P5201254Specs.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATION FOR

Repair Martha’s Vineyard Housing

PSN 5201254

USCG Base CAPE COD HOUSING

VARIOUS SITES

MARTHA’S VINEYARD, MASSACHUSETTS

(DUKES COUNTY)

PROJECT ENGINEER BRANCH CHIEF

A. A. JACOBS, BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET, SUITE 100

WARWICK, RHODE ISLAND 02886

Repair Martha's Vineyard Housing 5201254

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals list of contractor personnel

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The base bid work includes the following items and incidental work, but is not limited to the following;

2 Olde Schoolhouse Village

a. Exterior Envelope

(1) Cedar Shake, Window, Door, Interior Gypsum Board, and Batt Insulation Demolition

(2) Removal and Replacement of Deteriorated Exterior Sheathing

(3) Installation of Exterior Vinyl Siding, Windows, and Exterior Doors

(4) Installation of Code Compliant Batt Insulation, Gypsum Board, and Interior Painting

(5) Structural Upgrades (Roof Rafter Augmentation)

b. Kitchen Upgrades

(1) Cabinet, Countertop, and Sink Removal

(2) Finish Flooring Removal (Kitchen/Dining Room)

(3) Cabinet, Solid Surface Countertop, and Sink Installation

(4) Vinyl Composition Plank Flooring Installation (Kitchen/Dining Room)

c. Driveway Repairs (Installation of Crushed Stone)

SECTION 01 11 00 Page 1

33 Bernard Circle

a. Concrete Foundation Wall Removal and Replacement

b. Exterior Envelope

(1) Cedar Shake, Window, Door, Interior Gypsum Board, and Batt Insulation Demolition

(2) Removal and Replacement of Deteriorated Exterior Sheathing

(3) Installation of Exterior Vinyl Siding, Windows, and Exterior Doors

(4) Installation of Code Compliant Batt Insulation, Gypsum Board, and Interior Painting

(5) Structural Upgrades (Roof Rafter Augmentation)

c. Exterior Deck Removal and Replacement

d. Driveway Repairs (Installation of Crushed Stone)

e. First Floor Redesign

(1) Demolition of Kitchen, Interior Gypsum Board Partition Walls, Bathroom Plumbing Fixture Removal, Toilet Accessories Removal, and Finish Flooring

(2) Installation of Kitchen, Interior Gypsum Board Partition Walls, Interior Doors, Vanity and Countertop, Plumbing Fixtures, Toilet Accessories, Finish Flooring, and Painting

f. Main Level Bathroom Upgrades

(1) Toilet and Faucet Removal

(2) Toilet and Faucet Installation

(3) Clean and Seal Ceramic Tile Wainscot

g. Finish Flooring Replacement not Associated with the Redesign Area

h. Door Replacement not Associated with the Redesign Area

i. Floor/Ceiling Insulation Replacement

j. Asphalt Shingle Roof Replacement (Includes Fascia, Soffits, Gutters, and Downspouts)

140 Tellette Street

a. Exterior Envelope

(1) Cedar Shake, Window, Door, Interior Gypsum Board, and Batt Insulation Demolition

(2) Removal and Replacement of Deteriorated Exterior Sheathing

SECTION 01 11 00 Page 2

(3) Installation of Exterior Vinyl Siding, Windows, and Exterior Doors

(4) Installation of Code Compliant Batt Insulation, Gypsum Board, and Interior Painting

(5) Structural Upgrades (Roof Rafter Augmentation)

b. Driveway Repairs (Installation of Crushed Stone)

c. Upper Level Bathroom Upgrades

(1) Toilet and Faucet Removal

(2) Toilet and Faucet Installation

(3) Removal and Installation of Finish Flooring

d. Insulation Upgrades

(1) Gypsum Board Ceiling Removal

(2) Ceiling Insulation Removal

(3) Floor/Ceiling Insulation Installation

(4) Gypsum Board Installation

(5) Painting

e. Ceiling Mounted Lighting Fixtures in all Rooms

f. Missing Detector Head Replacement

62 Pontiac Street

a. Civil Upgrades (Sitework)

b. Exterior Envelope

(1) Cedar Siding, Window, Door, Interior Gypsum Board, and Batt Insulation Demolition

(2) Removal and Replacement of Deteriorated Exterior Sheathing

(3) Installation of Exterior Vinyl Siding, Windows, and Exterior Doors

(4) Installation of Code Compliant Batt Insulation, Gypsum Board, and Interior Painting

(5) Structural Upgrades (Roof Rafter Augmentation)

c. Second Floor Redesign

(1) Interior Wall Partitions, Bathroom Plumbing Fixtures, Toilet Accessory, and Finish Flooring Removal

(2) Installation of Interior Wall Partitions, Plumbing Fixtures, SECTION 01 11 00 Page 3

Toilet Accessories, Doors, and Finish Flooring

(3) Painting

d. Insulation Upgrades

(1) Gypsum Board Ceiling Removal (Asbestos Containing Material)

(2) Insulation Removal

(3) Floor/Ceiling Insulation Installation

(4) Gypsum Board Ceiling Installation

(5) Painting

1.3.2 Optional Bid Items

The Contractor shall provide an optional bid item for each item listed.

The work associated with each option includes, but is not limited to the following listed items.

1.3.2.1 Optional Bid Item 1

2 Olde Schoolhouse Village

a. Insulation Upgrades

(1) Gypsum Board and Insulation Removal

(2) Installation of Insulation, Gypsum Board, and Painting

b. Installation of Ceiling Mounted Light Fixtures in all rooms

33 Bernard Circle

a. MEP Upgrades

(1) Oil Tank Replacement

(2) Plumbing (Hot Water Heater, and Insulation of all Piping)

(3) New Electrical Panel

(4) Ceiling Mounted Light Fixtures in all Rooms

(5) Replace Missing Smoke Detector Heads

(6) Provide new Hard Wired Smoke Detector Heads

140 Tellette Street

a. First Floor Redesign

(1) Demolition of Kitchen, Interior Gypsum Board Partition Walls, Vanity and Countertop, Bathroom Plumbing Fixture Removal, Toilet Accessories Removal, and Finish Flooring

(a) Credit for salvage of kitchen cabinet and countertop in Base

SECTION 01 11 00 Page 4

Bid amount

(2) Installation of Kitchen, Interior Gypsum Board Partition Walls, Interior Doors, Vanity and Countertop, Plumbing Fixtures, Toilet Accessories, Finish Flooring, and Painting

(a) Credit for reinstallation of kitchen cabinets and countertop in Base bid amount

(b) Credit for installation of 1 exterior window unit in Base Bid amount

(c) Credit for reinstallation of tub in Base Bid amount

(d) Credit for painting of existing first floor plan in Base Bid amount

62 Pontiac Street

a. First Floor Redesign

(1) Demolition of Kitchen, Interior Gypsum Board Partition Walls, Vanity and Countertop, Bathroom Plumbing Fixture Removal, Toilet Accessories Removal, and Finish Flooring

(a) Credit for salvage of kitchen cabinet and countertop in Base Bid amount

(2) Installation of Kitchen, Interior Gypsum Board Partition Walls, Interior Doors, Vanity and Countertop, Plumbing Fixtures, Toilet Accessories, Finish Flooring, and Painting

(a) Credit for reinstallation of kitchen cabinets and countertop in Base bid amount

(b) Credit for installation of 1 exterior window unit in Base Bid amount

(c) Credit for reinstallation of tub in Base Bid amount

(d) Credit for painting of existing first floor plan in Base Bid amount

1.3.2.2 Optional Bid Item 2

12 Forest Avenue

a. Foundation Wall Removal and Replacement

b. Exterior Envelope

(1) Cedar Shake, Window, Door, Interior Gypsum Board, and Batt Insulation Demolition

(2) Removal and Replacement of Deteriorated Exterior Sheathing

(3) Installation of Exterior Vinyl Siding, Windows, and Exterior Doors

SECTION 01 11 00 Page 5

(4) Installation of Code Compliant Batt Insulation, Gypsum Board, and Interior Painting

(5) Structural Upgrades (Roof Rafter Augmentation)

c. Driveway Repairs (Installation of Crushed Stone)

d. Removal and Replacement of Rear Deck

12 Painter Way

a. Exterior Envelope

(1) Cedar Shake, Window, Door, Interior Gypsum Board, and Batt Insulation Demolition

(2) Removal and Replacement of Deteriorated Exterior Sheathing

(3) Installation of Exterior Vinyl Siding, Windows, and Exterior Doors

(4) Installation of Code Compliant Batt Insulation, Gypsum Board, and Interior Painting

(5) Structural Upgrades (Roof Rafter Augmentation)

b. Removal and Replacement of Rear Deck

c. Driveway Repairs (Installation of Crushed Stone)

d. Insulation Upgrades

(1) Gypsum Board Ceiling Removal (Asbestos Containing Material)

(2) Insulation Removal

(3) Floor/Ceiling Insulation Installation

(4) Gypsum Board Ceiling Installation

(5) Painting

e. Asbestos Abatement

(1) Abatement of Asbestos Containing Materials not indicated for removal in other repairs

(2) Gypsum Board Installation (Walls and Ceiling)

(3) Painting

62 Hazelwood Avenue

a. Exterior Envelope

(1) Cedar Shake, Window, Door, Interior Gypsum Board, and Batt Insulation Demolition

(2) Removal and Replacement of Deteriorated Exterior Sheathing

SECTION 01 11 00 Page 6

(3) Installation of Exterior Vinyl Siding, Windows, and Exterior Doors

(4) Installation of Code Compliant Batt Insulation, Gypsum Board, and Interior Painting

(5) Structural Upgrades (Roof Rafter Augmentation)

b. Removal and Replacement of Rear Deck

c. Driveway Repairs (Installation of Crushed Stone)

d. Kitchen Renovations

(1) Cabinet, Countertop, and Stainless Steel Sink Removal

(2) Interior Wall Partition Removal

(3) Finish Flooring Removal (Kitchen/Dining Room)

(4) Cabinetry, Solid Surface Countertop, and Stainless Steel Sink Installation

(5) Interior Partition Framing and Gypsum Board Installation

(6) Linoleum Composite Tile Flooring

(7) Painting

e. Bathroom Upgrades

(1) Toilet and Faucet Removal

(2) Toilet and Faucet Installation

(3) Clean and Seal Ceramic Tile Wainscot

f. Finish Flooring Upgrades

g. Insulation Upgrades

(1) Gypsum Board Ceiling Removal (Asbestos Containing Material)

(2) Insulation Removal

(3) Floor/Ceiling Insulation Installation

(4) Gypsum Board Ceiling Installation

(5) Painting

h. Asbestos Abatement

(1) Abatement of Asbestos Containing Materials not indicated for removal in other repairs

(2) Gypsum Board Installation (Walls and Ceiling)

SECTION 01 11 00 Page 7

(3) Painting

i. Asphalt Shingle Roof Replacement (Includes Fascia, Soffits, Gutters, and Downspouts)

j. MEP Upgrades

(1) Hot Water Heater and Plumbing Piping Insulation

(2) Installation of New Electrical Panel

(3) Replacement of Missing Detector Heads

1.3.2.3 Optional Bid Item 3

12 Forest Avenue

a. Asbestos Abatement of Gypsum Board Ceilings

b. Asphalt Shingle Roof Replacement (Includes Fascia, Soffits, Gutters, and Downspouts)

(1) Credit for downspout salvage and reinstallation in Base Bid amount

12 Painter Way

a. Removal and Replacement of Front Entry Deck

b. Bathroom Upgrades (First and Second Floor)

(1) Toilet and Faucet Removal

(2) Toilet and Faucet Installation

(3) Clean and Seal Ceramic Tile Wainscot

c. MEP Upgrades

(1) Electric to Oil Heat Conversion

(2) Installation of Plumbing Pipe Insulation

(3) Installation of New Electric Panel

1.3.3 Unit Priced Bid Options

The following Unit Prices, if accepted in the award of this Contract, shall be used in establishing the adjustment of Contract Price for additions to or deductions from the Work. Unit Prices listed shall include all costs, profit and overhead and no further surcharges are to be added to any Unit Price item of Work that may be done.

Unit prices for fabricated items shall include all necessary connections and fastenings required to produce complete framing assemblies.

The Bidder (Contractor) shall maintain detailed logs recording all materials, weight and quantity slips, labor, equipment, invoices, statements and other services applicable to the unit price. All logs shall

SECTION 01 11 00 Page 8 be quantified and submitted to the Contracting Officer on a weekly basis.

BIDDER agrees that the below listed unit prices will not contain anything to alter or void the Lump Sum Proposal and that applicable contents of this Proposal shall be binding on the unit prices and the work involved whether or not it be specifically stated.

All work covered by the unit prices enumerated below shall be performed in accordance with requirements of the specifications.

1.3.3.1 Unit Priced Bid Option 1 (Plywood Roof Deck Replacement)

Contractor shall provide a per square foot unit priced bid option for the removal of one (1) square foot of existing deteriorated wood roof deck and the provision and installation of one (1) square foot of wood roof decking which matches the thickness and profile of existing wood roof deck to remain

1.3.3.2 Unit Priced Bid Option 2 (Exterior Plywood Sheathing Replacement)

Contractor shall provide a per square foot unit priced bid option for the removal of one (1) square foot of existing deteriorated exterior plywood sheathing and the provision and installation of one (1) square foot of exterior plywood sheathing which matches the thickness and profile of existing exterior plywood sheathing to remain

1.3.4 Location

The work shall be located on the island of Martha's Vineyard at the following addresses and towns:

a. 12 Painter Way, Tisbury, MA, 02568

b. 33 Bernard Circle, Tisbury, MA, 02568

c. 62 Hazelwood Avenue, Tisbury, MA, 02568

d. 2 Olde Schoolhouse Village, Oak Bluffs, MA, 02557

e. 12 Forest Avenue, Oak Bluffs, MA, 02557

f. 62 Pontiac Street, Oak Bluffs, MA, 02557

g. 140 Tellette Street, Oak Bluffs, MA, 02557

The exact location of each single family residences will be shown by the Contracting Officer.

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 which is to 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

SECTION 01 11 00 Page 9 which existed before new work started.

1.5 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.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 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.

1.7 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.

1.8 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 inspections at various times that work is being performed.

1.8.1 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.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use e-mail to notify the Contractor of base access conditions when emergency conditions warrant, SECTION 01 11 00 Page 10 such as hurricanes, terrorist threats, etc. Multiple e-mail addresses will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this e-mail address.

1.10 CONTRACTOR PERSONNEL REQUIREMENTS

1.10.1 Subcontractors and Personnel

Furnish a list of contractor personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 11

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity 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.

1.2.2 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.

1.2.3 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.

1.2.4 Existing Buildings

The Contractor shall be working in an existing building and around existing buildings which are occupied.

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.

1.3 SECURITY REQUIREMENTS

1.3.1 Parking

It would be recommended that construction workers carpool to the construction site as there is limited parking on the site. The single family residences contain a driveway that could accomadate two or three vehicles at most. If the Contractor decides to place a storage trailer on the site then parking would be limited even further. All other required

SECTION 01 14 00 Page 1 parking will need to be off-site at the contractor's expense.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 2

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.3 CONSTRUCTION SCHEDULE AND SCHEDULE OF VALUES

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 part of 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.

Schedule shall be a comprehensive, fully developed, horizontal, Gantt-chart-type schedule. 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, SECTION 01 32 00 Page 1

Operation and Maintenance Manuals, Posted Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station Operations

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.

1.4 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 purchase orders and confirmation of 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

SECTION 01 32 00 Page 2 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

PART 1 GENERAL

1.1 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 DEFINITIONS

1.2.1 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."

1.2.2 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.

1.2.3 Submittal Descriptions (SD)

SD-01 Preconstruction Submittals

Construction Schedule Submittal register Schedule of values Health and safety plan

SECTION 01 33 00 Page 1

Work plan Environmental protection plan Contractor key personnel contact information Contractor contact E-mail address

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

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.

SECTION 01 33 00 Page 2

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.

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-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, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.4 Approving Authority

Person authorized to approve submittal.

SECTION 01 33 00 Page 3

1.2.5 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.

1.3 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal register

1.4 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses.

1.4.1 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.

1.5 PROCEDURES FOR SUBMITTALS

1.5.1 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.

1.5.2 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 the same time.

c. When acceptability of a submittal is dependant on conditions, items, or

SECTION 01 33 00 Page 4 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.

1.5.3 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 that includes a minimum of 10 working days for the government's approving authority.

The government's review period shall begin with receipt of the submittal by the approving authority. Any submittal received after 12:00PM by the approving authority shall be considered to have been received on the next business day.

1.5.4 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.

1.5.4.1 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).

1.5.4.2 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.

1.5.4.3 Warranting That Variations 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.

1.5.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.5.5 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.

SECTION 01 33 00 Page 5

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 20 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.

1.5.6 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.

1.5.7 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 proceed with work as noted provided Contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or

SECTION 01 33 00 Page 6 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.

1.6 FORMAT OF SUBMITTALS

1.6.1 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.

1.6.2 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.

1.6.3 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.

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

SECTION 01 33 00 Page 7 submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.6.4 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.

1.6.5 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.

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

SECTION 01 33 00 Page 8 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.

1.6.6 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.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of Product Data

a. When hard copies are required, submit four copies for Government use plus number of copies the contractor requires. The Government will keep four copies of reviewed documents and return a maximum of 2 copies to the contractor of submittals of product data.

1.7.2 Number of Copies of Shop Drawings

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

1.7.3 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.

1.7.4 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.7.5 Number of Copies Administrative Submittals

a. Unless otherwise specified, submit administrative submittals 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."

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PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

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01 11 00 SD-01 Preconstruction Submittals 1.10.1list of contractor personnel

01 32 00 SD-01 Preconstruction Submittals 1.3Construction Schedule 1.3Schedule of Values

01 33 00 SD-01 Preconstruction Submittals 1.4.1Submittal register

01 35 29 SD-07 Certificates 1.4.2.1Accident Prevention Plan (APP) 1.5Accident Prevention Plan (APP)

SD-11 Closeout Submittals Reports

01 57 19 SD-01 Preconstruction Submittals 1.7Environmental Protection 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 1.6.6Regulatory Notification

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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

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01 57 19 1.6.7Solid Waste Disposal Report 1.9Contractor Hazardous Material

List 01 77 00 SD-10 Operation and Maintenance

Data 1.5.1Equipment/Product Warranty List

SD-11 Closeout Submittals 1.4.1As-Built Drawings 1.5.1Warranties 1.3Hazardous Material Reporting

02 41 00 SD-01 Preconstruction Submittals 1.12Existing Conditions

SD-07 Certificates 1.3.1Demolition Plan 1.9Notification 1.9.1Demolition Firm Qualifications

02 82 14.00 10 SD-02 Shop Drawings 1.5Detailed Drawings

SD-03 Product Data 3.10.3.1Asbestos Waste Shipment

Records 1.2Weight Bills and Delivery Tickets 2.1Encapsulates 1.10.1Respiratory Protection Program 3.10Cleanup and Disposal 1.7.1Qualifications

SUBMITTAL REGISTER

CONTRACT NO.

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02 82 14.00 10 1.12Training Program 1.9.1Licenses, Permits and

Notifications 3.10.3.2Asbestos Management Plan

SD-06 Test Reports 3.8Exposure Assessment and Air

Monitoring 1.8.3Local Exhaust System

SD-07 Certificates 1.8.3Local Exhaust System 2.1Encapsulates 1.10Medical Surveillance

Requirements 03 20 00.00 10 SD-02 Shop Drawings

3.1Reinforcement SD-07 Certificates

2.3Reinforcing Steel 03 30 00 SD-01 Preconstruction Submittals

1.7.6Quality Control Plan SD-02 Shop Drawings

1.7.2.1Reinforcing steel SD-03 Product Data

2.4.8Joint sealants 2.4.7Joint filler 2.4.1Cementitious Materials 2.4.6Vapor retarder and Vapor barrier

SUBMITTAL REGISTER

CONTRACT NO.

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03 30 00 2.3.3Concrete Curing Materials 2.5Reinforcement 2.4.5Admixtures

SD-05 Design Data 2.3.1mix design

SD-06 Test Reports 1.7.1.1Concrete mix design 2.4.3Aggregates 3.12.2.3Compressive strength tests 3.12.2.1Slump Tests

SD-07 Certificates 2.5.1Reinforcing Bars 1.7.3.1Material Safety Data Sheets

SD-08 Manufacturer’s Instructions 2.3.3Curing Compound

04 20 00 SD-03 Product Data 2.3.3Cement 1.6.2Cold Weather Installation 2.4Water-Repellant Admixture

SD-04 Samples 2.2Concrete Masonry Units (CMU) 2.8Expansion-Joint Materials 2.6Joint Reinforcement

SD-05 Design Data 2.3.4Pre-mixed Mortar 1.3.1.1Unit Strength Method

SUBMITTAL REGISTER

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04 20 00 SD-06 Test Reports 3.11.1Single-Wythe Masonry Wall

Water Penetration Test SD-07 Certificates

2.2Concrete Masonry Units (CMU) 2.6Joint Reinforcement 2.3.3Masonry Cement 2.3.1Admixtures for Masonry Mortar 2.5.1Admixtures for Grout

SD-08 Manufacturer’s Instructions 2.3.3Masonry Cement

05 12 00 SD-01 Preconstruction Submittals 1.5.1.1Erection Drawings

SD-02 Shop Drawings 1.5.2Fabrication drawings

SD-03 Product Data 2.5.2Shop primer 2.3.1Welding electrodes and rods 2.3.2Non-Shrink Grout

SD-06 Test Reports 2.2Bolts, nuts, and washers 3.7.2Embrittlement Test Reports

SD-07 Certificates 2.1Steel 2.2Bolts, nuts, and washers 2.4Galvanizing

SUBMITTAL REGISTER

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05 12 00 1.5.3.1Welding procedures and qualifications

2.3.1Welding electrodes and rods 06 10 00 SD-03 Product Data

2.3.2Adhesives SD-06 Test Reports

1.5.3Preservative-treated SD-07 Certificates

1.9.1Certificates of grade 1.8Preservative treatment

SD-11 Closeout Submittals 2.3.2Adhesives

06 20 00 SD-02 Shop Drawings 1.4Detail Drawings 2.1.3Unit Cabinetry 2.4PVC Decking…