P10275546SPC.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR RWH & FWH STRUCTURES

PSN: 10275546

AT

USCG AIR STATION CLEARWATER

CLEARWATER, FLORIDA

(PINELLAS COUNTY)

William D. Boger, PE Gerry G. Gosselin, PE

DESIGN PROJECT MANAGER DESIGN TEAM SUPERVISOR

BY DIRECTION

COMMANDING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST SUITE 100

WARWICK, RHODE ISLAND 02886

Repair RWH & FWH Structures 10275546

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00.00 20 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 83 00.07 40 FACILITIES PREVENTATIVE MAINTENANCE PROGRAM

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 72 20 GRAVITY-TYPE ROOF VENTILATORS

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 97 13.00 40 STEEL COATINGS

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

23 05 15 COMMON PIPING FOR HVAC

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Section 01 11 00 Page 1

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 shall be split into two bids as follows: a Base Bid and an Option Bid Item #1 (OBI #1). The Base Bid work shall include the work indicated at the Fixed Wing Hangar (FWH). OBI #1 shall include the work at the Rotary Wing Hangar (RWH).

The work at each hangar includes the following, unless otherwise noted:

A. Clean, prime, and repaint all main building frames (including base plates, and angle braces to roof purlins and wall girts), crane rails and hangers, wall girts, metal siding panels (interior), gable endwall framing above hangar doors, and upper door tracks.

B. Replace hangar door outriggers (4) and repair and replace wall and roof flashing at outriggers.

C. Repair and strengthen hangar door frames (6 individual door panels).

See drawings S-503 and S-504.

D. Tighten exisitng roof and wall tension brace rods. Install additional bracing rods as noted on the drawings.

E. Install additional wall girts as shown and noted on the drawings.

F. Add windclips to existing standing lean-to standing seam roof areas as noted on the drawings.

G. Post weight limit signage at the FWH Room 109 Mezzanine.

H. Perform all work in coordination with a USCG approved phasing plan.

Contractor is responsible for FAA crane permit (Form 7460) if applicable to the method of erection. This form requires coordination with the USCG and adjacent airport to evaluate Airport Layout Plan information; defining potential crane and building locations/heights; creating a figure to show crane and building vs. part 77 airport height restrictions in figures - plan and sections. If a crane is utilized to conduct the work, a 7460 shall be prepared and submitted to the USCG so it can be submitted to the Airport/FAA as required to complete the application.

1.1.2 Location

The work shall be located at the RWH and FWH Air Station Clearwater, Clearwater, Florida, approximately as indicated. The exact location will be shown by the Contracting Officer.

Section 01 11 00 Page 2

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 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 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.

1.4 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.

1.5 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.

1.5.1 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

-- End of Section --

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Phasing Plan;

List Of Contact Personnel;

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

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

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

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

1.2.4 Occupied and Existing Buildings

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

Section 01 14 00 Page 2

The existing buildings and their contents shall be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

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

1.3 PROJECT PHASING REQUIREMENTS

USCG AIRSTA Clearwater provides critical first response support for maritime emergencies and law enforcement within its area of operation and responsibility. The work of this contract shall not compromise this support mission, interruption of continuity of services of utilities and other critical infrastructure, or other operations, except as approved by the COR as specified. The Phasing requirements specified are an integral part of maintaining the required operational tempo of support operations, which peak during the Summer months.

The Contractor shall also take special care to protect the work and buildings as described elsewhere in the plans and specifications with regard to weather protection (see 01 50 00 at paragraph “WEATHER PROTECTION”), and restoration of its work and the site protection as soon as possible after major storm events, when USCG operations are often needed most (examples include tropical storms, hurricanes, and wind storms).

The project shall be phased to maintain operations throughout the project duration. The work shall be sequenced and scheduled to minimize the impacts to operations and system outages. Temporary systems shall be provided as required to maintain heating, cooling, electrical, fueling systems, waterfront infrastructure, and potable water systems for the Annex building.

A phasing plan is included in the drawings to identify relocations to support the project construction and maintain existing operations. Prepare and maintain the phasing plan to address rooms in the area groups as shown on the coordination plan in the drawings. The Contractor shall submit a phasing plan indicating the proposed approach including sequences within each phase to complete the project requirements. Provide weekly updates at the progress meetings. Provide a minimum 30 calendar day notice of work within an individual area.

1.3.1 Relocation of Furniture and Equipment (F&E)

In support of the Phasing Plan approved by the Coast Guard:

1. The Coast Guard will remove or relocate:

a. Personal items belonging to CG members.

b. Computers, fax machines, printers, scanners, video display terminals, flat screen monitors, and other telecommunication equipment.

c. Small loose tools and other items weighing less than 50 lbs.

d. Loose books and other similar materials on desks and tables.

Section 01 14 00 Page 3

2. The contractor shall:

a. Relocate or protect in place other remaining materials, in accordance with plans and specification.

1.4 CONSTRUCTION SCHEDULE

In addition to the information and the requirements of this specification section, refer to contract drawings, and specification Section 01 32 01.00 10 Project Schedule, which are provided to generally indicate the complexity and requirements for the manner in which work shall proceed. The Contractor shall provide a submittal for review and approval to the Government which details the Construction Schedule.

1.5 UTILITY CUTOVERS AND INTERRUPTIONS

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

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

c. Interruption to C4IT equipment and systems, water, sanitary sewer, storm sewer, telephone service, electric service, air-conditioning, heating, and fire alarm, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4 hours. This time limit includes time for deactivation and reactivation and shall be coordinated with the Government in writing a minimum of 15 calendar days in advance.

d. Operation of Utilities: The Contractor must not operate nor disturb the setting of control devices in the utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work.

The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.6 SECURITY REQUIREMENTS

1.6.1 Areas Not Covered by Contract

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

1.6.2 Contractor Parking

The Contractor shall not park on or block the marked fire lanes at any time.

1.6.3 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers to the Contracting Officer 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.

Section 01 14 00 Page 4

All contractor personnel shall furnish identification documents suitable to the government. Examples include government issued identification cards, state driver's licenses, and U.S. passports.

Additionally, the contractor shall furnish a list of contractor personnel anticipated to be on-site each day, 24 hours in advance.

Any contractor personnel requiring access inside of ASCW buildings, other than where the primary work is to be performed, will require a government escort.

Taking photographs of CG personnel or aviation, afloat assets are not permitted.

The attention of the contractors is also directed to the Solicitation at Para. I.5 HSAR 3052.204-71 CONTRACTOR EMPLOYEE ACCESS (SEP 2012) including sub-paragraphs (c), (d), (e) and (f).

1.6.4 AIR STATION Clearwater (ASCW) security procedures shall be followed, and include the following:

a. In order to gain access to AIR Station Clearwater, all contractor personnel shall obtain and present RAPIDGate clearance documentation.

b. Upon arrival at ASCW, contractor personnel shall present RAPIDGate credentials to Base Security Personnel. Once access is granted, personnel will be granted unescorted access to areas where the work of the contract is conducted.

c. Failure to follow any ASCW safety, security or other AIRSTATION regulations will result in immediate revocation of base access privileges.

d. Additionally, ASCW may deny access to any personnel based on the Force

Protection Condition (FP-CON) in effect.

1.7 TRADE COORDINATION

a. Install Work only after coordination with existing conditions and other trades. In general, each trade shall coordinate and route its work as necessary to complete the project.

Section 01 32 01.00 10 Page 1

SECTION 01 32 01.00 10

PROJECT SCHEDULE

07/07

PART 1 GENERAL

1.1 SUBMITTALS

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

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 and 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. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

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

i. As-Built Drawings

j. 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

Section 01 32 01.00 10 Page 2 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.

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 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-09 Manufacturer's Field Reports

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

Factory test reports.

SD-10 Operation and Maintenance Data

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

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

SD-11 Closeout Submittals

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

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

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

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

1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. 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.

SECTION 01 33 00 Page 4

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 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.

SECTION 01 33 00 Page 5

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."

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.

1.4.6 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

SECTION 01 33 00 Page 6

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.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit electronically 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 on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal 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. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being

SECTION 01 33 00 Page 7 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 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

SECTION 01 33 00 Page 8 so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

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

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

1.5.6 Format of Administrative Submittals

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

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

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. 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

SECTION 01 33 00 Page 9 and Maintenance Manuals" to conform to Section 01 78 23, "Operation and Maintenance Data."

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 10

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

Line

Acti vity

Trans-mittal #

Specification Section

SD

# Submittal Description Item Submitted

Paragraph

Classificati on: GOVT or A/E Revwr Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR / Auth Date RCD From

CONTR

Date FWD To

Other Revwr

Date

RCD

From Other Revwr

Action Code

Date Of Action

Mailed To

CONTR/

Date RCD From

APPR

Authority Remarks

1 01 32 01.00 10 01 Preconstruction Submittals Construction Schedule/Schedule of Values

2 01 33 00 01 Preconstruction Submittals Submittal register 1.3.1

3 01 35 29 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.4

4 01 35 29 11 Closeout Submittals Reports

5 01 35 29 11 Closeout Submittals Crane Reports

6 01 35 29 11 Closeout Submittals Crane Critical Lift Plan

7 01 35 29 11 Closeout Submittals Certificate of Compliance

8 01 50 00 01 Preconstruction Submittals Traffic control plan 1.6.1

9 01 50 00 01 Preconstruction Submittals Construction site plan 1.3

10 01 50 00 07 Certificates Backflow Tester

11 01 50 00 07 Certificates Backflow Preventers

12 01 57 19.00 20 01 Preconstruction Submittals Environmental Protection Plan

13 01 57 19.00 20 01 Preconstruction Submittals Dirt and Dust Control Plan 1.4

14 01 57 19.00 20 01 Preconstruction Submittals Storage Inventory Form 1.5

15 01 57 19.00 20 06 Test Reports Laboratory Analysis

16 01 57 19.00 20 11 Closeout Submittals Preconstruction Survey 1.6.1

17 01 57 19.00 20 11 Closeout Submittals Solid Waste Disposal Permit 1.6.2

18 01 57 19.00 20 11 Closeout Submittals Waste Determination Documentation 1.6.3

19 01 57 19.00 20 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste 1.6.4

20 01 57 19.00 20 11 Closeout Submittals Contractor 40 CFR Employee Training Records 1.6.5

21 01 57 19.00 20 11 Closeout Submittals Regulatory Notification 1.6.6

22 01 57 19.00 20 11 Closeout Submittals Erosion and Sediment Control Inspection 1.6.7

23 01 57 19.00 20 11 Closeout Submittals Solid Waste Disposal Report 1.6.8

24 01 57 19.00 20 11 Closeout Submittals Contractor Hazardous Material Inventory Log 1.11

25 01 77 00.00 20 10 Operation and Maintenance Data Equipment/Product Warranty List

26 01 77 00.00 20 11 Closeout Submittals As-Built Drawings 1.2.1

27 01 77 00.00 20 11 Closeout Submittals Record Of Materials

28 01 78 23 11 Closeout Submittals Operation and Maintenance Data 1.2

29 01 83 00.07 40 01 Preconstruction Submittals Facilities Preventative Maintenance Program

30 02 41 00 01 Preconstruction Submittals Demolition Plan 1.2.1

31 02 41 00 01 Preconstruction Submittals Deconstruction Plan 1.2.1

32 02 41 00 01 Preconstruction Submittals Existing Conditions 1.10

TITLE: Repair RWH & FWH Structures

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Clearwater Florida

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

TITLE: Repair RWH & FWH Structures

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Clearwater Florida

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

33 02 41 00 07 Certificates Notification 1.6

34 02 41 00 11 Closeout Submittals Receipts 3.2.4

35 05 05 23.16 01 Preconstruction Submittals Welding Quality Assurance Plan 3.2

36 05 05 23.16 03 Product Data Welding Procedure Qualifications 1.3

37 05 05 23.16 03 Product Data Welder, Welding Operator, and Tacker Qualification 1.3.5

38 05 05 23.16 03 Product Data Inspector Qualification 1.3.6

39 05 05 23.16 03 Product Data Previous Qualifications 1.3.2

40 05 05 23.16 03 Product Data Pre-Qualified Procedures 1.3.3

41 05 05 23.16 03 Product Data Welding Electrodes and Rods 2.2

42 05 05 23.16 06 Test Reports Nondestructive Testing 3.3

43 05 05 23.16 07 Certificates Certified Welding Procedure Specifications (WPS) 1.3.1

44 05 05 23.16 07 Certificates Certified Brazing Procedure Specifications (BPS) 1.3.1

45 05 05 23.16 07 Certificates Certified Procedure Qualification Records (PQR) 1.3.1

46 05 05 23.16 07 Certificates Certified Welder Performance Qualifications (WPQ) 1.3.1

47 05 05 23.16 07 Certificates Certified Brazer Performance Qualifications (BPQ) 1.3.1

48 05 12 00 01 Preconstruction Submittals Erection Drawings 1.4.1.1

49 05 12 00 02 Shop Drawings Fabrication Drawings 1.4.1.2

50 05 12 00 03 Product Data Shop Primer 2.6.2

51 05 12 00 03 Product Data Welding Electrodes and Rods 2.4.1

52 05 12 00 03 Product Data Direct Tension Indicator Washers 2.3.2.3

53 05 12 00 03 Product Data Non-Shrink Grout 2.4.2

54 05 12 00 06 Test Reports Class B Coating 2.6.2

55 05 12 00 06 Test Reports Bolts, Nuts, and Washers 2.3

56 05 12 00 06 Test Reports Weld Inspection Reports 3.7.1.2

57 05 12 00 06 Test Reports Direct Tension Indicator Washer Inspection Reports 3.7.2.1

58 05 12 00 06 Test Reports Bolt Testing Reports 3.7.3.1

59 05 12 00 06 Test Reports Embrittlement Test Reports 3.7.4

60 05 12 00 07 Certificates Steel 2.2

61 05 12 00 07 Certificates Bolts, Nuts, and Washers 2.3

62 05 12 00 07 Certificates Galvanizing 2.5

63 05 12 00 07 Certificates AISC Fabrication Plant Quality Certification 1.3

64 05 12 00 07 Certificates AISC Erector Quality Certification 1.3

65 05 12 00 07 Certificates Welding Procedures and Qualifications 1.4.3.1

66 05 12 00 07 Certificates Welding Electrodes and Rods 2.4.1

67 05 40 00 02 Shop Drawings Framing Components 1.6.1

68 05 40 00 03 Product Data Purlins, Girts, Eave Struts 2.1

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Clearwater Florida

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

69 05 40 00 05 Design Data Metal Framing Calculations 1.6.2

70 05 40 00 07 Certificates Load-Bearing Cold-Formed Metal Framing 1.4

71 05 40 00 07 Certificates Welds 3.2.1

72 07 42 13 01 Preconstruction Submittals Qualification of Manufacturer 1.5.3

73 07 42 13 01 Preconstruction Submittals Qualification of Installation Contractor 1.5.4

74 07 42 13 01 Preconstruction Submittals Qualification of Welders 1.5.4.1

75 07 42 13 01 Preconstruction Submittals Warranty 1.8

76 07 42 13 02 Shop Drawings Installation Drawings 1.5.1.1

77 07 42 13 03 Product Data Wall Panels 2.2.1

78 07 42 13 03 Product Data Factory Color Finish 2.2.2

79 07 42 13 03 Product Data Closure Materials 1.5.5

80 07 42 13 03 Product Data Pressure Sensitive Tape 2.5.4.4

81 07 42 13 03 Product Data Sealants and Caulking 2.5.4.1

82 07 42 13 03 Product Data Galvanizing Repair Paint 1.5.3.1

83 07 42 13 03 Product Data Enamel Repair Paint 1.5.3.1

84 07 42 13 03 Product Data Accessories 1.5.5

85 07 42 13 03 Product Data Accessories 2.5

86 07 42 13 04 Samples Metal Closure Strips 2.5.3

87 07 42 13 04 Samples Color chart 2.2.2.5

88 07 42 13 05 Design Data Wind load design analysis 1.5.1.2

89 07 42 13 06 Test Reports Leakage Tests 3.7.2

90 07 42 13 06 Test Reports Wind Load Tests 1.3.2

91 07 42 13 06 Test Reports Coating 2.2.2.6

92 07 42 13 06 Test Reports Chalking 2.2.2.6

93 07 42 13 07 Certificates Coil Stock 1.5.3.1

94 07 42 13 07 Certificates Fasteners 1.5.3.1

95 07 42 13 07 Certificates Galvanizing Repair Paint 1.5.3.1

96 07 42 13 07 Certificates Enamel Repair Paint 1.5.3.1

97 07 42 13 08 Manufacturer’s Instructions Installation of Wall Panels 3.3

98 07 42 13 11 Closeout Submittals Warranty 1.8

99 07 42 13 11 Closeout Submittals Maintenance Instructions 1.5.6

100 07 42 13 11 Closeout Submittals 20 year 'No Dollar Limit' warranty for labor and material 1.8.1

101 07 60 00 02 Shop Drawings Exposed Sheet Metal 2.1.1

102 07 60 00 02 Shop Drawings Gutters 3.1.12

103 07 60 00 02 Shop Drawings Downspouts 3.1.13

104 07 60 00 02 Shop Drawings Expansion Joints 3.1.17

105 07 60 00 02 Shop Drawings Gravel Stops and Fasciae 2.1.1

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Clearwater Florida

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

106 07 60 00 02 Shop Drawings Base Flashing 3.1.8

107 07 60 00 02 Shop Drawings Counterflashing 3.1.9

108 07 60 00 02 Shop Drawings Flashing at Roof Penetrations and Equipment Supports 3.1.18

109 07 60 00 02 Shop Drawings Copings 3.1.21

110 07 60 00 02 Shop Drawings Drip Edges 3.1.11

111 07 60 00 02 Shop Drawings Conductor Heads 3.1.14

112 07 60 00 02 Shop Drawings Eave Flashing 3.1.15

113 07 60 00 04 Samples Finish Samples 1.4.2

114 07 60 00 08 Manufacturer’s Instructions Instructions for Installation 1.4.3

115 07 60 00 08 Manufacturer’s Instructions Quality Control Plan 3.5

116 07 60 00 10 Operation and Maintenance Data Cleaning and Maintenance 1.4.3

117 07 61 14.00 20 02 Shop Drawings Roofing 1.2.4

118 07 61 14.00 20 03 Product Data Roofing Panels 2.1

119 07 61 14.00 20 03 Product Data Attachment Clips 2.3

120 07 61 14.00 20 03 Product Data Closures 2.4.1

121 07 61 14.00 20 03 Product Data Accessories 2.4

122 07 61 14.00 20 03 Product Data Fasteners 2.4.2

123 07 61 14.00 20 03 Product Data Sealants 2.4.3

124 07 61 14.00 20 03 Product Data Warranty 1.7

125 07 61 14.00 20 04 Samples Panel 2.1

126 07 61 14.00 20 04 Samples Accessories 2.4

127 07 61 14.00 20 04 Samples Sealants 2.4.3

128 07 61 14.00 20 04 Samples Intermediate Support 2.2

129 07 61 14.00 20 05 Design Data Design Calculations 1.5

130 07 61 14.00 20 06 Test Reports Field Inspection 3.6

131 07 61 14.00 20 06 Test Reports Structural Performance 1.3.3

132 07 61 14.00 20 06 Test Reports Finish 1.6.6

133 07 61 14.00 20 07 Certificates Manufacturer's Technical Representative 1.6.3

134 07 61 14.00 20 07 Certificates Installer's Qualifications 1.6.4

135 07 61 14.00 20 07 Certificates Coil Stock 2.1

136 07 61 14.00 20 08 Manufacturer’s Instructions Installation 3.3

137 07 61 14.00 20 11 Closeout Submittals Warranty 1.7

138 07 72 20 02 Shop Drawings Roof Ventilators 3.1

139 07 92 00 03 Product Data Sealants 2.1

140 07 92 00 03 Product Data Primers 2.2

141 07 92 00 03 Product Data Bond Breakers 2.3

142 07 92 00 03 Product Data Backstops 2.4

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Clearwater Florida

CONTRACT NO:

CONTRACTOR:

APPROVING AUTHORITY

(d)

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

143 07 92 00 03 Product Data Field Adhesion 3.1

144 09 90 00 02 Shop Drawings Piping identification 3.8

145 09 90 00 02 Shop Drawings stencil 3.8

146 09 90 00 04 Samples Color 1.9

147 09 90 00 07 Certificates Applicator's qualifications 1.3

148 09 90 00 07 Certificates Qualification Testing 1.4.1.2

149 09 90 00 08 Manufacturer’s Instructions Application instructions 3.2.1

150 09 90 00 08 Manufacturer’s Instructions Mixing 3.5.2

151 09 90 00 08 Manufacturer’s Instructions Manufacturer's Safety Data Sheets 1.7.2

152 09 97 13.00 40 01 Preconstruction Submittals Material, Equipment, and Fixture Lists Part 2

153 09 97 13.00 40 01 Preconstruction Submittals Safety Plan 1.3

154 09 97 13.00 40 03 Product Data Abrasive Blasting Material 2.1.1

155 09 97 13.00 40 03 Product Data Sealant Compound 2.1.2

156 09 97 13.00 40 04 Samples Inspection Forms 3.3.2

157 09 97 13.00 40 06 Test Reports Inspection Reports 3.3.1 G

158 09 97 13.00 40 07 Certificates Abrasive Blasting Material 2.1.1

159 09 97 13.00 40 07 Certificates Sealant Compound 2.1.2

160 23 05 15 01 Preconstruction Submittals Material, Equipment, and Fixture Lists 1.2

161 23 05 15 02 Shop Drawings Record Drawings 1.2

162 23 05 15 02 Shop Drawings Coordination Drawings 1.2

163 23 05 15 03 Product Data Pipe and Fittings 2.1

164 23 05 15 03 Product Data Piping Specialties 2.2

165 23 05 15 03 Product Data Miscellaneous Materials 2.3

166 23 05 15 03 Product Data Supporting Elements 2.4

167 23 05 15 05 Design Data Pipe and Fittings 2.1

168 23 05 15 05 Design Data Piping Specialties 2.2

169 23 05 15 06 Test Reports Hydrostatic Tests 3.1

170 23 05 15 06 Test Reports Air Tests 3.1

171 23 05 15 07 Certificates Records of Existing Conditions 1.2

172 23 05 15 07 Certificates Surface Resistance 3.1

173 26 05 00.00 40 01 Preconstruction Submittals Material, Equipment, and Fixture Lists 2.1

174 26 05 00.00 40 03 Product Data Conduits and Raceways 2.1.1

175 26 05 00.00 40 03 Product Data Wire and Cable 2.1.3

176 26 05 00.00 40 03 Product Data Splices and Connectors 3.2.1.6

177 26 05 00.00 40 06 Test Reports Continuity Test 3.3

178 26 05 00.00 40 06 Test Reports Phase-Rotation Tests 3.3

179 26 05 00.00 40 06 Test Reports Insulation Resistance Test 3.3

180 26 05 00.00 40 08 Manufacturer’s Instructions Manufacturer's Instructions 3.1

SUBMITTAL REGISTER

JOB NAME:

LOCATION: Clearwater Florida

CONTRACT NO:

CONTRACTOR…