P7235170SPEC.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

Major Maintenance and Repair, Buildings 1 and 2

PSN 7235170

AT

U.S. COAST GUARD

SECTOR NORTHERN NEW ENGLAND

SOUTH PORTLAND, MAINE

February 23, 2017

DAVID MILES DAVE GLASS

PROJECT MANAGER BRANCH CHIEF

A. A. JACOBS

TECHNICAL DIRECTOR

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100.

WARWICK, RHODE ISLAND 02886

SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR 7235170

CG SECTOR NNE, SOUTH PORTLAND, ME

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

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION 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 AND DECONSTRUCTION

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 01 32 CONCRETE REHABILITATION

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 01 20.70 UNIT MASONRY CLEANING AND RESTORATION

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 51 13 BUILT-UP ASPHALT ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 32 15 GLASS TOP-HUNG SLIDING DOOR SYSTEMS

08 36 13 SECTIONAL OVERHEAD DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

PROJECT TABLE OF CONTENTS Page 1

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 69 19 STRINGERLESS ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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 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 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 2

32 12 17 HOT MIX BITUMINOUS PAVEMENT

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

10/10

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes repairs and renovations to Buildings 1 and 2.

Phased/sequenced construction shall be required as indicated. The buildings will remain fully operational throughout the construction period, with the exception of spaces to be vacated per the phasing plans, as indicated on the Drawings and as specified in Section 01 14 00 WORK RESTRICTIONS. Scope of Work includes providing temporary office trailer (for USCG personnel other than the Command Post) and utilities from Building 3A, providing temporary utilities for Government provided Enhanced Mobile Incident Command Post (eMICP) trailer from Building 6, reconfiguration of existing spaces, including demolition and selective removals, select hazardous materials removals, and salvaging fixtures and equipment for reinstallation. New work includes partitions, doors, windows, ceilings (SAT and gypsum board), raised access flooring, finishes, repairs to existing disturbed finishes, Command Center fire alarm system including the Base receiving panel, and all associated mechanical, plumbing, electrical and communications work in support of the reconfiguration. Additional work includes replacing interior and exterior lighting, consolidating and updating the electrical distribution system, repairing exterior spalled concrete, repointing/repairing brick masonry, replacing roof systems and insulation, and addressing water infiltration at Building 2 (regrading and site drainage); and incidental related work as specified herein and as indicated on sheets of Drawing Number P7235170.

1.1.2 Project Options

Option 1A: Building 1 - Windows (Only) Replacement

Option 1B: Building 2 - Windows (Only) Replacement

Option 2: Temporary Trailer for USCG Command Center Personnel and Utility Connections to Building 2

1.1.3 Location

The work shall be located at the U.S. Coast Guard Sector Northern New England (NNE) facility in South Portland, Maine, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.1.4 Temporary Facilities

Provide temporary facilities as indicated on Sheets C-001 and C-002.

Coordinate the final locations of the temporary facilities and utility connections with the Contracting Officer.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, SECTION 01 11 00 Page 1

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 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 shall be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be specified or to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contact a utility locating service 48 hours prior to excavating. Contractor is responsible for marking all utilities not marked by the utility locating service.

1.4 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52-245-4, Government-Furnished Property (Short Form)", the Government will furnish the following materials and equipment for installation by the Contractor:

DESCRIPTION

Contractor shall coordinate installation of Wall of Knowledge equipment (monitors, mounts, blocking, connections, and ancillary support).

1.5 SUPERVISION

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.

1.6 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.

SECTION 01 11 00 Page 2

1.7 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 at various times that work is being performed.

1.7.1 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 initiating the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer's representative.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

07/07

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 equipment shall be conspicuously marked for identification. The use of metal track vehicles is prohibited on paved surfaces. Utilize rubber tire or rubber track vehicles.

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 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours and 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

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.

Relocate movable furniture and equipment approximately 6 feet away from the Contractor's working areas or as required to perform the work, protect the furniture and equipment, and replace the furniture and equipment in their original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily

SECTION 01 14 00 Page 1 disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the buildings scheduled to receive work, unless indicated otherwise.

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 in the paragraph "Work Outside Regular Hours."

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 shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruption shall be further limited to less than 8 hours scheduled with a minimum of 72 hours notice to Contracting Officer and a maximum outage of 30 minutes for necessary unscheduled outages with the approval of the Contracting Officer. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor shall 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 shall 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 will not be permitted to enter buildings or areas not covered by this contract, except on prior approval of the Contracting Officer and the Commanding Officer of the facility.

1.2.2 Parking

Contractor parking and laydown/storage areas are as indicated on Sheet C-001.

Prohibited on any piers and waterfront areas. Do 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 or ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment.

1.3 PROJECT SEQUENCING/PHASING REQUIREMENTS

Implementation of the project will require sequencing and phasing as indicated below and as directed and approved by the Contracting Officer.

SECTION 01 14 00 Page 2

Refer to Sheets G-003 and G-004 for additional information.

a. Phase 1: Temporary office trailer and utilities from Building 3A and temporary utilities from Building 6 for Government provided eMICP trailer. Building 2 start and complete all work. U.S. Coast Guard personnel will vacate Building 2 for Contractor to perform the contract work. First floor U.S. Coast Guard materials storage will remain accessible for U.S. Coast Guard personnel to retrieve/restock.

If Option 2 is exercised, it shall be provided under Phase 1.

b. Phase 2: When Building 2 is complete and accepted, start and complete all work for Building 1. U.S. Coast Guard personnel will vacate Building 1 for Contractor to perform contract work. Phase 2 is limited to 120 days including acceptance of the work.

c. Exterior renovations for both buildings (including roof replacement, site and Option 1 if exercised) shall be ongoing throughout all phases except contract work shall not disrupt U.S. Coast Guard personnel and/or U.S. Coast Guard operations in Building 1.

Note #1: Phase 2 shall not start until Contractor has essential building materials and equipment (long lead items such as HVAC equipment) on site.

Note #2: Contractor shall remove only as many windows per day as new windows can be installed at the end of each work day.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 3

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

02/10

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

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. 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. For contracts under $25,000, a Schedule of Values is not required. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

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

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

SECTION 01 32 00 Page 1

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 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.

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 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or 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.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule and Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule and Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule and 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 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/10

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,k diagrams, manufacturer's descriptive literature, catalog data and other data to illustrate a 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 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 Environmental protection plan

SD-02 Shop Drawings

SECTION 01 33 00 Page 1

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

Fabricated or unfabricated 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 accord with specified requirements. (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 finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

SECTION 01 33 00 Page 2

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 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 purpose of which is to further quality of 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 Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, SECTION 01 33 00 Page 3 submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

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.

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.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and (f) as delivered by the Government. Verify that all submittals required for the project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

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

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organizations 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

SECTION 01 33 00 Page 4 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 the same time.

c. When acceptability of a submittal is dependant 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.

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 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

1.4.4.2 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 savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 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.

1.4.4.4 Review Schedule Is Modified

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

SECTION 01 33 00 Page 5 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 the 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 the Contracting Officer, to a limit of 4 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal 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 the work must be accomplished as basis of submittal.

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

Submittals will be returned with one of the following notations:

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

b. Submittals marked "approved" "see below" authorize Contractor to

SECTION 01 33 00 Page 6 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 approved changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit electronically each submittal, 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; anything larger 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.each submittal, except sample installations and sample panels, to office of approving authority.

1.5.2 Identifying Submittals

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Mark each copy of each submittal 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, add 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.

f. Project identification and location in project.

1.5.3 Format for Product Data

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

SECTION 01 33 00 Page 7

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 are not to 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 bound volume for 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. Use the same unit of measure for shop drawings 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 1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 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.

SECTION 01 33 00 Page 8

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to 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 do a separate sheet accompanying document.

b. Operation and Maintenance Manual Data: Submit in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA. Include components required in that section and the various technical sections.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. When hard copies are required, submit two copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for 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.

b. Submit one sample panel. 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 SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.5 Number of Copies Administrative Submittals

a. Unless otherwise specified, submit administrative submittals

SECTION 01 33 00 Page 9 compliance with quantity requirements specified for product data.

b. Submit administrative submittals required under "SD-19 Operation and Maintenance Manuals" to conform to Section 01 78 23 OPERATION

AND MAINTENANCE DATA.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 33 00 Page 10

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SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR

01 32 00 SD-01 Preconstruction Submittals

1.2Construction Schedule

1.2Schedule of Values

01 33 00 SD-01 Preconstruction Submittals

1.3.1Submittal register

01 35 29 SD-07 Certificates

1.4Accident Prevention Plan (APP)

01 50 00 SD-01 Preconstruction Submittals

1.6.1Traffic control plan

1.3Construction site plan

SD-07 Certificates

1.4.1Backflow Preventer Devices

01 57 19 SD-01 Preconstruction Submittals

3.6Environmental Protection Plan

1.4Dirt and Dust Control Plan

SD-06 Test Reports

1.5Laboratory Analysis

SD-11 Closeout Submittals

1.6.1Preconstruction Survey

1.6.2Solid Waste Disposal Permit

1.6.3Waste Determination

Documentation

1.6.4Disposal Documentation for

Hazardous and Regulated Waste

1.6.5Contractor 40 CFR Employee

Training Records

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR

01 57 19 1.6.6Regulatory Notification

1.6.7Erosion and Sediment Control

Inspection Reports

1.6.8Solid Waste Disposal Report

1.11Contractor Hazardous Material

Inventory Log

01 77 00 SD-10 Operation and Maintenance

Data

1.2Equipment/Product Warranty List

SD-11 Closeout Submittals

1.4As-Built Drawings

1.5As-Built Record Of Equipment and Materials

1.6Operation and Maintenance

Manuals

02 41 00 SD-01 Preconstruction Submittals

1.2.1Demolition and Deconstruction

Plan

1.10Existing Conditions

SD-07 Certificates

1.7Notification

SD-11 Closeout Submittals

3.3.4Receipts

02 82 16.00 20 SD-03 Product Data

3.1.4Local Exhaust Equipment

3.1.5Vacuums

SUBMITTAL REGISTER

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TITLE AND LOCATION CONTRACTOR

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SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR

02 82 16.00 20 3.1.1.1Respirators

3.1.4Pressure Differential Automatic

Recording Instrument

1.2.2Amended Water

3.1.7Glovebags

1.3.8Material Safety Data Sheets

(MSDS) for all materials

2.1Encapsulants

SD-06 Test Reports

1.5.5Air Sampling Results

1.5.6Pressure Differential Recordings

For Local Exhaust System

3.3.3.2Asbestos Disposal Quantity

Report

3.2.6.3Clearance Sampling

SD-07 Certificates

1.3.9Asbestos Hazard Abatement Plan

1.3.10Testing Laboratory

1.5.1Private Qualified Person

Documentation

1.5.4Contractor's License

1.5.2Competent Person

1.5.3Worker's License

1.3.11Landfill Approval

1.3.3Employee Training

1.3.12Medical Certification

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR

02 82 16.00 20 1.3.11Waste Shipment Records

1.3.6Respiratory Protection Program

1.3.11Delivery Tickets

3.1.5Vacuums

3.1.2.3Water Filtration Equipment

3.1.5Ventilation Systems

3.1Equipment Used To Contain

Airborne Asbestos Fibers

2.1Encapsulants

1.3.4Notifications

SD-11 Closeout Submittals

1.3.4Notifications

1.6.1Rental Equipment

1.3.6.1Respirator Program Records

1.3.4Permits and Licenses

02 83 13.00 20 SD-01 Preconstruction Submittals

1.5.2.3Occupational and Environmental

Assessment Data Report

1.5.2.2Lead Compliance Plan

1.5.1.1Competent Person

1.5.1.2Training Certification

1.5.2.8Lead Waste Management Plan

3.5.2.1Written Evidence

1.5.2.4Medical Examinations

SD-06 Test Reports

1.5.2.3Sampling Results

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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02 83 13.00 20 1.5.2.3Occupational and Environmental

Assessment Data Report

SD-07 Certificates

1.5.1.3Testing Laboratory

3.1.1.1Occupant Notification

3.5.1.1Clearance Certification

SD-11 Closeout Submittals

3.5.2.1hazardous waste manifest

3.5.2.1turn-in documents or weight tickets

03 01 32 SD-01 Preconstruction Submittals

1.6.5Repair Plan

1.6.1.1Contractor Qualifications

1.11Field Survey Results

SD-03 Product Data

2.1.1Pre-Packaged Material

1.6.4.1Admixtures

SD-06 Test Reports

2.1.1Pre-Packaged Material

1.6.4.1Aggregates

1.6.4.1Admixtures

1.6.4.1Cement

1.6.4.2Water

SD-08 Manufacturer’s Instructions

2.1.1Pre-Packaged Material

1.6.4.1Admixtures

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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CONTRACTOR

ACTION

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SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR

03 01 32 1.12Manufacturer's Material Safety

Data Sheets

03 30 53 SD-02 Shop Drawings

1.4Installation Drawings

SD-03 Product Data

2.2.3.1Air-Entraining Admixture

2.2.3.2Accelerating Admixture

2.2.3.3Water-Reducing or Retarding

Admixture

2.2.9Curing Materials

2.2.6Expansion Joint Filler Strips, Premolded

3.2Conveying and Placing Concrete

2.2.7Formwork

2.3Mix Design Data

2.3Ready-Mix Concrete

2.4.1Curing Compound

SD-06 Test Reports

2.2.2Aggregates

2.1.3Concrete Mixture Proportions

3.8.3Compressive Strength Testing

3.8.3Slump

3.8.3Air Content

2.2.4Water

SD-07 Certificates

2.2.1Cementitious Materials

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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CONTRACTOR

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SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR

03 30 53 2.2.2Aggregates

2.3Delivery Tickets

SD-08 Manufacturer’s Instructions

2.4.1Curing Compound

04 01 20.70 SD-01 Preconstruction Submittals

1.5.2Qualifications

SD-02 Shop Drawings

1.5.4Photographic Documentation

SD-03 Product Data

1.5.2Qualifications

1.5.5Cleaning and Restoration

Methods

2.1Cleaning Materials

2.1.3Biocides

2.2.2.2Replacement Mortar

2.4Mortar Mix

3.4.7.2Stone Consolidants

SD-04 Samples

1.5.6Mock-ups

SD-05 Design Data

3.5.1Structural Upgrades

SD-06 Test Reports

2.2.2.1Testing and Matching

SD-07 Certificates

2.2Repair Materials

05 50 13 SD-02 Shop Drawings

SUBMITTAL REGISTER

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SECTOR NNE, BUILDINGS 1 & 2, MAJOR MAINTENANCE AND REPAIR

05 50 13 2.3Access Doors and Panels

2.4Miscellaneous Framing and

Supports

SD-03 Product Data

2.3Access Doors and Panels

06 10 00 SD-03 Product Data

1.8Fire-retardant Treatment

SD-06 Test Reports

1.4.3Preservative-treated

SD-07 Certificates

1.9.1Certificates of Grade

1.7Preservative Treatment

06 41 16.00 10 SD-02 Shop Drawings

2.8Shop Drawings

3.1Installation

SD-03 Product Data

2.1Wood Materials

2.2Plastic Laminates

2.5Cabinet Hardware

06 61 16 SD-02 Shop Drawings

3.1Installation

SD-03 Product Data

2.1Solid Polymer Material

1.4.1Qualifications

2.3Fabrications

SD-06 Test Reports

SUBMITTAL REGISTER

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06 61 16 2.1Solid Polymer Material

SD-07 Certificates

2.3Fabrications

1.4.1Qualifications

SD-10 Operation and Maintenance

Data

3.2Clean-up

07 14 00 SD-03 Product Data

2.1Fluid-applied membrane

2.2Membrane primer

2.5Elastomeric sheet

2.7Flexible foam-backed elastomeric sheet

3.3Solvent

3.4.1Moisture meter

2.8Protection board

2.4Bond breaker

07 21 16 SD-03 Product Data

2.1Blanket Insulation

SD-08 Manufacturer’s Instructions

3.3.1Insulation

07 22 00 SD-02 Shop Drawings

1.3Insulation Board Layout

1.3Verification of Existing Conditions

SD-03 Product Data

2.1Insulation

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