Bldg4254-SpecPackage.pdf

BDA-1001 August 2010

Repair Flight Systems Maintenance Dock, Building 4254

MAHG-08-9009

Keesler Air Force Base.

Mississippi

BDA, PLLC

124 Fayard Street

P.O. Box 14 Biloxi, Mississippi 39533 228-374-5212 – telephone

228-374-3291 – fax wtba@bolton-associates.com

August 2010 Table of Contents Index/1

INDEX TO SPECIFICATIONS

BIDDING REQUIREMENTS

By Contracting Officer

CONTRACTING REQUIREMENTS

By Contracting Officer

DIVISION 1 - GENERAL REQUIREMENTS

Section 01045 - Cutting and Patching

01120 - Substitutions & Products Options 01200 - Application of Payment 01240 - Project Coordination 01245 - Work by Owner or Other Contractors 01250 - Project Meeting 01260 - Project Closeout 01330 - Quality Control 01340 - Shop Drawings, Product Data & Samples 01360 - Field Engineering 01370 - Schedule of Values 01390 - Schedule of Drawings 01410 - Testing Laboratory Services 01500 - Temporary Facilities and Controls 01560 - Environmental Protection

01720 - Project Record Documents

DIVISION 2 - SITEWORK

Section 02000 - Site Work 02051 - Site Demolition and Removal 02100 - Site Preparation 02221 - Earthwork 02222 - Excavating, Trenching and Backfilling 02510 - Bituminous Paving and Base Course 02578 - Pavement Markings

02751 - Cement Concrete Pavement 02930 - Turf

DIVISION 3 - CONCRETE

Section 03600 - Non - Shrink Grout

DIVISION 4 - MASONRY

Section 04100 - Mortars 04200 - Unit Masonry

August 2010 Table of Contents Index/2

DIVISION 5 - METALS

Section 05200 - Miscellaneous Metals

DIVISION 6 - WOOD AND PLASTIC

Section 06100 - Rough Carpentry 06200 - Finish Carpentry

DIVISION 7 - THERMAL & MOISTURE PROTECTION

Section 07110 - Deck Coating 07200 - Insulation 07600 - Flashing and Sheet Metal 07900 - Caulking and Sealants

DIVISION 8 - DOORS AND WINDOWS

Section 08100 - Metal Doors and Frames 08342 - Steel Sliding Hangar Door 08700 - Finish Hardware

DIVISION 9 - FINISHES

Section 09205 - Plaster and Lathe 09250 - Gypsum Board Systems 09500 - Acoustical Treatment 09650 - Resilient Flooring 09900 - Painting

DIVISION 10 - SPECIALTIES

Section 10190 - Compartments and Cubicles 10200 - Louvers and Vents 10400 - Identifying Devices 10520 - Fire Protection Specialties 10800 - Toilet and Bath Accessories

DIVISION 11 - EQUIPMENT

Section 11404 - Electric Hose Reels

DIVISION 12 - FURNISHINGS

N/A

DIVISION 13 - SPECIAL CONSTRUCTION

Section 13100 - Prefabricated Aluminum Canopy 13305 - Fall Protection System

DIVISION 14 - CONVEYING SYSTEMS

August 2010 Table of Contents Index/3

N/A

DIVISION 15 - MECHANICAL

Section 15000 - Mechanical General Requirements 15100 - Basic Materials and Methods 15200 - Insulation of Mechanical Systems 15300 - Wet Pipe Fire Protection 15320 - Fire Pumps and Controllers 15329 - High Expansion Foam System 15400 - Plumbing

15600 - Heating Ventilating & Air Conditioning Equipment 15700 - Heating & Air Conditioning Piping 15800 - Air Distribution 15900 - Controls & Instrumentation

DIVISION 16 - ELECTRICAL

Section 16005 - Electrical General 16020 - Codes and Standards 16030 - Electrical Related Work 16100 - Basic Materials and Methods

16103 - General Grounding Electrical Systems 16110 - Disconnect Switches 16120 - Circuit Breaker Enclosures 16125 - Circuit Breakers, Molded Case 16165 - Photocell Control 16170 - General Wiring Devices 16420 - Panelboards

DIVISION 17 -

Section 17000 - Communications Structured Cabling System

End of Section

August 2010 01045 /1

SECTION 01045

CUTTING AND PATCHING

PART 1 - GENERAL

1.01 DESCRIPTION

A. Scope: To set forth broad general conditions covering cutting and patching that applies to everyone and everything on the job.

B. Execute Cutting, including excavating, fitting, or patching of work required to:

1. Make several parts fit properly.

2. Uncover work to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to Contract.

5. Install specified work in existing construction.

C. In addition to Contract requirements, upon Contracting Officer's written instructions:

1. Uncover work for observation of covered work.

2. Remove samples of installed materials for testing.

3. Remove work to provide alternate of existing work.

D. Do not cut or alter work of another contractor without his consent.

E. Payment for Costs: Cost caused by ill-timed or defective work or work not conforming to

Contract Documents will be born by party responsible for ill-timed, rejected or non-conforming work.

1.2 CUTTING AND PATCHING

A. The following conditions are in addition to and enforce those listed in the

General Conditions.

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B. Avoid unnecessary cutting and patching by careful coordination of the work.

C. Execute necessary cutting, fitting or patching of work where required to:

1. Make several parts fit properly.

2. Uncover work to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to Contract requirements.

D. In addition to Contract requirements, upon Contracting Officer’s written instructions:

1. Uncover work for observation of covered work.

2. Remove samples of installed materials for testing.

E. Do not endanger any work by cutting or altering.

F. Do not cut or alter work of another Contractor without permission.

G. Payment for Costs: Costs caused by ill-timed or defective work or work not conforming to Contract Documents will be borne by party responsible for ill-timed, rejected or non-conforming work.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Materials for replacement or work removed: Comply with specifications for type of work to be done.

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PART 3 - EXECUTION

3.01 GENERAL

A. Inspection: Inspect existing conditions of work, including elements subject to movement or damage during cutting and patching.

B. Preparation Prior to Cutting: Provide shoring, bracing and support as required to maintain integrity of project. Project protection for other portions of project and protection from the elements.

C. Performance:

1. Execute cutting and demolition by methods which prevent damage to other work and will provide surfaces to receive installation of repairs and new work.

2. Execute excavating and backfilling methods which prevent damage to other work and prevent settlement.

3. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents.

4. Refinish entire surfaces as necessary to provide an even finish. Refinish continuous surfaces to the nearest intersection and assemblies entirely.

END OF SECTION

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August 2010 01120 / 1

SECTION 01120

SUBSTITUTIONS AND PRODUCTS OPTIONS

PART 1 DESCRIPTION:

A. Scope: To set forth the procedure and conditions for substitutions and to give the product options available to the Contractor.

PART 2 - PRODUCTS LIST:

A. Within 7 days after date of Contract, submit to Contracting Officer three (3) copies of complete list of all products which are proposed for installation.

B. Tabulate list by each specification Section.

C. For products specified under reference standards, include with listing of each product.

.1 Name and address of manufacturer

.2 Trade name

.3 Model or catalog designation

.4 Manufacturer's data

.5 Performance and test data, and

.6 Reference Standards

PART 3 - CONTRACTOR'S OPTIONS:

A. For products specified only by reference standards, select any product meeting standards, by any manufacturer.

B. For products specified by naming several (minimum of 3) products of manufacturers, select any product and manufacture name.

C. For product specified by naming one or more products, but indicating the option of selecting equivalent products by stating "or equal", after specified product Contractor must submit request, as required for substitutions, for any product not specifically named.

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D. For products specified by naming only one product and manufacturer, an equivalent product will always be accepted if it is equal in all respects. The Contractor must submit a request for substitutions as set forth in this Section.

E. For products specified by naming only one product and manufacture and stating no substitutions will be accepted, there is no option and no substitution will be allowed.

PART 4 - SUBSTITUTIONS;

A. Contracting Officer will consider requests for substitutions up until eight (8) days prior to bid date.

B. Within 15 days after date of Contract, Contracting Officer will consider formal requests from

Contractor for substitution of products in place of those specified. Submit five (5) copies of request for substitution. Include in request:

.1 Complete data substantiating compliance of proposed substitutions with Contract

Documents.

.2 For Products:

A. Product identification, including manufacturer's name and address.

B. Manufacturer's literature: Product description, performance and test data, and reference standards.

C. Samples - Size as required to show compliance.

D. Name and address of similar projects on which product was used, and date of installation.

.3 For construction Methods:

A. Detailed description of proposed method, and

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B. Drawings illustrating methods.

.4 Itemized comparison of proposed substitution with product method specified.

.5 Date relating to changes in construction schedule.

.6 Accurate cost data on proposed substitution in comparison with product or method specified.

C. In making request for substitution, bidder/contractor represents:

.1 He has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified.

.2 He will provide the same guarantee for substitution as for product or method specified.

.3 He will coordinate installation of accepted substitution into work, making such changes required for work to be complete in all respects.

.4 He waives all claims for additional cost related to substitution which consequently becomes apparent.

.5 Cost data is complete and includes all related costs under his Contract.

.6 Substitutions and/or changes in design or contraction methods shall be the contractor responsibility for design submittal.

D. Substitutions will not be considered if:

.1 They are indicated or implied on shop drawings product data submittals without formal request submitted in accordance with this Section.

.2 Acceptance will require substantial revision of Contract Documents.

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.3 In the Contracting Officer's judgement, the product or material is not equal.

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SECTION 01200

APPLICATIONS FOR PAYMENT

PART 1 – GENERAL

1.1 SUMMARY

A. This section describes procedures for preparing and submitting Applications for Payment by the Contract.

B. Related Sections include the following:

1. Division 1 Section “Submittals” for information on Schedule of Values.

2. Division 1 Section “Execution Requirements” for information on final payment.

1.2 APPLICATIONS FOR PAYMENT

A. Format:

1. Applications for Payments will be prepared on AIA forms G702 –

Application and Certificate for Payment or, a computer generated form containing similar data may be used. Applications shall be submitted to the Contracting

Officer in accordance with paragraphs 9.9 and 9.4 of Section 00700 – General

Conditions of the Contract for Construction and 15.9 of Section 00705 –

Supplementary Conditions.

B. Preparation of Application:

1. Present required information in typewritten form.

2. Execute certification by signature of authorized officer.

3. Use data from approved Schedule of Values. Provide dollar value in each

August 2010 01200/2 column for each line item for portion of Work performed and for stored products.

4. List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original Item of

Work.

5. Prepare Application for Final Payment as specified in Division 1 Section

“Execution Requirements”.

C. Submittal Procedures:

1. Submit five copies of each Application for Payment.

2. Submit requests for payment at monthly intervals.

3. Submit requests to the Professional at agreed up times, or as may be directed otherwise.

D. Substantial Data:

1. Submit data justifying dollar amounts in questions when such information is needed.

2. Provide one (1) copy of the data with a cover letter for each submittal.

3. Indicate the Application number, date and line item number and description.

E. Review: Applications for payment shall be review for approval at the monthly job progress meeting.

PART 2 – PRODUCTS

August 2010 01200/3

Not used.

PART 3 – EXECUTION

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SECTION 01240

PROJECT COORDINATION

A. To set forth procedures, conditions and responsibility for coordination of the total project and for cutting and patching.

B. Project Coordinator: The Contractor shall designate one individual as Project

Coordinator as indicated in the General Conditions of this Contract. He shall competently perform his duties.

C. Superintendent: The Contractor shall designate one individual as

Superintendent as indicated in the General Conditions of this Contract for the duration of the Project. He shall competently perform his duties.

1. No superintendent may be removed from the Project without written authorization from the Contracting Officer.

1.2 DUTIES

A. General:

1. Coordination: Coordinate the work of all Subcontractors and material suppliers.

2. Supervision: Supervise the activities of every phase of work taking place on the project.

3. Mechanical/Electrical: Take special care to coordinate and supervise the work of the plumbing, heating and cooling and electrical Subcontractors.

4. Communication: Establish lines of authority and communication at the job

August 2010 01240/2 site.

5. Location: The Project Superintendent must be present on the job all of the time when work is being perform by either the General Contractor or Sub-contractors.

6. Permits: Assist in obtaining building and special permits required for construction.

B. Interpretations of Contract Documents:

1. Consultation: Consult with Owner’s Representative to obtain interpretations.

2. Assistance: Assist in resolution of any questions.

3. Transmission: Transmit written interpretations to concerned parties.

C. Cessation of Work: Stop all work not in accordance with the requirements of the Contract Documents.

D. Division One: Coordinate and assist in the preparation of all requirements of

Division One and specifically as follows:

1. Cutting and Patching: Supervise and control all cutting and patching of other trades’ work.

2. Project Meetings: Schedule and preside at all project meetings.

3. Construction Schedules: Assist in preparation of all construction schedules.

Supervise work to monitor compliance with schedules. Review schedule with Contracting Officer on a monthly basis.

4. Shop Drawings, Product Data and Samples: Submit six (6) copies each of all submittals required by the Project Manual in accordance with

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Division 1 Section “Submittals” and the General Conditions.

5. Schedule of Values: Assist in preparation and be knowledgeable of each entry in the Schedule of Values.

6. Testing: The Contractor is responsible for coordination of their testing needs as they relate to the Contractors portion of the Work.

7. Temporary Facilities And Controls: Allocate, maintain and monitor all temporary facilities provided under individual portion of Work.

8. Substitutions and Product Options: Administer the processing of contract substitutions.

9. Project Closeout: Participate in final inspections and prepare all closeout documents.

10. Cleaning: Direct and execute a continuing cleaning program throughout construction, requiring each trade to dispose of their debris.

11. Project Record Documents: Maintain up-to-date project record documents.

12. Enforce all safety requirements.

1.3 SUBCONTRACTOR’S DUTIES

A. The Subcontractor is responsible to coordinate and supervise his employees in the work accomplished under his part of the Contract.

B. Schedules: Conduct work to assure compliance with construction schedules.

C. Suppliers: Transmit all instructions to his material suppliers.

D. Cooperation: Cooperate with Project Coordinator and other Subcontractors.

August 2010 01240/4

August 2010 01245/1

SECTION 01245

WORK BY OWNER OR OTHER CONTRACTORS

A. This section describes the work that will be performed by the owner or his representative, and / or material to be furnished to the General Contractor.

B. Coordination of this work and/or material delivery is to be done by the General

Contractor.

1.2 WORK BY OWNER: No work will be performed by owner.

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SECTION 01250

PROJECT MEETINGS

A. Pre-Construction Meeting: A Pre-Construction Meeting will be held within

(7) seven days after date of “Notice to Proceed”.

1. Attendance:

a. Contracting Officer

b. General Contractor

c. Issuing Agent

2. Minimum Agenda:

a. Distribution and discussion of construction schedule.

b. Designation of responsible personnel

c. Procedures for maintaining record documents

d. Use of premises, including storage areas

e. Owner’s requirements

f. Security procedures

g. Housekeeping procedures

B. Progress Meetings

1. A minimum of one regularly scheduled meeting per month will be held at the Project Site.

2. Other meetings will be held as progress of work dictates.

3. Attendance:

a. Owner

b. Contracting Officer

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c. General Contractor

d. Subcontractors as pertinent to the agenda

4. Minimum Agenda:

a. Review work progress since last meeting

b. Note field observations, problems and decisions

c. Identify problems which impede planned progress

d. Review off-site fabrication problems

e. Review and establishment of any permitted delays for proceeding month

f. Revise construction schedule as indicated

g. Plan progress during the next work period

h. Review proposed changes

i. Complete other current business

PART 2 – PRODUCTS

Not used

Not used

August 2010 01250/3

August 2010

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SECTION 01260

PROJECT CLOSEOUT

PART 1 - DESCRIPTION:

A. Scope: The work required under this Section consists of the final inspections, submitting of all closeout documents and related items to complete the work indicated on the Drawings and described in the Project Manual.

PART 2 - FINAL INSPECTIONS:

A. Contract Officer's Inspection: The Contractor shall make written request for a final inspection to the Contract Officer; notice to be given ten (10) days prior to the inspection. A list of any deficiencies, complied by the Contract Officer, will be corrected by the Contractor. If, in his judgement, the project is not ready for a final inspection, the Contract Officer may schedule another inspection.

B. Owner's Inspection: After the Contract Officer has ascertained the Project to be substantially complete, an Owner's inspection will be scheduled within ten (10) days thereafter. The

Contractor will have ten (10) days after the Owner's acceptance to make any corrections of punch list items and to submit closeout documents.

C. Correction of work before Final Payment: Contractor shall promptly remove from the

Owner's premises, all materials condemned for failure to conform to the contract, whether incorporated in work or not, and Contractor shall, at his own expense, replace such condemned materials with those conforming to the requirements of the Contract. Failure to remedy such defects after ten (10) days written notice will allow the Owner to make good such defects and such costs shall be deducted from the balance due the Contractor or charged to the contractor in the event no payment is due.

PART 3 - CLOSEOUT DOCUMENTS:

A. Unless otherwise notified, the Contractor shall submit to the Owner through the Contract

Officer, three (3) copies of the following:

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.1 Request for Final Payment.

.2 Consent of Surety Company to Final Payment: AIA Document G707 - 1994, completed in full by the bonding company.

.3 Release of Liens and Certification that all bills have been paid: A sworn statement and affidavit from the Contractor to the Owner stating that all bills for this job have been paid and that the Owner is released from any and all claims and/or damages will be required before final payment is made.

.4 Guarantee of Work: Sworn statement that all work is guaranteed against defects in materials and workmanship for one year from date of Owner's acceptance, except where specified for longer periods.

.a Word the guaranty as follows: "we hereby guarantee all work performed by us on the above captioned project to be free from defective materials and workmanship for a period of one (1) year or such longer period of time as may be called for in the Contract Documents for such portions of the work". All guarantees and warranties shall be obtained in the Owner's name.

.b Within the guaranty period, if repairs or changes are requested in connection with guaranteed work which, in the opinion of the Owner, is rendered necessary as a result of the use of materials, equipment, or workmanship which are inferior, defective, or not in accordance with the terms of the Contract, the Contractor shall promptly, upon receipt of notice from and without expense to the Owner, place in satisfactory condition in every particular, all such guaranteed work, correct all defects wherein and make good all damages to the building, site, equipment or contents thereof which, in the opinion of the Owner is the result of the use of materials, equipment, or workmanship which are inferior, defective or not in accordance with the terms of the Contract; and make good any work or materials or the equipment and contents of said building or site distributed in fulfilling any such guaranty.

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.c If, after notice, the Contractor fails to proceed promptly to comply with the terms of the guaranty, the Owner may have the defects corrected and the

Contractor and his sureties shall be liable for all expense incurred.

.d All special guaranties applicable to definite parts of the work stipulated in the project manual or other papers forming part of the Contract shall be subject to the terms of this paragraph during the first year of the life of such special guaranty.

.5 Material List: A list of all material shall be submitted to Contract Officer. List shall include but not limited to:

.1 Manufactures Name and Address.

.2 Color Numbers and where used.

.3 All manufacturer warranties.

.6 Project Record Documents: Furnish Record Documents (electronic copy), and provide manuals and instructions as here in specified.

.7 Additional documents specified within the Project Manual:

1. General: Provide all additional certificates, warranties, quarantees, bonds or documents as called for in the individual sections of the Project Manual. The

Contractor is responsible for examining the Project Manual for these requirements.

PART 4 - RECORD DOCUMENTS (see Section 01720)

A. Maintenance of Documents:

1. Maintain a copy of all: Contract Drawings, Project Manual, Change Orders, 01260 / 4 reviewed Shop Drawings, reviewed Submittals, Product Safety Data Sheets, Equipment Brochures, Parts Lists, Operating Instructions, Field and Laboratory

Test Records, and other modifications to the Contract.

2. Store documents apart from documents used for construction.

3. Maintain documents in clean, dry, legible condition. Do not use record documents for construction purposes.

4. Make documents available at all times for inspection by Contract Officer.

B. Recording:

1. General: Mark all modifications in red pencil and bubble all revisions. Keep record documents current. Do not permanently conceal any work until required information has been recorded.

2. Contract Drawings: Legibly mark to record actual construction and submit electronic copy of corrected drawings:

a. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements.

b. Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure.

c. Field changes of dimension and detail.

d. Changes made by Change Order or Field Order.

PART 5 – MANUALS AND INSTRUCTIONS

A. Provide four (4) copies of all maintenance and instruction manuals customarily supplied by manufacturers for items incorporated in the work. Documents shall be submitted in

Adobe Portable Document Format (PDF) on CD-ROM or DVD. Disks shall be

01260 / 5 appropriately marked with a printed label (no direct markings on disks will be acceptable), in a jewel case printed with all Project information.

B. Arrange, by appointment, to give physical demonstration and oral instructions for machine and equipment operation to the Owner or a designated representative.

PART 6 – FINAL CLEANING

A. Employ experienced workman or professional cleaners for final cleaning. In preparation for substantial completion or occupancy, conduct final inspection of sight-exposed interior and exterior surfaces spaces and concealed spaces. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight-exposed interior and exterior finished surfaces. Polish surfaces so designated to shine finish. Repair, patch and touch up marred surfaces to specified finish to match adjacent surfaces. Broom clean paved surfaces; rake clean other surfaces of grounds. Replace air conditioning filters if units were operated during construction. Maintain cleaning until project, or respective portions thereof, is accepted or occupied by Owner.

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SECTION 01330

QUALITY CONTROL

A. Contractor shall monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce work of specified quality. Comply fully with manufacturers’ instructions, including each step in sequence. Should manufacturers’ instructions conflict with Contractor Documents, request clarification from Contracting

Officer before proceeding.

B. Comply with specified standards as a minimum quality for the work, except when more stringent tolerances, codes or specified requirements indicate higher standards or more precise workmanship. Perform work by persons qualified to produce workmanship of specified quality. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement.

C. Contractor shall install field samples at the site as required by individual specifications

Sections for review by the Contract Officer or Owner.

1. Acceptable samples represent a quality level for the work.

2. Where field sample is specified in individual Sections to be removed, clear area after field sample has been accepted by Contract Officer.

D. Tests will be performed under provisions identified in this section.

1. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals and finishes.

E. Concrete Quality Control:

August 2010 01330/2

1. The lead finisher on each placing crew of not over five individuals must be certified as an ACI Flatwork Finisher or ACI Flatwork Technician with a current certificate. If the lead finisher is not certified, the finishing subcontractor must provide a list of at least three jobs of similar scope along with the name and phone number of the Project Superintendent. The Contract Officer will give tentative approval based upon checking the references and evaluating the first placing and finishing associated with this Project.

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SECTION 01340

SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

A. Scope: Submit to the Owner, shop drawings, product data, and samples required by

Specification Sections.

B. Shop Drawings; Original drawings prepared by contractor, subcontractor, supplier or distributor which illustrates some portion of the work; showing fabrication, layout, setting or erection details.

.1 Prepared by a qualified detail.

.2 Identify details be reference to sheet and detail numbers shown on Contractor

Drawings.

.3 Minimum sheet size: 8-1/2" x 11".

.4 Reproduction for submittals: Opaque Diazo Prints.

C. Product Data:

.1 Manufacturer's standard schematic drawings: Modify drawings to delete information which is not applicable to the project. Supplement standard information to provide additional information applicable to project.

.2 Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other standard descriptive data: clearly mark each copy to identify pertinent materials, products or models. Show dimensions and clearance required.

Shop performance characteristics and capacities, wiring diagrams and controls.

D. Samples: Physical examples to illustrate materials, equipment or workmanship and to establish standard by which completed work is judged.

.1 Office Samples: Of sufficient size and quantity to clearly illustrate functional characteristics of products or material with integrally related parts and attachment devices and full range of color samples. After review, samples remain the property

August 2010 01340/2 of the Owner until completion of the construction project.

E. Contractor Responsibilities:

.1 Review shop drawings, product data, and samples prior to submission.

.2 Verify field measurements, field construction criteria and catalog numbers and similar data..

.3 Coordinate each submittal with requirement of work and of Contract Documents.

.4 Contractor's responsibility for errors and omissions in submittals is not relieved by

Contracting Officer’s review of submittals.

.5 Contractor's responsibility for deviations in submittals from requirements of Contract

Documents is not relieved by architect's review of submittals unless Contract Officer gives written acceptance of specific deviations.

.6 Notify Contracting Officer in writing at the time of submission, of deviations in submittals from requirements of Contract Documents.

.7 Begin no work requiring submittals until the return of submittals bearing Contract

Officer's stamp and initials or signature indicating review.

.8 After Contract Officer's review, distribute copies.

F. Submission requirements:

.1 Schedule submission with ample time before dates reviewed submittals will be needed.

.2 Submit number of copies of shop drawings and product data which Contractor requires for distribution plus one copy to be retained by Contract Officer.

.3 Submit number of samples in each of specification section.

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.4 Accompany submittals with transmittal letter, in duplicate, containing date, project title and number, contractor's name and address; the number of each shop drawing, product data and samples submitted; notification of deviations from Contract

Documents; and other pertinent data.

.5 Submittals shall include:

A. Date and revision dates.

B. Project title and number.

C. The names of: Owner, Contractor, Supplier, Manufacturer, and separate detailer, when pertinent.

D. Identification of product or material

E. Relation to adjacent structure or materials.

F. Field dimensions, clearly identified as such.

G. Specification section number.

H. Applicable standards such as ASTM number or Federal Specifications.

I. A blank space, 2" x 3" for the Architect stamp.

J. Identification of deviations from Contract Documents.

K. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements and compliance with Contract Documents.

G. Re-submission Requirements:

.1 Shop Drawings: Revise initial drawings as required and resubmit as specified for initial submittal. Indicate on drawings, any changes which have been made other than those required by Contract Officer .

.2 Product Data and Samples: Submit new data and samples as required for initial submittal.

H. Distribution of Submittals After Review:

.1 Distribute copies of shop drawings and product data which carry Owner's signature stamp to: Contractor's file, Job Site File, Subcontractor, Supplier and Fabricator.

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.2 Distribute samples as directed.

I. Owner's duties:

.1 Review submittals with reasonable promptness.

.2 Review for design concept of project and information given in Contract

Documents.

.3 Review of separate item does not constitute review of an assembly in which item functions.

.4 Sign documents and initials or signature certifying to review of submittal.

.5 Return submittals to Contractor for distribution.

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SECTION 01360

FIELD ENGINEERING

A. This work consists of performing all calculations and other work necessary to establish and/or verify all horizontal and vertical control data and furnishing, placing, and maintaining construction stakes necessary for the proper construction of all features and items this project. Any references in other sections of the specifications to establishment of control points or construction staking shall be construed to mean “by the Contractor”.

1.2 OWNER’S RESPONSIBILITY

A. Establish bench mark on or near site.

1.3 CONTRACTOR’S RESPONSIBILITY

A. General:

1. The Contractor shall furnish all personnel, materials, equipment, and

Devices necessary for determining, establishing, setting, checking, and maintaining points, lines, grades, and layout of the work required. Traffic control necessary for the proper execution of the work shall be furnished by the Contractor without separate measurement for payment. Stakes shall be of sufficient length, thickness, and quality to serve the purpose for which they are being used.

B. The Contractor shall verify the accuracy of the Owner provided bench marks and control points before proceeding with the layout for construction.

1. When errors are discovered and bench marks and/or control points do not agree with the drawings, the Contractor shall promptly notify the Contract Officer in writing and explain the problem in detail. The Contract Officer will advise the

August 2010 01360/2

Contractor within five (5) working days of any corrective actions which may be deemed necessary.

C. Contractor will be responsible for verifying and modifying as necessary to best fit existing field conditions, lengths, locations, elevations, and skew angles of all structures shown on the construction plans. All structure locations and heights shall be verified and modified as necessary to fit existing field conditions. Modifications to the plans shall not be made without written consent of the Contract Officer.

D. The Contractor shall perform work necessary to verify alignment and plan grades on all construction and tie-ins. Any discrepancies in grades, alignment, location, and/or dimension detected by the Contractor shall immediately be brought to the attention of the Contract Officer.

E. The Contractor shall employ sufficient qualified personnel experienced in surveying and layout to complete the work accurately. The Contractor shall also determine and provide all additional grade controls and staking operations necessary to secure a correct layout and construction of the work. All minor variations in layout and grades required to meet field conditions shall be resolved with the Contract Officer and shall not be considered justification for adjusting contract price or time.

1. Examples of minor variations in layout and grades are:

a. Adjustment of drainage or other structure length, alignment, and flow line elevation.

b. Adjustment of grades and alignment at roadway intersections, crossovers, railroad crossings, interchanges, existing bridges, and roadways.

c. Adjustment of curve data.

F. The Contractor will be responsible for establishing all lines, grades, elevations, and dimensions called for on the plans. All grades and other layout data computed by the Contractor shall be recorded and a copy of this data shall be

August 2010 01360/3 furnished, with sufficient time for checking, to the Contract Officer before field work is started. The originals of all data shall be furnished to the Contract Officer on or before final inspection for the Owner’s permanent file. The Contract shall also furnish personnel to assist the Contract Officer in taking stringline or other notes to determine whether specified tolerances are met. Any observation or checking of the Contractor’s layout by the Contract Officer and the approval of all or any of it will not relieve the

Contractor of the responsibility to secure proper dimensions, grades, and elevations of the several parts of the work.

G. Prior to beginning construction on any structure which is referenced to an existing structure or topographical feature, the Contractor shall check the pertinent locations and grades of the existing structures or topographical features to determine whether the locations and grades shown on the plans are correct.

H. The Contractor shall furnish “as-built” finish centerline elevations to the

Contract Officer prior to final inspection of the project.

I. The Contractor shall set stakes and/or flags for the project at each station and break or offset from the edge of the pavement or structures as directed by the

Contract Officer before operations are started on any section of work.

J. On grading projects, the Contractor shall set slope stakes at each station and at the beginning and end of spirals and curves. Closer intervals will be required for sharp changes in grades or alignment, widening, and certain other geometric details.

K. The Contractor shall set subgrade blue tops on centerline, break points, and at the left and right subgrade shoulder lines at intervals of not more than 100 feet on tangents and intervals of not more than 50 feet in curves. Closer intervals will be required for sharp changes in grades or alignment, widening, or super elevation.

L. On paving areas, the Contractor shall set subgrade, subbase, base, and paving blue tops. The subbase blue tops shall be on the same intervals as subgrade blue tops. The base and pavement blue tops shall be on intervals in accordance with the appropriate applicable requirements of the technical specification.

August 2010 01360/4

M. The Contractor shall exercise care in the preservation of stakes and bench marks and shall reset them when they are damaged, lost, displaced, or removed. The

Contractor shall use competent personnel and suitable equipment for the layout work required and shall provide that it be performed under the supervision of or directed by a

Registered Professional Engineer or Registered Land Surveyor who is duly registered and entitled to practice as a Professional Engineer or Professional Land Surveyor in the

State of Mississippi. The duties performed by said Registrant shall conform to the definitions under the “practice of engineering” and “practice of land surveying” in

Mississippi law. The Contractor shall not engage the services of any person in the employ of the Owner for the performance of any work covered by this section.

N. The Contract Officer reserves the right to check for accuracy any or all of the

Contractor’s layout work and shall be assisted by the Contractor’s personnel in such checking. When errors or discrepancies are found, the Contractor will take measures necessary to correct, at no expense to the Owner, any construction that has been performed using the improper layout. An observation, inspection, checking, and/or approval thereof by the Contract Officer of work for which the Contractor is responsible will not relieve the Contractor of responsibility to secure correct dimensions, grades, elevations, alignments, and locations of the work for satisfactory completion of the project and as a condition of final acceptance by the Owner.

Not used

August 2010 01370 /1

SECTION 01370

SCHEDULE OF VALUES

PART 1 - DESCRIPTION

A. Scope: Submit a Schedule of Values to the Contract Officer at least ten days prior to submitting first application for payment. Upon Contract Officer's request, support the values given with data substantiating their correctness. List quantities of materials. Payment for materials stored on site will be limited to those listed in Schedule of Unit Material Values

Use Schedule of Values only as basis for Contractor's Application for Payment.

B. Form of Submittal: Submit typewritten schedule of Values on AIA Document G703, using table of contents of this Specification as basis for format for listing cost of work for sections under Division 1 - 16. Identify each line item with number and title as listed in table of contents of this Specification. Sample schedule included in this Section - F Schedule of

Values, Samples.

C. Preparing schedule of values:

.1 Itemize separate line item cost for each of the following general cost items.:

Performance and Payment Bonds, field supervision and layout, and temporary facilities and controls.

.2 Itemize separate line item cost for work required by each Section of this

Specification. Break down installed cost with overhead and profit.

.3 For each line item which has installed value of more than $20,000, break down costs to list major products for operations under each item; rounding figures to nearest dollar. Make sum of total costs of all items listed in schedule equal to total contract sum.

D. Preparing schedule of unit material values:

.1 Submit separate schedule of unit prices for materials to be stored on which progress payments will be made. Make form of submittal parallel to schedule of values.

August 2010 01370 /2

Include in unit prices only; Cost of material, delivery and unloading site, and sales tax.

.2 Make sure unit prices multiplied by quantities equal material cost of that item in schedule of values.

E. Review and re-submittal: After Contract Officer's review, if requested, revise and resubmit schedule in same manner.

F. Schedule of Values, Samples

Use standard AIA Document G703:

Description of Work

Scheduled Value

Supervision $ ____________

Taxes $ ____________

Insurance $ ____________

Performance Bond $ ____________

Demolition $ ____________

Grading & Excavation $ ____________

Utilities $ ____________

Bituminous Paving &Base Course $ ____________

Landscaping $ ____________

Sidewalks $ ____________

Concrete $ ____________

Masonry $ ____________

Misc. Steel $ ____________

Fall Protection System $ ____________

Hangar Doors $ ____________

Hollow Metal Doors $ ____________

Hollow Metal Frames $ ____________

Insulation $ ____________

Waterproofing $ ____________

Door Hardware Installation $ ____________

Glazing & Mirrors $ ____________

August 2010 01370 /3

Stud Walls $ ____________

Acoustical Treatment $ ____________

Resilient Flooring $ ____________

Floor Coating (Hangar) $ ____________

Paint $ ____________

Compartments & Cubicles $ ____________

Toilet Accessories $ ____________

Fire Extinguishers $ ____________

Exhaust Fans $ ____________

Misc. Specialties $ ____________

Plumbing Rough-in $ ____________

Sprinkler System (Foam) $ ____________

Fire Pumps $ ____________

Plumbing Fixtures $ ____________

Air Hose Reels $ ____________

Gas Heater System $ ____________

Pipe Insulation $ ____________

HVAC $ ____________

Electrical Wiring, Cable & Devices $ ____________

Electrical Reel & Cable $ ____________

Lighting $ ____________

Communication Equip. $ ____________

TV Cable Service $ ____________

0803 December 2009

01390/1

SECTION 01390

SCHEDULE OF DRAWINGS

PART 1 - PROJECT TITLE

Repair Flight Systems Maintenance Dock, Building 4254

Keesler Air Force Base, Mississippi

PART 2 - SCHEDULE

T1 Cover sheet

D1 Site and Building Demolition Plans

D2 Exterior Elevations Demolition Plans

D3 Exterior Elevations Demolition Plans and Demolition Notes

D4 Building Sections Demolition Plans

A1 Site Details Construction Plans

A2 Site and Building Construction Plans

A3 Exterior Elevations Construction Plans

A4 Exterior Elevations Construction Plans and Construction Notes

A5 Details and Schedules Construction Plans

A6 Building Sections Construction Plans

A7 Reflected Ceiling Construction Plans

F1 AFFF Plan

P1 Plumbing Demolition Plan

P2 Plumbing Gas Plan, Legend and Details

M1 HVAC Demolition Plan

M2 HVAC Plan

M3 HVAC Schedules and Details

E1 Electrical Plan

0803 December 2009

01390/2

E2 Enlarged Plans

01410/1

SECTION 01410

TESTING LABORATORY SERVICES

PART 1 - Related Documents

A. The general provisions of the Contract, including General and Supplementary Conditions and

Division 1 - General Requirements, apply to the work specified in this Section.

PART 2 - Selection and Payment

A. The Contractor shall select and pay for a competent testing laboratory of recognized standing for all testing hereinafter specified and / or required in other sections of the

Specifications and Drawings.

PART 3 - Responsibility of Contractor

A. Cooperation of Contractor

The Contractor shall cooperate with the laboratory and provide as follows:

Make available, without cost, samples of all materials to be tested in accordance with applicable standard Specifications.

Furnish such nominal labor and sheltered working space as is necessary to obtain samples at the project.

Advise the laboratory of the identity of material sources and instruct the suppliers to allow tests or inspections but he laboratory.

Notify the laboratory sufficiently in advance of operations to allow for completion of initial tests and assignments of inspection personnel.

B. Rejection of Materials

The laboratory shall notify the Contractor, or his authorized representative, of any materials or work which are not in full conformance with the Specifications and the Contracting Officer

01410/2 shall be informed of such notification. Such nonconforming items shall not be incorporated in the finished work unless changed or corrected.

PART 4 - Test Methods

A. Tests and inspections shall be conducted in accordance with the requirements of the

Specifications or, if not herein specified, in accordance with the latest standards of ASTM, ACI, or other recognized authorities.

B. Test Reports

The laboratory shall promptly submit written reports of each test and inspection made to the

Owner, Contracting Officer, suppliers of tested products, and to such other parties the

Contracting Officer may specify.

C. Additional Tests

The Contracting Officer reserve the right to require additional tests to those specified or upon materials not herein specified for testing. If the results of such tests disclose noncompliance with the Drawing or Specifications requirements, the Contracting Officer reserve the right to require additional tests at the expense of the Contractor.

PART 5 - Description of Laboratory Services

A. Concrete:

1. Mix Design: In advance of concrete operations, materials proposed for use in concrete will be sampled and tested to determine their compliance with these

Specifications. Mix proportions shall be established by the laboratory for each strength and type of concrete required and reports submitted to the Contracting

Officer for approval, showing the recommended mix designs.

2. Concrete Plant Inspections: At all times during concrete operations a representative of the laboratory at the batching plant will witness the loading of each batch of concrete to determine that the approved mix designs are used.

01410/3

3. Job Inspection: A representative of the laboratory on the project will check the mixing of the concrete and conduct all field tests, such as slump determinations, yield and air content checks, casting of cylinders, and the regulation of the consistency of the concrete. This representative shall also check and report any substandard concreting operations observed while at the job site.

4. Concrete Cylinders: For each day's pour of fifty (50) cubic yards or fraction thereof, four (4) test cylinders shall be cast for each different strength of concrete placed. Two (2) cylinders shall be tested and reported at seven (7) days and two

(2) at twenty-eight (28) days, unless otherwise directed.

PART 6 - Reinforcing Steel:

Check mill test reports for compliance with Specifications.

PART 7 - Soil Compaction

A. Test and inspect subgrades and fill layers to be compacted to determine compliance with

Section 02200 - Earthwork.

B. Perform field density tests in accordance with ASTM D 1556 (sand cone method) or ASTM

D 2922 (nuclear method).

C. Paved Area Subgrade: Make at least one field density test of subgrade for every 2000 sq.

ft. of paved area, but in no case less than 4 tests.

August 2010 01500/1

SECTION 01500

TEMPORARY FACILITIES AND CONTROLS

A. Work required under this section consist of all temporary construction facilities, services and related items to complete the Project indicated on the Drawings and described in the project Manual. Some requirements are set forth herein.

B. Standards:

1. Refer to Section 00700 – General Conditions, Article 10.1.1.

2. Materials: All materials required by the work of this section shall be as specified in the respective sections.

1.2 FACILITIES AND CONTROLS

A. Hoisting Facilities: The Contractor shall be responsible for providing suitable capacity and hoisting facilities for all people and materials.

B. Field Office and Sheds: At all times, The Contractor shall provide and maintain weatherproof office, with telephone, at a location approved by the Contracting

Officer, for the Contractor’s use and that of his Subcontractors and the Contracting Officer.

1. Contractor shall have a portable cellular telephone with local cellular service which shall be kept with the Superintendent at all times.

C. Sanitation Facilities: The Contractor is responsible for furnishing adequate temporary toilet facilities.

D. Drinking Water: The Contractor shall provide drinking water facilities for all workmen

August 2010 01500/2 on the job, including icing when required, paper cups, etc., all maintained in a sanitar condition.

E. Fire Protection: Each Contractor will provide general temporary fire protection requirements for their own requirements in accordance with OSHA.

F. Storage Facilities: The Contractor shall provide suitable watertight and damp proof sheds to house construction materials.

1. The Contractor shall coordinate the allocation of storage areas to the various

Subcontractors.

G. Temporary Heat: The Contractor shall provide heat, fuel, and services as necessary to protect all work from dampness and cold until final acceptance. If, in the stages of the construction, mechanical and electrical installations will permit, the mechanical and electrical facilities may be used to provide heat and ventilation. However, the

Owner is saved harmless of responsibility as to acceptance of mechanical and/or electrical installations.

H. Utilities: The Contractor shall make all temporary connections to utility systems as required for construction purposes.