P3578953Spcs.pdf

UNITED STATES COAST GUARD SECTOR FIELD OFFICE

SOUTHWEST HARBOR, MAINE

CONSTRUCT BMF AND RPR CONC PAVT

HSCGG1-10-D-PRV137, TASK ORDER HSCGG1-14-J-PRV074

PROJECT NUMBER 4991006

PROJECT SPECIFICATIONS

JUNE 20, 2014

Construct BMF and Rpr Conc Pavt 4991006

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

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

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 11 25 FACILITY GAS PIPING

23 34 23.00 40 HVAC POWER VENTILATORS

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 1

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 62 23.13 CAST-IN-PLACE CONCRETE PILES, STEEL CASING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 17 23.00 20 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 71 02.00 20 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

APPENDICES

APPENDIX A BASE ELECTRONIC SYSTEM A/E REQUIREMENTS

APPENDIX B BORING LOGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. TITLE

G-001 Cover Sheet

C-101 Existing Conditions Plan

C-102 Grading and Drainage Plan

C-102A Erosion Control Plan

C-103 Site and Utility Plan

C-104 Construction Details

C-105 Deck Repair Plan

S-001 Structural Notes

S-101 Foundation Plan

S-102 Crane Rail Framing

S-501 Foundation Details

S-501 Sections and Details

A-101 First Floor Plan

DOCUMENT 00 01 15 Page 1

DRAWING NO. TITLE

A-201 Exterior Elevations

A-301 Building Sections and Details

A-601 Window & Door Elevs, Schedule & Details

M-101 Mechanical Floor Plan

E-001 Legend, Abbreviations and General Notes

ES-101 Electrical Site Plan

E-101 First Floor Power and Lighting Plan

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

01/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes construction of a 2,600 SF+/- boat maintenance building, consisting of a concrete foundation utilizing grade beams and piles, metal building frame, insulated walls, floors and roof with metal coverings, gas-fired radiant heat, and electrical lighting and outlets and incidental related work.

a. Bid Option 1: Overhead Travelling Crane: Provide and install a 2-ton single hoist underhung bridge crane. Provide all materials for the crane itself, including hoist cable, motor, wiring and controls, trolleys, and rails. Install per the drawing details and Section 41 22 31.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING. Provisions for structurally supporting the crane and providing sufficient power capacity to the building panel shall be included in the Base Bid.

b. Bid Option 2: Underslab Containment Tank: Form and install a concrete enclosure below the low point of the floor slab as shown on S-101, in Detail A3 on S-502, and keyed Notes 2 and 3 on A-101.

Base Bid provides a sloped floor only, with no grate, and no containment structure (walls, sump), and grade beams at tank location using Standard GB-2 dimensions and reinforcement.

c. Bid Option 3: Deck Repair #1: Cut and remove 1,520 SF of concrete deck as shown on Sheet C-103. Excavate 18 inches of subgrade and replace with 12 inches bank run gravel, 6 inches crushed gravel, and 8 inches cast-in-place concrete deck.

d. Bid Option 4: Deck Repair #2: Cut and remove 22,550 SF of concrete deck as shown on Sheet C-105. Excavate 18 inches of subgrade and replace with 12 inches bank run gravel, 6 inches crushed gravel, and 8 inches cast-in-place concrete deck.

1.1.2 Location

The work shall be located at the USCG Station Southwest Harbor, Maine, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 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 remain.

b. Repair or replace portions of existing work which have been

SECTION 01 11 00 Page 1 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

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be specified or to be removed but indicated in locations to be traversed by piping, ducts, and other work to be conducted or installed.

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 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.

1.5 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.

1.6 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.

1.6.1 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 2

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.

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 Exclusionary Period

When required, no work shall be performed during the certain period to be determined by the Contracting Officer no less than 15 days in advance, inclusive, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.

1.1.5 Occupied and Existing Buildings

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

Relocate movable furniture or equipment as required to perform the work, protect the furniture, and replace the furniture in their original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the

SECTION 01 14 00 Page 1 areas of the buildings scheduled to receive work.

1.1.6 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, fire alarm, compressed air, and similar services shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

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.

1.2.2 Parking

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 of ship; for example, a truck which uses a mounted generator or a vehicle with built-in equipment. Parking for construction personnel will be designated at pre-construction conference.

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

07/07

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.

Construction Schedule/Schedule of Values shall be incorporated into one form which clearly indicates the start and completion dates and unit value of all major work components. The sample form provided in this section may be used. Optional forms may be used provided they include at a minimum all information conveyed on the sample form.

Construction Schedule/Schedule of Values form 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 Construction Schedule/Schedule of Values on a unit quantity and unit coast 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.

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

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule/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

01/08

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-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.

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

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

SECTION 01 33 00 Page 3

1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal register; G

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (c), (d), (e), and (f) as delivered the by Government.

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 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

SECTION 01 33 00 Page 4 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 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."

SECTION 01 33 00 Page 5

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 6 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 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.

SECTION 01 33 00 Page 6

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels, to office of approving authority. Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project. On the transmittal form 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 installations and panels.

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. 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.

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

SECTION 01 33 00 Page 7 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.

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.

SECTION 01 33 00 Page 8

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. Submit four 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 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 9

SECTION 01 33 00 Page 10

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 14 PAGES

HSCGG1-10-PRV137

Construct BMF and Rpr Conc Pavt

01 32 00 SD-01 Preconstruction Submittals 1.2Construction Schedule/Schedule of Values 01 33 00 SD-01 Preconstruction Submittals

1.3.1 GSubmittal register

01 35 29 SD-07 Certificates

1.4Accident Prevention Plan (APP) SD-11 Closeout Submittals Reports

1.4.1Critical Lift Plan 01 50 00 SD-01 Preconstruction Submittals

1.6.1Traffic control plan 1.3Construction site plan

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

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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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Construct BMF and Rpr Conc Pavt

01 57 19 1.6.5Contractor 40 CFR Employee Training Records

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 As-Built Drawings Record Of Materials

02 41 00 SD-01 Preconstruction Submittals 1.9Existing Conditions

SD-07 Certificates

1.2.1 GDemolition Plan

1.6 GNotification

SD-11 Closeout Submittals

3.3.2 GReceipts

03 30 00 SD-02 Shop Drawings 1.6.1.1Reinforcing steel

SD-03 Product Data 2.4.7Materials for curing concrete 2.4.1Cement

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

03 30 00 2.4.1Portland Cement 2.3.2Ready-Mix Concrete 2.4.6Vapor retarder and Vapor barrier 2.4.6Vapor retarder and Vapor barrier 2.6Bonding Materials 2.7Floor Finish Materials 2.3.3Concrete Curing Materials 2.5Reinforcement 2.7.1Liquid Chemical Floor Hardener 1.6.2.1Curing Concrete Elements 2.4.9Epoxy bonding compound

SD-05 Design Data

2.3.1 Gmix design

SD-06 Test Reports

1.6.3.1 GConcrete mix design

3.11.2.3Compressive strength tests 3.11.2.1Slump 3.11.2.4Air Entrainment

07 21 13 SD-03 Product Data 2.1Block or board insulation 2.2Vapor retarder 2.3Pressure sensitive tape

SD-08 Manufacturer’s Instructions 2.1Block or Board Insulation

07 92 00 SD-03 Product Data 2.1Sealants

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

07 92 00 2.2Primers 2.3Bond breakers 2.4Backstops

SD-07 Certificates 3.3.6Sealant

08 11 13 SD-02 Shop Drawings 2.1Doors 2.1Doors 2.3Frames 2.3Frames 2.4Weatherstripping

SD-03 Product Data 2.1Doors 2.3Frames 2.4Weatherstripping

SD-04 Samples 2.6.3Factory-applied enamel finish

08 33 23 SD-02 Shop Drawings

2.3 GOverhead Coiling Doors

1.4Counterbalancing Mechanism 2.5Counterbalancing Mechanism 1.4Manual Door Operators 2.6Manual Door Operators

1.4 GElectric Door Operators

2.7 GElectric Door Operators

2.3.3Bottom Bars

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

08 33 23 1.3Guides 2.5.1Mounting Brackets 2.3.8Overhead Drum 1.4Hood 1.4Painting 1.3Installation Drawings

SD-03 Product Data

2.3 GOverhead Coiling Doors

2.4 GHardware

1.4Counterbalancing Mechanism 2.5Counterbalancing Mechanism 1.4Manual Door Operators 2.6Manual Door Operators

1.4 GElectric Door Operators

2.7 GElectric Door Operators

SD-05 Design Data

2.3 GOverhead Coiling Doors

2.4Hardware 1.4Counterbalancing Mechanism 2.5Counterbalancing Mechanism 1.4Manual Door Operators 2.6Manual Door Operators 1.4Electric Door Operators 2.7Electric Door Operators

SD-10 Operation and Maintenance Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

08 33 23 3.4 GOperation and Maintenance Manuals

1.4Materials 1.4Devices 1.4Procedures 1.4Manufacture's Brochures

1.4 GParts Lists

3.3.2Cleaning

08 51 13 SD-02 Shop Drawings 2.1Windows 1.9Fabrication Drawings

SD-03 Product Data

2.1 GWindows

2.2.6.1Hardware 2.2.3Fasteners 1.10Window performance 1.10.4Thermal performance

SD-04 Samples 1.4.2.1Finish Sample

SD-06 Test Reports 1.4.4Minimum condensation resistance factor SD-10 Operation and Maintenance Data

2.1 GWindows

08 71 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

08 71 00 1.3Hardware schedule 2.3.5Keying system

SD-03 Product Data 2.3Hardware items

SD-08 Manufacturer’s Instructions 3.1Installation

SD-10 Operation and Maintenance Data

1.3 GHardware Schedule

SD-11 Closeout Submittals

1.4Key Bitting 08 91 00 SD-02 Shop Drawings

1.4Wall louvers 1.5Wall louvers

SD-03 Product Data 2.2Metal Wall Louvers

09 90 00 SD-02 Shop Drawings 3.8Piping identification 3.8stencil

SD-03 Product Data 2.1Manufacturer's Technical Data

Sheets 2.1Materials

SD-04 Samples

1.9 GColor

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

09 90 00 1.3Applicator's qualifications SD-08 Manufacturer’s Instructions

3.2.1Application instructions 3.5.2Mixing 1.6.2Manufacturer's Material Safety

Data Sheets 13 34 19 SD-01 Preconstruction Submittals

1.6.3 GManufacturer's Qualifications

SD-02 Shop Drawings

1.2.1.7 GDetail Drawings

1.6.1 GDetail Drawings

SD-03 Product Data

1.6.1 GManufacturer's catalog data

SD-04 Samples

1.2.1.9 GRoof Panels

1.2.1.9 GWall Panels

1.4.7 GInsulation

1.6.10 GVapor Barrier

2.4.4 GManufacturer's color charts and

chips SD-05 Design Data

1.6.1descriptive and technical literature

1.6.1building design analysis SD-06 Test Reports

1.6.1 Gtest reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

13 34 19 1.6.1 GCoatings and base metals Embrittlement Test Reports

SD-07 Certificates

1.6.1 Gsystem components

1.6.1 GCoil Stock

2.1.8 GCoil Stock

1.6.1 GAluminized Steel Repair Paint

2.1.14Galvanizing

1.6.1 GGalvanizing Repair Paint

1.6.1 GQualification of Manufacturer

1.6.1 GQualification of Erector

SD-11 Closeout Submittals

3.13.1 GManufacturer's Warranty

3.13.2 GContractor's Warranty for

Installation 23 11 25 SD-03 Product Data

2.8 G A/ELPG containers and accessories

SD-06 Test Reports

3.14 GTesting

3.14.1 GPressure Tests

3.14.2 GPressure Tests for Liquified

Petroleum Gas

3.14.3 GTest With Gas

23 34 23.00 40 SD-03 Product Data

1.1 G A/EEquipment and Performance

Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 14 PAGES

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23 34 23.00 40 1.4 G A/EEquipment and Performance Data

1.1 G A/EManufacturer's Catalog Data

1.4 G A/EManufacturer's Catalog Data

2.2Fan 2.4Motor 2.5Dampers 2.6Screens

SD-06 Test Reports 3.2Tests

23 54 16.00 10 SD-02 Shop Drawings 1.3Detail Drawings 3.2Installation

SD-10 Operation and Maintenance Data

3.3Operation and Maintenance Instructions

26 20 00 SD-02 Shop Drawings

2.11 GPanelboards

SD-03 Product Data

2.10 GReceptacles

2.11.3 GCircuit breakers

2.8 GSwitches

2.17 GSurge protective devices

SD-06 Test Reports

3.4.2 G600-volt wiring test

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

26 20 00 3.4.4 GGrounding system test

3.4.3 GGround-fault receptacle test

SD-07 Certificates

2.9 GFuses

26 51 00 SD-03 Product Data

2.1 GLED Luminaires

2.4 GExit signs

2.5 GEmergency lighting equipment

1.5.2.3Energy Efficiency

26 56 00 SD-02 Shop Drawings

2.2 GLED Luminaires

SD-03 Product Data

2.2.2 GLuminaire Light Sources

2.3 GLuminaire Ballasts and Power

Supply Units (Drivers)

2.4.1 GPhotocell

31 23 00.00 20 SD-01 Preconstruction Submittals 1.6.1Dewatering Work Plan

SD-06 Test Reports 1.5Borrow Site Testing

31 62 23.13 SD-02 Shop Drawings 3.1Installation

SD-03 Product Data 3.1.1Driving Pile Casings 1.3.2Equipment

SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

31 62 23.13 3.2.2Wave Equation Analysis 3.2.2Test Piles

32 11 23 SD-03 Product Data 1.3Plant, Equipment, and Tools

SD-06 Test Reports 1.5Sampling and Testing 1.5.2.4Field Density Tests

32 17 23.00 20 SD-03 Product Data 2.1.1Paints for roads and streets

41 22 13.15 SD-02 Shop Drawings 1.6.1Under Running Overhead Electric

Crane system 1.6.4Under Running Overhead Electric

Crane system SD-03 Product Data

1.6.1Under Running Overhead Electric Crane system

1.6.4Under Running Overhead Electric Crane system

2.1.4.2bridge end trucks 2.1.5hoist trolley 2.4crane controllers 1.6.2.1couplings 2.4.2pendant push-button station 2.1.3Crane Control Parameter

Settings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

41 22 13.15 2.4crane electrification 2.4motors 2.1.4.3brakes 2.7Crane runway track system 2.4.1Overload Protection 3.2.3Hoist Limit Switches

SD-05 Design Data 1.6.5Load and sizing calculations 2.1.4.1Crane bridge girder 2.7Crane runway track system 2.7Custom runway track suspension devices SD-06 Test Reports

1.6.2.2Hook Proof Test 2.1.6.3Hoisting rope 3.2.2Load Test 3.2.4Load Test 3.2.4Load Test 3.2.5Load Test 3.2.6Load Test 3.2.3No-load Test 3.1Post-erection inspection report 3.2.1Operational test report

SD-07 Certificates 3.2.4Brake Setting Record 1.6.3Overload Test Certificate

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 14 PAGES

Construct BMF and Rpr Conc Pavt

41 22 13.15 1.6.3Loss of Power (Panic Test) Certificate

3.2.4Loss of Power (Panic Test) Certificate

1.6.3No Hazardous Material Certificate

1.6.3…