Building (MMB) at USCG STA Point Allerton.

The following summarizes the major work scope items.

The base bid includes the following scope items:

Replace Heating Plant Replace Galley Exhaust And Make-Up Air System Remove And Replace VAV System With New HVAC System Remove Existing Mini-Split Units In Gym Replace The Existing Ceilings Repair Duty Berthing Rooms to Meet Fire Codes - Above Ceiling Space Only LED Lighting Fixture Replacement Incidental Electrical And Fire Alarm Modifications Will Be Required In Support Of The HVAC Repairs

Optional Bid Item #1 includes the following scope items:

Replace Window And Louver In Boiler Room Replace Galley Grease Trap Repair Scaling And Cracking Of Concrete Roof (Assume 400 sf of Repairs) Repair Duty Berthing Rooms To Meet Fire Codes - Below Ceiling Space Only

Unit Cost Item:

Contractor shall provide a unit cost ($/sf) for additional Concrete Roof Scaling and Cracking repairs to cover quantities in excess of the 400 sf included in the Optional Bid Item #1 scope. The unit cost shall include all equipment, materials, and labor.

The building will not be occupied during performance of work under this contract. Prior to contractor mobilization, the USCG will be relocating operations to the UPH building adjacent to the MMB.

The Contractor shall provide temporary heating systems as required to maintain the building at a temperature of 50 degrees F to prevent freezing of existing building infrastructure.

In the event the temporary heating system is inoperable, the Contractor shall repair and/or provide a new temporary heating system within 8 hours.

The Contractor shall be responsible for any damages at no cost to the Government caused by a disabled temporary heating system.

1.1.2 Location

The work is located at the USCG STA Point Allerton location.

SECTION 01 11 00 Page 1

U.S. Coast Guard Station Point Allerton 93 Main Street Hull, MA 02045

(781) 925-0166

The exact location will be shown by the Contracting Officer.

1.2 QUALITY ASSURANCE

All work shall be in compliance with Federal, Commonwealth of Massachusetts, and local regulations and requirements.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-07 Certificates

Written Notice

The Contractor shall provide notice to the Contracting Officer for work associated with removal of existing ceilings and installation of new ceilings for coordination with the IT Contractor (Separate Contract) Additionally, any change to the schedule shall be provided with a 14 day calendar day, minimum notice.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work and conditions which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

Any item or work not identified as "existing" shall be "new".

1.5 LOCATION OF UNDERGROUND UTILITIES

The Contractor shall physically verify the location of existing buried water, electrical, and fuel piping prior to any excavation or starting construction.

The Contractor shall scan the areas of work with electromagnetic and sonic equipment and mark the surface of the ground where these existing underground services are determined to be located. In addition to using this information to facilitate construction, and maintain continuity of existing services, provide a record drawing at project closeout to indicate the actual location of these buried services.

SECTION 01 11 00 Page 2

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. For this location, contact the local utility or Dig Safe 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by the utility or Dig Safe.

1.6 COORDINATION WITH OTHER CONTRACTS

The USCG will be issuing a separate contract for work associated with the communication infrastructure (referenced as IT contractor herein) including, but not limited to, replacement of horizontal cabling, outlet boxes, and improvements to the server equipment.

The contractor will be required to coordinate the progress of work with the IT contractor. The IT contractor will be completing their work in two phases as follows:

Phase 1: During demolition activities, the IT contractor will remove all the existing horizontal cabling in the building. The existing pathways will also be reviewed to ensure viable pathways with pull strings to pull the new horizontal cabling to the work area outlet locations. The IT contractor will also be installing a new 25-pair copper cable and lightning protection between the MMB and UPH building which replaces an existing 6-pair copper cable.

Phase 2: IT contractor installs j-hook pathways, horizontal cabling, and a new cabinet in the existing telecommunication equipment room. The IT contractor shall complete the work prior to new ceilings being installed.

The IT contractor will also be relocating the command center, ONENet router, server, IP office phone system, and other infrastructure to the BMF building and returning after project completion in coordination with the overall phasing of the project.

Contractor shall provide a 14 calendar day written notice to the Contracting Officer when the ceilings are to be removed for the purposes of scheduling and completing the IT work. A separate notice shall be provided for each work area. The Customer will be submitting an initial project schedule for the work they will be completing independent of the Contractor's scope.

Contractor shall provide a 28 calendar day written notice to the Contracting Officer to indicate when the ceilings will be installed for the purposes of scheduling and completing the IT work. A separate notice shall be provided for each work area.

Any change to the schedules with the ceiling work shall be made a minimum of 14 days, minimum, in advance and provided in a written notice to the Contracting Officer.

1.7 SUPERVISION

Contractor shall have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

SECTION 01 11 00 Page 3

1.8 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

Major subcontractors who will engage in the work shall also attend.

1.9 CONSTRUCTION KICKOFF MEETING

After the preconstruction conference a Construction Kickoff Meeting will be held to discuss the scope of work in detail with the USCG representatives from design and construction, the design team, prime contractor, and subcontractors.

1.10 BUY AMERICAN ACT COMPLIANCE

All equipment purchased by U.S. Government agencies must comply with the “Buy American Act” (BAA). In summary, this means that the equipment or systems installed must be made in the USA.

1.11 BASIS OF DESIGN; AND BRAND NAME OR EQUAL

In general, the federal government does not include the name of manufacturers or model numbers to specify various items, equipment, components or systems. However, since equipment or other items of equal capacity is not necessarily available in the same arrangement, size or construction required for the specific use or application required, manufacturers' model numbers, figures or other "Brand Name" information or references are used in the Contract Documents for the convenience of the government and as a service to bidders, in order to generally identify features, performance and level of quality or materials to be provided. The information may appear in the specifications, on the drawings (in the form of drawing notes, schedules or other similar methods), or a combination of these methods.

Use of the name of a manufacturer in conjunction with the words "or equal" or "Design Basis" does not indicate a preference for this equipment, but rather that the government is not aware of all possible or acceptable sources of supply for the particular item, but has located at least one source. However, given the impact on the construction schedule, and need for coordination during that period, these two conditions have specific meanings relative to contract document requirements.

1.11.1 Basis of Design

Items specified without identifying a manufacturer or using "Design Basis" of "Basis of Design" may be proposed as part of the normal submittal process.

1.11.2 Brand Name or Equal

Items specified with the words "[Brand Name] or Equal" (information in square brackets may be a manufacturer plus model number or series of equipment) have been so specified because of their particular significance relative to successfully achieving design requirements and intent. When this specification method is used, the contractor shall, if s/he would

SECTION 01 11 00 Page 4 like to use a manufacturer/model number other than that specified, include a detailed submittal fully describing the item, including its ability to meet or exceed the required salient characteristics of the specified equipment, with the bid materials submitted, as an alternate manufacturer for evaluation as part of the bidding process. The contractor shall also fully bear any costs associated with use of the alternate equipment or item, if approved (e.g., work by other trades, other modifications required to achieve project requirements).

Equipment, components, items, products or systems specified using the Brand Name or Equal method are listed below, along with associated specification section and location therein.:

No. Item(s) Specification Section Title

Specification Section No.

Specification Section Paragraph or Drawing

1 Energy Recovery Ventilator

Air Supply, Distribution, Ventilation, and Exhaust Systems

23 00 00 M-601

2 Dry Cooler Water Loop Heat Pump Systems

23 81 47 M-601

3 Water Source Heat Pump Water Loop Heat Pump Systems

23 81 47 M-602

1.12 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.12.1 Contractor's Daily Log

The Contractor shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer's Representative.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's and subcontractors equipment shall be conspicuously marked with identification.

1.1.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contracting Officer Monday through Friday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application in writing 72 hours prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer and in accordance with OSHA requirements. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise. All utility cutovers shall be coordinated with the Government in writing a minimum of 15 calendar days in advance.

1.1.4 Occupied and Existing Buildings

The Contractor shall be working in and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the buildings during the construction period.

1.1.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

SECTION 01 14 00 Page 1

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, and fire alarm, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4 hours.

This time limit includes time for deactivation and reactivation and shall be coordinated with the Government in writing a minimum of 15 calendar days in advance.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.2 SECURITY REQUIREMENTS

1.2.1 Areas Not Covered by Contract

The Contractor shall not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Contracting Officer.

1.2.2 Contractor Parking

Prohibited on any piers and waterfront areas. The Contractor shall not park on or block the marked fire lanes at any time. Vehicles may stop on the piers or waterfront areas for 15 minutes for loading and unloading.

An exception may be made for vehicles which are part of the equipment needed to do the required work and are attached or connected to the pier of ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment. Contractor parking areas are indicated on G-002.

The availability of on-site parking is limited and thus it is recommended the Contractors carpool to furthest extent practicable.

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.2 CONSTRUCTION SCHEDULE

Once approved by the Government, the Construction Schedule shall be maintained by the Contractor as a fluid document, and used during job meetings to review upcoming work. At a minimum, a two week “look ahead” will be discussed at each job meeting once the period of on-site construction approaches (i.e., within one month of start of On-Site Construction).

At, or prior to the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15.

Noting the need to adjust the schedule in response to comments from the CG, the duration of the on-site construction period, and to support efficient project management, the Construction Schedule shall be electronically prepared in software (MS Office Project) that can be easily adjusted, modified, and maintained by contractor personnel proficient in its use. Output shall be provided as hardcopy (size as required to be legible, and support use at job meetings) and electronic (.MPP and .PDF File formats) to be e-mailed to the COR for use and discussion.

The Coast Guard views the Construction Schedule, and management of it, to be a critical component for the success of the project. It is in the best interest of the Government and the Contractor to complete the work in a thoughtful, efficient manner in order to maximize resources, and minimize the period of construction.

The Construction Schedule shall clearly indicate the start and completion dates of major work components. The Schedule of Values shall clearly indicate unit value of all major work components.

The Construction Schedule shall incorporate at a minimum the following activities:

a. Mobilization

b. Demobilization

c. Pre-Construction Submittals

d. Work Activities

SECTION 01 32 00 Page 1

e. In-Progress Submittals

f. Final Government Inspection

g. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station Operations

j. Coordination Required with IT Contractor and Other Work Performed as Part of a Separate Contract

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job.

Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 CONSTRUCTION SCHEDULE UPDATES

Update the Construction Schedule as required, and in any event in advance of each Job Meeting, and distribute to Job Meeting participants at (or in advance of) each Job Meeting, and when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

1.4 SCHEDULE OF VALUES

The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

Do not include mobilization and demobilization line items on the Schedule of Values.

SECTION 01 32 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a bi-weekly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 32 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES AND SUBMITTAL REGISTER

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and

(f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of the project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction progress schedule

Submittal register

Schedule of values

Health and safety plan

Work plan

Quality Control(QC) plan

SECTION 01 33 00 Page 1

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes findings of a test made at the job site or on samples taken from the job site, on portions of work during or after

SECTION 01 33 00 Page 2 installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

As-built drawings.

Special warranties.

Posted operating instructions.

Training plan.

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

SECTION 01 33 00 Page 3

1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (a), (b), (c), and (d) as delivered by government.

1.3.1 Submittal Register

Submit submittal register monthly. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (e) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

The Contracting Officer shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days.

Period of review for each resubmittal is the same as for initial submittal.

SECTION 01 33 00 Page 4

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.2 Warranting That Variation Are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work, and deliver the same service life and performance.

1.4.4.3 Review Schedule Is Modified Due to Variations

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise contracting officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority.

When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 4 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

SECTION 01 33 00 Page 5

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal electronically, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e. samples), to office of approving authority. The maximum file size that may be emailed is 10 MB; electronic files larger than 10 MB must be submitted hard copy or on a CD. Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note:

Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal

SECTION 01 33 00 Page 6 identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8

SECTION 01 33 00 Page 7

1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.6 Format of Administrative Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply contractor's approval stamp to document, but to a separate sheet accompanying document.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of SD-02 Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.2 Number of Copies of SD-03 Product Data

a. When hard copy submission is required, submit four copies of submittals of product data.

1.6.3 Number of Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

SECTION 01 33 00 Page 8

b. Submit one sample panel or provide one sample installation where directed. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies of Administrative Submittals

Unless otherwise specified, submit administrative submittals in compliance with quantity requirements specified for product data..

SECTION 01 33 00 Page 9

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line

Acti vity

Trans-mittal #

Specification Section

SD

# Submittal Description Item Submitted

Paragraph

Classification:

GOVT or A/E

Revwr Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR / Auth Date RCD From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

1 01 11 00 07 Certificates Written Notice 1.7

2 01 32 00 01 Preconstruction Submittals Construction Schedule 1.2

3 01 32 00 01 Preconstruction Submittals Schedule of Values 1.2

4 01 33 00 01 Preconstruction Submittals Submittal Register 1.3.1

5 01 35 29 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.3.2.1

6 01 35 29 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.4

7 01 35 29 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.5

8 01 35 29 11 Closeout Submittals Daily Confined Space Entry Permit 1.4.1

9 01 35 29 11 Closeout Submittals Daily Confined Space Entry Permit 3.5

10 01 35 29 11 Closeout Submittals Reports 3.8

11 01 35 29 11 Closeout Submittals Crane Critical Lift Plan 1.4.1

12 01 35 29 11 Closeout Submittals Certificate of Compliance 3.8

13 01 50 00 01 Preconstruction Submittals Construction Site Plan 1.3

14 01 50 00 01 Preconstruction Submittals Traffic Control Plan 1.6.1

15 01 57 19 01 Preconstruction Submittals Environmental Protection Plan 3.6

16 01 57 19 01 Preconstruction Submittals Dirt and Dust Control Plan 1.4

17 01 57 19 01 Preconstruction Submittals Storage 3.5.2

18 01 57 19 06 Test Reports Laboratory Analysis 1.5

19 01 57 19 11 Closeout Submittals Preconstruction Survey 1.6.1

20 01 57 19 11 Closeout Submittals Solid Waste Disposal Permit 1.6.2

21 01 57 19 11 Closeout Submittals Waste Determination Documentation 1.6.3

22 01 57 19 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste 1.6.4

23 01 57 19 11 Closeout Submittals Contractor 40 CFR employee training records 1.6.5

24 01 57 19 11 Closeout Submittals Regulatory Notifications 1.6.6

25 01 57 19 11 Closeout Submittals Solid Waste Disposal Report 1.6.7

26 01 57 19 11 Closeout Submittals Contractor Hazardous Material Inventory Log 1.10

27 01 77 00 07 Certificates Detailed Training Plan and Agenda 1.5

28 01 77 00 10 Operation and Maintenance Data Equipment/Product Warranty List 1.4.1

29 01 77 00 11 Closeout Submittals As-built Drawings 1.3.1

30 01 77 00 11 Closeout Submittals Materials 1.2

31 01 77 00 11 Closeout Submittals Training 1.5

32 02 41 00 01 Preconstruction Submittals Existing Conditions 1.7

33 02 41 00 07 Certificates Notification 1.5

TITLE: USCG PT Allerton HVAC

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: USCG PT Allerton HVAC

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

34 02 41 00 11 Closeout Submittals Receipts 3.2.2

35 03 30 53 02 Shop Drawings Installation Drawings 1.4

36 03 30 53 03 Product Data Air-Entraining Admixture 2.2.3.1

37 03 30 53 03 Product Data Water-Reducing or Retarding Admixture 2.2.3.2

38 03 30 53 03 Product Data Curing Materials 2.2.8

39 03 30 53 03 Product Data Expansion Joint Filler Strips, Premolded 2.2.6

40 03 30 53 03 Product Data Conveying and Placing Concrete 3.2

41 03 30 53 03 Product Data Formwork 2.2.7

42 03 30 53 03 Product Data Mix Design Data 2.3

43 03 30 53 03 Product Data Ready-Mix Concrete 2.3

44 03 30 53 03 Product Data Curing Compound 2.4.1

45 03 30 53 03 Product Data Mechanical Reinforcing Bar Connectors 2.2.5

46 03 30 53 06 Test Reports Aggregates 2.2.2

47 03 30 53 06 Test Reports Concrete Mixture Proportions 2.1.3

48 03 30 53 06 Test Reports Compressive Strength Testing 3.8.3

49 03 30 53 06 Test Reports Slump 3.8.3

50 03 30 53 06 Test Reports Air Content 3.8.3

51 03 30 53 06 Test Reports Water 2.2.4

52 03 30 53 07 Certificates Cementitious Materials 2.2.1

53 03 30 53 07 Certificates Aggregates 2.2.2

54 03 30 53 07 Certificates Delivery Tickets 2.3

55 04 20 00 02 Shop Drawings Cut CMU 3.3.2.1

56 04 20 00 03 Product Data Hot Weather Procedures 1.5.1

57 04 20 00 03 Product Data Cold Weather Procedures 1.5.2

58 04 20 00 03 Product Data Cement 2.2.2.2.1

59 04 20 00 03 Product Data Cementitious Materials 2.4.1.1

60 04 20 00 05 Design Data Fire-Rated Concrete Masonry Units 2.2.2.3

61 04 20 00 06 Test Reports Fire-Rated Concrete Masonry Units 2.2.2.3

62 04 20 00 07 Certificates Concrete Masonry Units (CMU) 2.2.2.2

63 06 10 00 03 Product Data Adhesives 2.4.3

64 06 10 00 06 Test Reports Preservative-treated 1.4.3

65 06 10 00 06 Test Reports Preservative Treatment 1.6

66 07 21 16 03 Product Data Blanket Insulation 2.1

67 07 21 16 03 Product Data Vapor Retarder 2.3

68 07 21 16 03 Product Data Pressure Sensitive Tape 2.4

69 07 21 16 03 Product Data Accessories 2.5

70 07 21 16 08 Manufacturer’s Instructions Insulation 3.3.1

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

71 07 51 13 03 Product Data Asphalt 2.3

72 07 51 13 03 Product Data Felts 3.3.3

73 07 51 13 03 Product Data FLASHING MEMBRANE 2.2

74 07 51 13 03 Product Data Fasteners 2.7

75 07 51 13 03 Product Data Primer 2.5

76 07 51 13 03 Product Data Asphalt Roof Cement 2.6

77 07 51 13 03 Product Data Warranties 1.8

78 07 51 13 07 Certificates Qualifications of Applicator 1.4.1

79 07 51 13 08 Manufacturer’s Instructions Felts 3.3.3

80 07 51 13 08 Manufacturer’s Instructions Flashings 3.5.2

81 07 51 13 08 Manufacturer’s Instructions Asphalt 2.3

82 07 51 13 08 Manufacturer’s Instructions Primer 2.5

83 07 51 13 08 Manufacturer’s Instructions Fasteners 2.7

84 07 51 13 08 Manufacturer’s Instructions Cold Weather Conditions 1.6

85 07 51 13 11 Closeout Submittals WARRANTY 1.8

86 07 84 00 02 Shop Drawings Firestopping System 2.1

87 07 84 00 03 Product Data Firestopping Materials 2.2

88 07 84 00 06 Test Reports Inspection 3.3

89 07 84 00 07 Certificates Inspector Qualifications 1.5.2

90 07 84 00 07 Certificates Firestopping Materials 2.2

91 07 84 00 07 Certificates Installer Qualifications 1.5.1

92 07 92 00 03 Product Data Sealants 2.1

93 07 92 00 03 Product Data Primers 2.2

94 07 92 00 03 Product Data Field Adhesion 3.1

95 07 92 00 07 Certificates Indoor Air Quality 1.4.1

96 08 11 13 02 Shop Drawings Frames 2.1

97 08 11 13 03 Product Data Frames 2.1

98 08 14 00 02 Shop Drawings Doors 2.1

99 08 14 00 03 Product Data Doors 2.1

100 08 14 00 03 Product Data Accessories 2.2

101 08 14 00 03 Product Data Warranty 1.5

102 08 14 00 03 Product Data Fire Resistance Rating 2.1.2

103 08 14 00 04 Samples Door Finish Colors 2.3.4.2

104 08 14 00 06 Test Reports Cycle-Slam 2.4

105 08 14 00 06 Test Reports Hinge Loading Resistance 2.4

106 08 14 00 07 Certificates Certificates of Grade 1.3.1

107 08 14 00 07 Certificates Indoor Air Quality 1.3.2

108 08 14 00 11 Closeout Submittals Warranty 1.5

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

109 08 31 00 02 Shop Drawings Access Doors And Panels 1.3

110 08 31 00 03 Product Data Access Doors And Panels 1.3

111 08 31 00 03 Product Data Hardware 1.3.2

112 08 31 00 03 Product Data Accessories 2.1.6

113 08 31 00 03 Product Data Finishes 2.4

114 08 51 13 02 Shop Drawings Windows 2.1

115 08 51 13 02 Shop Drawings Fabrication Drawings 1.9

116 08 51 13 03 Product Data Windows 2.1

117 08 51 13 03 Product Data Fasteners 2.2.3

118 08 51 13 03 Product Data Window Performance 1.10

119 08 51 13 03 Product Data Weatherstripping 2.2.2

120 08 51 13 03 Product Data Adhesives 2.2.4

121 08 51 13 04 Samples Finish Sample 1.4.2.1

122 08 51 13 10 Operation and Maintenance Data Windows 2.1

123 09 22 00 02 Shop Drawings Metal support systems 2.1

124 09 29 00 03 Product Data Certifications 1.3

125 09 29 00 03 Product Data Gypsum Board 2.1.1

126 09 29 00 07 Certificates Asbestos Free Materials 2.1

127 09 29 00 07 Certificates Indoor Air Quality 1.3.1

128 09 29 00 08 Manufacturer’s Instructions Material Safety Data Sheets 2.1

129 09 29 00 10 Operation and Maintenance Data Manufacturer Maintenance Instructions 2.1

130 09 30 10 02 Shop Drawings Detail Drawings 3.2

131 09 30 10 03 Product Data Tile 2.1

132 09 30 10 03 Product Data Setting-Bed 2.2

133 09 30 10 03 Product Data Mortar, Grout, and Adhesive 2.4

134 09 30 10 04 Samples Tile 2.1

135 09 30 10 04 Samples Accessories 2.1

136 09 30 10 04 Samples Grout 2.4

137 09 30 10 07 Certificates Tile 2.1

138 09 30 10 07 Certificates Mortar, Grout, and Adhesive 2.4

139 09 30 10 08 Manufacturer’s Instructions Maintenance Instructions 3.5

140 09 30 10 10 Operation and Maintenance Data Installation 3.2

141 09 51 00 02 Shop Drawings Approved Detail Drawings 1.2

142 09 51 00 03 Product Data Acoustical Ceiling Systems 1.2.1

143 09 51 00 04 Samples Acoustical Units 2.1

144 09 51 00 04 Samples Acoustic…