TYPE_B-3_SPECIFICATIONS.pdf

165th WING COMMAND AND

COMBAT READINESS TRAINING CENTER

GEORGIA AIR NATIONAL GUARD

SAVANNAH/HILTON HEAD IAP

SAVANNAH, GEORGIA

PROJECT NUMBER XDQU 022956

RENOVATE SQUAD OPS AND ASE MAINT,

BUILDING 198

TYPE B-3 SPECIFICATIONS

Submitted to:

Georgia Air National Guard

165th Civil Engineer Squadron

1401 Robert B. Miller Drive

Garden City, GA 31408-9001

912-966-8321

Submitted by:

THOMAS & HUTTON ENGINEERING CO.

50 Park of Commerce Way

Savannah, GA 31405

912-234-5300

912-234-8424 (fax)

January 2015

TABLE OF CONTENTS

DIVISION 1

01010 GENERAL PROVISIONS

01027 APPLICATION OF PAYMENT

01028 MODIFICATION PROCEDURES

01040 PROJECT COORDINATION

01200 PROGRESS MEETINGS

01340 SUBMITTALS

01356 ENVIRONMENTAL REQUIREMENTS AND REFERENCES

01400 QUALITY CONTROL

01500 TEMPORARY FACILITIES

01540 GREEN PROCUREMENT

01572 WASTE MANAGEMENT

01 62 35 RECYCLED-RECOVERED MATERIALS

01631 PRODUCTS AND SUBSTITUTIONS

01700 PROJECT CLOSEOUT

01800 FORMS AND SCHEDULES

DIVISION 2

024119 SELECTIVE DEMOLITION

DIVISION 7

072110 SPRAY FOAM INSULATION

074113 METAL ROOFING

074115 ROOF WARRANTY REQUIREMENTS

079200 JOINT SEALANTS

DIVISION 9

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

095113 ACOUSTICAL PANEL CEILING

096513 RESILIENT FLOORING ACCESSORIES

096816 CARPETING

099123 INTERIOR PAINTING

DIVISION 21

210110 FIRE PROTECTION GENERAL PROVISIONS

210120 FIRE PROTECTION STANDARDS

210210 FIRE PROTECTION COORDINATION

210220 FIRE PROTECTION SUBMITTALS

210230 FIRE PROTECTION IDENTIFICATION

210240 FIRE PROTECTION WORK CLOSEOUT

212010 FIRE PROTECTION SPRINKLER SYSTEM

DIVISION 23

230110 MECHANICAL GENERAL PROVISIONS

230120 MECHANICAL STANDARDS

230210 MECHANICAL COORDINATION

230220 MECHANICAL SUBMITTALS

230230 MECHANICAL IDENTIFICATION

230240 MECHANICAL WORK CLOSEOUT

232110 DUCTWORK

232210 AIR DISTRIBUTION

236110 HEAT PUMPS

238310 EMCS

239210 MECHANICAL TAB SHORT

239310 MECHANICAL COMMISSIONING

DIVISION 26

260100 GENERAL PROVISIONS - ELECTRICAL

260110 DEMOLITION

260120 ELECTRICAL SUBMITTALS

261010 RACEWAY SYSTEMS AND SUPPORTS

262010 WIRES AND CABLES, 600V AND BELOW

262020 WIRING DEVICES

262021 SAFETY AND DISCONNECT SWITCHES

262030 LIGHTING FIXTURES

262080 ELECTRICAL GROUNDING, 600V AND BELOW

APPENDIX A

ASBESTOS AND LEAD-BASED PAINT SURVEY

ASBESTOS ABATEMENT SPECIFICATIONS

Renovate Squad Ops and ASE Maint, Building 198

XDQU022956

GENERAL PROVISIONS

SECTION 01010 - GENERAL PROVISIONS

PART 1 - GENERAL

1.1 DESCRIPTION OF WORK

The scope of this project is to renovate the interior area of Building 198: Rearrange walls and utilities, provide fire protection, and replace doors and finishes. Exterior work;

provide utility support, pavements, site improvements and communications support.

Demolition to include but not limited to; all electrical to include light fixtures, outlets, conduit, wiring, to include circuits back to panels, ceilings, interior walls, flooring, mechanical and communications.

Construction: install DDC environmental control system, install wet pipe fire suppression and fire alarm system.

Sustainment: Replace roof with new standing seam metal roof system.

Repair: Selective demolition of interior partitions, upgrade interior electrical systems and lighting, new interior and exterior finishes to include new suspended ceiling grid, general painting, new flooring, and mechanical system upgrade. Exterior work shall consist of electrical and communication distribution system undergrounding.

Scope will include the removal of all electrical overhead utilities serving, and in the immediate vicinity of, Bldg 198. Coordination with AT&T engineers and/or Georgia

Power engineers as required to furnish fully engineered electrical undergrounding solution ready to be executed by construction contractor. Undergrounding starts at first power pole south of Brushwood Drive.

1.2 LOCATION

The site of this work is located adjacent to the CRTC Aircraft Parking Apron, Building

197 and Building 195, Georgia Air National Guard, Savannah International Airport, Georgia.

1.3 PROJECT DESCRIPTION

Provide all personnel, material, equipment, tools, and incidental items required for the project in accordance with construction documents (drawings and specifications).

1.4 REFERENCE STANDARDS AND PUBLICATIONS

A. The standards and publications listed in each section of these specifications form part of these specifications to the extent referenced. The Contractor shall conform to the provision requirements of the dated issue of the listed standard or publication. If the project drawings and specifications do not specify a standard, then the standard(s) of the local and Standard

Building Codes apply. In the event of a conflict between the two codes, the more stringent code standards shall be met.

1.5 QUALITY CONTROL

A. Contractor shall use skilled workers, an adequate number of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods for proper performance of the work in each section of these qualifications.

B. Licenses: The Contractor or their subcontractors shall be licensed by the State of Georgia or have an equivalent out-of-state license in all areas applicable to this contract except

Asbestos Abatement Contractor shall be licensed by the State of Georgia.

1.6 SITE VISITS

A. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the amount of material required to perform this project. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions provision of the contract. Site visits may be arranged by contacting the Base Engineers office, Building 901, Savannah

IAP. The phone numbers are 912-966-8322 or 912-966-8321 or by fax 912-966-8470.

1.7 INTERPRETATIONS

A. Requests for interpretations of the drawings and specifications should be made to the office of the Base Civil Engineer sufficiently prior to the bid opening date to allow an amendment to be issued if necessary.

PART 2 - PRODUCTS

2.1 MATERIAL APPROVAL

A. The Contractor shall submit an AF Form 3000 (provided in Section 01800 - Forms and

Schedules) in digital format for all required submittals. All items contained within the submittal shall be clearly identified to show compliance with a specification division/section/paragraph and/or drawing number/schedule. One copy will be returned to the Contractor.

B. Submittal required: Schedule of material submittal shall be as shown on AF Form 66 (see

Section 01800 - Forms and Schedules) which is a part of this solicitation package.

C. The Contractor is solely responsible for the accuracy and completeness of the data submitted regardless of corrections made in or approvals given to such submittal.

D. No material containing asbestos will be used in the work.

E. No consideration will be given to partial submittal and they will be returned unapproved to the Contractor. Incomplete or disapproved submittal causing delays will not be grounds for contract modifications.

F. Procure no materials until an approved copy of all submittal has been returned by the

Government. Any item procured without a Government approved submittal is at the

Contractor’s sole risk.

G. The Contractor shall note on the front of AF Form 3000 any item being submitted which deviates from the requirements of the contract plans and specifications. The Contractor shall note that by signing the AF Form 3000, he is certifying that the materials are in compliance with all specifications. Failure to comply could result in material removal from the job site. Any approval of submittal data containing deviations not noted on Form 3000 will not constitute approval of such deviations.

H. Approval of submittals by the Contracting Officer does not relieve the Contractor from responsibility for performance in strict accordance with the specifications and drawings:

nor does such approval constitute acceptance.

PART 3 - EXECUTION

3.1 WORK SCHEDULE

A. Working hours for the Contractor will normally be between the hours of 7:00 AM and 5:30

PM, excluding Saturdays, Sundays and Federal Holidays. When a Federal holiday falls on a Monday it will be observed on Tuesday as a Holiday. If the Contractor desires to work during periods other than above, additional Government inspection forces may be required.

The Contractor must notify the Base Civil Engineer’s Office forty-eight (48) hours in advance of their intention to work during other periods to allow scheduling of Inspection personnel to be assigned to this project. The Base Civil Engineer may authorize the

Contractor to work during periods other than normal duty hours/days.

3.2 SPECIAL CONSTRUCTION REQUIREMENTS

A. The Contractor must maintain a Debris and dust Control program during construction for the prevention of possible Foreign object Debris (FOD) entering the active airfield ramp.

B. The Contractor shall provide a construction schedule to the Base Civil Engineer for review and approval prior to commencing construction activities.

3.3 UTILITIES

A. Electrical power interruptions are to be kept at a minimum for this project.

B. The Contractor shall make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruptions to system operation. All temporary and permanent utility hookups and disconnects will be made by the Contractor.

C. Contractor is required to provide their own hookup to their construction trailer and coordinate connection with Georgia Power. Contractor is also required to have their own temporary meter installed and is responsible for all power expenses to the trailer.

Contractor shall provide their own provisions for sanitary sewage. Normal amounts of potable water will be furnished at no cost to the contractor.

3.4 NECESSARY WORK AND MATERIALS

A. Work and materials not specifically mentioned herein but necessary for the proper completion of the specified work shall be furnished without additional cost to the

Government.

3.5 LAYOUT OF WORK AND ELEVATIONS

A. Dimension and elevations indicated in the layout of work shall be verified by the

Contractor. Discrepancies between drawings, specifications, and existing conditions shall be referred to the Base Civil Engineer in writing, for adjustment, before affected work is performed. Failure to make notification shall place responsibility upon the Contractor to carry out the work in a satisfactory and workmanlike manner.

B. The Contractor will accurately locate, mark or stake all features and utilities required to complete the work.

3.6 STORAGE AND PROTECTION

A. The Contractor shall be assigned a storage area upon request to the Base Civil Engineer.

All trailers shall be in good and safe condition. Contractor shall be responsible for the storage, protection and security of all his materials and equipment, whether incorporated into the job or not.

3.7 CLEANUP AND DISPOSAL

A. The Contractor shall at all times keep the construction area, including storage areas, free from accumulation of waste materials or rubbish. Nothing can be allowed to fly around.

B. All waste materials generated by this contract will be disposed of in contractor provided waste receptacles. Disposal will be handled by the contractor.

C. Upon completion of the construction, the Contractor shall leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Base Civil Engineer/ Contracting

Officer.

3.8 CONSTRUCTION FORMS (See Section 01800 - Forms and Schedules)

A. Contract Progress: Contractor shall complete AF Form 3064, Progress Schedule, and AF

Form 3065, Progress Report. AF Form 3064 will be submitted following the Preconstruction

Conference. AF Form 3065 will be submitted twice a month directly to the 165 MSG/MSC in Savannah.

B. Daily Contract Log: Contractor shall maintain a daily log of the activities performed by their personnel. The log book shall be kept at the job site and shall be made available to the

Inspector.

C. Dig Permit: Use AF Form 103.

D. Submittals: Use AF Form 66 as a guide to required submittals. Use AF Form 3000 as a transmittal document for submittals.

E. Final Inspection Real Property Cost Data Sheet: Use Construction Cost Data Sheet provided in Section 01800 - Forms and Schedules.

F. Environmental Forms: Use Contractor’s guidelines for the Handling of Hazardous Materials provided in Section 01800 - Forms and Schedules.

3.9 GOVERNMENT-FURNISHED MATERIALS

None

3.10 SALVAGEABLE MATERIAL

3.11 SAFETY AND HEALTH REQUIREMENTS

A. The Contractor shall initiate and maintain such programs as to comply with the provisions of the USACE EM 385-1-1 Safety and Health Requirements Manual. These programs shall include the education and training of employees and subcontractors’ personnel in the recognition, avoidance and prevention of unsafe conditions and evaluation and control of all potential health hazards.

3.12 FIRE PROTECTION

3.13 ENVIRONMENTAL REQUIREMENTS

A. General Conditions: It is the Contractor’s responsibility to assure that all work to be accomplished will be in compliance with Federal, State, and local environmental regulations. Contractor shall perform work in strict accordance with all conditions specified in the environmental permits.

B. Storage and Protection: Contractor shall be responsible for the storage and protection of all his materials, equipment and wastes, whether incorporated into the job or not. All liquid material and wastes must be stored so that any spills or leaks will be contained and will not mix with incompatible materials and no liquid wastes will be discharged to the storm sewers.

C. Cleanup and Disposal: Disposal of any hazardous wastes must be coordinated with Base

Environmental Office. All non-hazardous solid waste materials generated by the

Contractor will be hauled off of US Government property at the completion of the job or at more frequent intervals as required by Federal, State, County and City regulations and at the expense of the Contractor. Contractor shall assume all liabilities for improper disposal.

D. Fire and Chemical Spills: The Contractor must notify the Base Fire Department

(emergency number is 8117, non-emergency number is 8225 or 8311) in the event of any fire or release of any chemical into the environment including air emissions, as well as spills inside or outside of a building.

E. Hazardous Materials/Wastes:

1. The Contractor shall follow all requirements found in any and all USAF, Federal, State, and local statutes, rules, regulations and policies pertaining to the handling, treatment, disposal, etc., of any hazardous wastes and/or materials used or discovered in the performance of this contract including, but not limited to, the obligations in 40

C.F.R., and 42 U.S.C. Contractor shall insure that all personnel have been properly trained in accordance with 29 C.F.R..

2. Submit data on all hazardous materials to be used on this project in accordance with

FAR 52.223-3 and AF FAR 52.223-9000.

3. Follow the procedures established in the Contractor’s Guidelines for the Handling of

Hazardous Materials provided in Section 01800 - Forms and Schedules.

END OF SECTION 01010

APPLICATION FOR PAYMENT 01027 - 1

SECTION 01027 – APPLICATIONS FOR PAYMENT

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary

Conditions and other Division-1 and 2 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements governing the

Contractor's Application for Payment.

B. The Contractor's Construction Schedule and Submittal Schedule are included in

Section 01340 "Submittals".

1.3 SCHEDULE OF VALUES

A. Coordinate preparation of the Schedule of Values with preparation of the Contractor's

Construction Schedule.

B. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including:

1. Contractor's construction schedule.

2. Application for Payment form

3. List of subcontractors.

4. List of principal suppliers and fabricators.

5. Schedule of submittals.

C. Submit the Schedule of Values to the Contracting Officer at the earliest feasible date, but in no case later than 7 days before the date scheduled for submittal of the initial

Application for Payment.

D. Format and Content: Use the Project Manual Table of Contents as a guide to establish the format for Schedule of Values.

E. Identification

1. Include the following Project identification on the Schedule of Values:

a. Project name and location.

b. Name of the Engineer.

c. Project Number.

APPLICATION FOR PAYMENT 01027 - 2

d. Contractor's name and address.

e. Date of Submittal.

2. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed:

a. Generic name.

b. Related Specification Section.

c. Name of subcontractor.

d. Name of manufacturer or fabricator.

e. Name of supplier.

f. Change Orders (numbers) that have affected value.

g. Dollar value.

h. Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to total 100 percent.

3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items.

4. Round amounts off to the nearest whole dollar; the total shall equal the Contract

Sum.

5. For each part of the Work (where an Application of Payment may include materials or equipment purchased or fabricated and stored, but not yet installed) provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for totaled installed value of that part of the Work.

F. Margins of Cost:

1. Show line items for indirect costs, and margins of actual costs, only to the extent of that such items will be listed individually in Application for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of general overhead and profit margin.

2. At the Contractor's option, temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense.

G. Schedule Updating:

1. Update and resubmit the Schedule of Values when Change Orders or

Construction Change Directives result in a change in the Contract Sum.

APPLICATION FOR PAYMENT 01027 - 3

1.4 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with the previous applications and payments as certified by the Contracting Officer and paid for by the Government.

B. The initial Application for Payment, the Application for Payment at time of

Substantial Completion, and the final Application for Payment involve additional requirements.

C. Payment Application Forms: Use AIA Document G702 and Continuation Sheets

G703 as the form for Application for Payment.

D. Application Preparation:

1. Complete each entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Government. Incomplete applications will be returned without action.

2. Entires shall match data on the Schedule of Values and Contractor's Construction

Schedule. Use updated schedules if revisions have been made.

3. Include amounts of Change Orders and Construction Change Directives issued prior to the last day of the construction period covered by the application.

E. Transmittal:

1. Submit 6 executed copies of each Application for Payment to the Contracting

Officer by means ensuring receipt within 24 hours; one copy shall be complete, including waivers of lien and similar attachments, when required.

2. Transmit each copy with an approved transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the Contracting Officer.

F. Initial Application for Payment: Administrative actions and submittals that must preced or coincide with submittal of the first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of Values.

3. Contractor's Construction Schedule (preliminary if not final).

4. Submittal Schedule (preliminary if not final).

5. List of Contractor's Principal consultants.

APPLICATION FOR PAYMENT 01027 - 4

6. List of Contractor's staff assignments.

7. Copies of authorizations and licenses from governing authorities for performance of the work.

8. Certificates of insurance and insurance policies.

9. Performance and paymetn bond (if required).

10. Initial settlement-survey and damage report, if required.

G. Application for Payment at Substantial Completion: Following issuance of the

Certificate of Substantial Completion, submit an Application for Payment.

1. Administrative actions and submittals that shall proceed or coincide with this application include the following:

a. Change-over information related to Government's use, operation and maintenance.

b. Final cleaning.

c. Application for reduction of retainage, and consent of surety.

d. List of incomplete work.

H. Final Payment Application: Administrative actions and submittals which must proceed or coincide with submittal of the final Application for Payment include the following:

1. Completion of Project closeout requirements.

2. Completion of items specified for completion after Substantial Completion.

3. Assurance that unsettled claims will be settled.

4. Assurance that Work not complete and accepted will be completed without undue delay.

5. Transmittal of required Project construction records to Government.

6. Proof that taxes, fees and similar obligations have been paid.

7. Removal of temporary facilities and services.

8. Removal of surplus materials, rubbish and similar elements.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 01027

MODIFICATION PROCEDURES 01028 - 1

SECTION 01028 – MODIFICATION PROCEDURES

1.1 RELATED SECTIONS

A. Section 01027 – Applications for Payments: Payment applications.

B. Section 01340 – Submittals: Schedule of Values.

C. Section 01700 – Project Closeout: Project record documents.

1.2 SUBMITTALS

A. Submit name of the individual authorized to receive documents, and be responsible for informing others in Contractor’s employ or Subcontractors of changes to work.

B. Change Order Forms: Approved form by Contracting Officer.

1.3 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME

A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of change in the work.

B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation.

C. Provide additional data to support computations:

1. Quantities of products, labor, and equipment.

2. Taxes, insurance, and bonds.

3. Overhead and profit.

4. Justification for any change in Contract Time.

5. Credit for deletions from Contract, similarly documented.

D. Support each claim for additional costs, and for work done on a time and material basis, with additional information:

1. Origin and date of claim.

2. Dates and times of work was performed, and by whom.

3. Time records and wage rates paid.

4. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

MODIFICATION PROCEDURES 01028 - 2

E. Weather Conditions: As unusual amount of severe weather to such an extent as to be definitely abnormal and beyond conditions that may be reasonably anticipated. For the purpose of this contract, a total of three (3) working days per calendar month shall be anticipated as “normally bad or severe weather”, and such time will not be considered as justification for an extension of time. The monthly climatological reports from the

NOAA at the Savannah/Hilton Head International Airport will be accepted as proof of rain and severe weather.

1.4 CHANGE PROCEDURES

A. The Contracting Officer will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by contract.

B. The Contracting Officer may issue a Proposal Request that includes a detailed description of a proposed change with supplementary or revised Drawings, and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required, and the period of time during which the requested Sum may be considered valid. Contractor will prepare and submit an estimate within 5 days.

C. The Contractor may propose a change by submitting a request for change to the

Contracting Officer, describing the proposed change and its full effect of the Work, with a statement describing the reason for the change, and the effect of the Contract Sum and

Contract Time with full documentation and a statement describing the effect on other

Work.

1.5 ALLOWANCES

A. Allowance Adjustment: For allowance-cost adjustment, base each Change Order

Proposal on the difference between the actual cost amount and the allowance. Where applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

1. When requested, prepare explanations and documentation to substantiate the margins claimed.

B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or the Contractor’s handling, labor, installation, overhead, and profit. Submit claims within

21 days of receipt of the Change Order or Construction Change Directive authorizing work to proceed. The Owner will reject claims submitted later than 21 days.

1. Do not include the Contractor’s or subcontractor’s indirect expense in the

Change Order cost amount unless it is clearly shown that the nature or extent of

MODIFICATION PROCEDURES 01028 - 3

work has changed from what could have been foreseen from information in Contract

Documents.

2. No change to the Contractor’s indirect expense is permitted for selection of higher or lower-priced materials or systems of the same scope and nature as originally indicated.

1.6 WORK CHANGE DIRECTIVE

A. Contracting Officer may issue a document instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

B. The document will describe changes in the Work, and will designate method of determining any change in Contract Sum or Contract Time.

C. Promptly execute the change in Work.

1.7 CHANGE ORDER

A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

B. Contracting Officer will determine the change allowable in Contract Sum and Contract

Time as provided in the Contract Documents.

C. Maintain detailed records of work done on Change Order basis.

1.8 EXECUTION OF CHANGE ORDERS

A. Execution of Change Orders: Contracting Officer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.9 CORRELATION OF CONTRACTOR SUBMITTALS

A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

C. Promptly enter changes in Project Record Documents.

PART 2 – PRODUCTS (NOT APPLICABLE)

MODIFICATION PROCEDURES 01028 - 4

PART 3 – EXECUTION (NOT APPLICABLE)

END OF SECTION 01028

PROJECT COORDINATION 01040 - 1

SECTION 01040 – PROJECT COORDINATION

1.1 SECTION INCLUDES

Conditions and other Division-1 Specifications, apply to this Section.

1.2 RELATED SECTIONS

A. Section 01010 - Summary of Work.

B. Section 01200 - Progress Meetings.

C. Section 01340 - Submittals: Schedule of Values.

D. Section 01700 – Project Closeout: Project record documents.

1.3 CONSTRUCTION MOBILIZATION

A. Coordinate with the Contracting Officer in allocation of mobilization of sites for field offices and shed, for hauling routes, delivery access traffic and parking facilities.

B. During construction coordinate use of site and facilities with the Contracting Officer.

1.4 COORDINATION

A. Coordination:

1. Coordinate construction activities included under various Sections of these

Specifications to assure efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different Sections of these

Specifications that are dependent upon each other for proper installation, connection, and operation.

2. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

3. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

PROJECT COORDINATION 01040 - 2

4. Make adequate provisions to accommodate items scheduled for later installation.

5. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

6. Security badges will be required for all personnel and vehicles entering the base.

All personnel will be required to provide identification to obtain their badge. All vehicles will be required to have current insurance and registration to obtain its security pass. These passes are issued through the Security Forces office.

Coordination for this procedure will be provided at the Pre-Construction meeting.

B. Administrative Procedures:

1. Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the

Work. Such administrative activities include, but not limited to, the following:

a. Preparation of schedules.

b. Installation and removal of temporary facilities.

c. Delivery and processing of submittals.

d. Progress meetings.

e. Project Closeout activities.

C. Conservation

1. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

2. Salvage materials and equipment involved in performance of, but actually incorporated in, the Work. Refer to other sections for disposition of salvage materials that are designated as Government's property.

1.5 SUBMITTALS

1. Coordination Drawings:

a. Comply with requirements contained in Section 01340 - Submittals.

b. Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

c. Show the interrelationship of components shown on separate Shop Drawings.

d. Indicate required installation sequences.

PROJECT COORDINATION 01040 - 3

2. Staff Names:

a. Within 15 days of Notice to Proceed, submit a list of the Contractor's principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list thier addresses and telephone numbers.

b. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone.

3.1 GENERAL INSTALLATION PROCEDURES

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturer's Instructions: Comply with manufacturer's installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract.

C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective materials.

D. Provide attachment and connection devices and methods necessary for securing

Work. Secure Work true to line and level.

E. Visual Effects: Provide uniform joints widths in exposed Work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to the

Contracting Officer.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

H. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed Work.

3.2 CLEANING AND PROTECTION

PROJECT COORDINATION 01040 - 4

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where applicable, such exposure includes, but not limited to, the following:

Excessive static or dynamic loading

Thermal shock

Excessively high or low humidity

Air contamination or pollution

Water or ice

Solvents

Chemicals

Puncture

Abrasion

Heavy traffic

Soiling, staining and corrosion

Combustion

Electrical current

Unusual wear or misuse

Contact between incompatible materials

Destructive testing

Misalignment

Excessive weathering

Unprotective storage

Improper shipping or handling

Theft

Vandalism

END OF SECTION 01040

PROGRESS MEETINGS 01200 - 1

SECTION 01200 – PROGRESS MEETINGS

1.1 RELATED DOCUMENTS

Conditions and other Division-1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for project meetings including but limited to:

1. Pre-Construction Conference.

2. Coordination Meetings.

3. Progress Meetings.

B. Construction schedules are specified in Division-1 Section 01040, Project

Coordination and Section 1, Submittals, 1.4 Contractor's Construction Schedule.

1.3 PRE-CONSTRUCTION CONFERENCE

A. The Contracting Officer will schedule a pre-construction conference and organizational meeting at the Project site or other convenient location as soon as possible after ward of the contract and prior to commencement of construction activities.

B. Attendees: The Contracting Officer, Base Civil Engineer and his consultants, the

Contractor and its superintendent, major subcontractors, manufacturers, suppliers and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Work.

C. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Tentative construction schedule.

2. Critical work of sequencing.

3. Designation of responsible personnel.

4. Procedures for processing field decisions and Change Orders.

5. Procedures for processing Applications for Payment.

6. Distribution of Contract Documents.

7. Submittal of Shop Drawings, Product Data and Samples.

8. Preparation of record documents.

9. Use of the premises.

10. Office, Work and storage areas.

PROGRESS MEETINGS 01200 - 2

11. Equipment deliveries and priorities.

12. Safety procedures.

13. First Aid.

14. Security.

15. Housekeeping.

16. Working hours.

17. Scheduling.

1.4 PROGRESS MEETINGS

A. Conduct progress meetings at the Project site at regularly scheduled intervals

(normally bi-weekly). Notify the Contracting Officer of scheduled meeting dates.

Coordinate dates of meetings with preparation of the payment request.

B. Attendees: In addition to the Contracting Officer if he desires, each subcontractor, supplier or other entity concerned with progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with and authorized to conclude matters relating to progress.

C. Agenda: Review and correct or approve minutes of the previous progress meeting.

Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the project, such as but not limited to:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems and decisions.

4. Identification of problems that impede planned progress.

5. Review of Submittal Schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Effect of proposed changes on progress schedule and coordination.

9. Safety and Security.

D. Contractor's Construction Schedule: Review progress since last meeting. Determine where each activity is in relation to the Contractor's Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

E. Review the present and future needs of each entity present, including such items as:

1. Interface requirements.

PROGRESS MEETINGS 01200 - 3

2. Time.

3. Sequences.

4. Deliveries.

5. Off-site fabrication, delivery schedules and problems.

6. Access.

7. Site utilization.

8. Temporary facilities and services.

9. Hours of Work.

10. Hazards and risks.

11. Housekeeping.

12. Quality and Work standards.

13. Change Orders.

14. Documentation of information for payment requests.

F. Reporting: No later than 3 days after each progress meeting date, distribute copies of the minutes of meeting to each party present and to their parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.

G. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting.

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 01200

SUBMITTALS 01340 - 1

SECTION 01340 - SUBMITTALS

1. GENERAL

1.1 Related Documents: Drawings and general provisions of Contract, including

General and Supplementary Conditions and other Division 1 Specification sections, apply to work of this section.

1.2 Description of Requirements: The types of submittal requirements specified in this section include shop drawings, product data, samples and miscellaneous work-related submittals. Individual submittal requirements are specified in applicable sections for each unit of work. Refer to other Division 1 sections and other contract documents for requirements of administrative submittals.

1.2.1 Definitions: Work-related submittals of this section are categorized for convenience as follows:

a) Shop Drawings include specially-prepared technical data for this project, including drawings, diagrams, performance curves, data sheets, schedules, templates, patterns, reports, calculations, instruction, measurements and similar information not in standard printed form for general application to several projects.

b) Product data include standard printed information on materials, products and systems; not specially-prepared for this project, other than the designation of selections from among available choices printed therein. Cut sheets shall be original from the manufacturer and not reproductions from previous projects.

c) Samples include both fabricated and unfabricated physical examples of materials, products, and units of work; both as complete units and as smaller portions of units of work; either for limited visual inspection or (where indicated) for more detailed testing and analysis.

1. Mock-ups are a special form of samples, which are too large or otherwise inconvenient for handling in specified manner for transmittal of sample submittals.

d) Miscellaneous submittals related directly to the work (non-administrative) include warranties, maintenance agreements, workmanship bonds, project photographs, survey date and reports, physical work records, quality testing and certifying reports, copies of industry standards, record drawings, field measurement data, operating

SUBMITTALS 01340 - 2

and maintenance materials, overrun stock, and similar information, devices and materials applicable to the work and not processed as shop drawings, product data or samples.

1.3 General Submittal Requirements:

1.3.1 All submittals shall be made electronically and shall be in PDF Format.

Shop Drawings submittals shall also require a hard copy.

1.3.2 Coordination and Sequencing: Coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittals. Coordinate and sequence different categories of submittals for same work, and for interfacing units of work, so that one will not be delayed for coordination with another.

1.3.3 Preparation of Submittals: Provide permanent marking on each submittal to identify project, date, Contractor, subcontractor, submittal name and similar information to distinguish it from other submittals. Show

Contractor's executed review and approval marking and provide space for

Architect's/Engineer's "Action" marking. Package each submittal appropriately for transmittal and handling. Submittals which are received from sources other than through Contractor's office will be returned

"without action".

1.4 Specific-Category Submittal Requirements: Except as otherwise indicated in individual work sections, comply with requirements specified herein for each indicated category of submittal. Provide and process intermediate submittals, where required between initial and final, similar to initial submittals.

1.4.1 Shop Drawings: Provide newly-prepared information, on reproducible sheets, with graphic information at accurate scale (except as otherwise indicated), with name of preparer indicated (firm name). Show dimensions and note which are based on field measurement. Identify materials and products in the work shown. Indicate compliance with standards, and special coordination requirements. Do not allow shop drawing copies without appropriate final "Action" markings by

Architect/Engineer to be used in connection with the work.

a) Initial Submittal: Six copies.

1.4.2 Product Data: Collect required data into one submittal for each unit of work or system; and mark each copy to show which choices and options are applicable to project. Include manufacturer's standard printed recommendations for application and use, compliance with standards, SUBMITTALS 01340 - 3 application of labels and seals, notation of field measurements which have been checked, and special coordination requirements. Maintain one set of product data (for each submittal) at project site, available for reference by

Architect/Engineer and others.

a) Submittals: Do not submit product data, or allow its use on the project, until compliance with requirements of contract documents has been confirmed by Contractor. Submittal is for information and record, unless other wise indicated. Initial submittal is final submittal unless returned promptly by Architect/ Engineer, marked with an "Action" which indicates an observed non-compliance.

1.4.3 Samples: Provide units identical with final condition of proposed materials or products for the work. Include "range" samples (not less than

3 units) where unavoidable variations must be expected, and describe or identify variations between units of each set. Provide full set of optional samples where Architect's/Engineer's selection is required. Prepare samples to match Architect's/Engineer's sample where so indicated.

Include information with each sample to show generic description, source or product name and manufacturer, limitations, and compliance with standards. Samples are submitted for review and confirmation of color, pattern, texture and "kind" by Architect/Engineer. Architect/Engineer will not "test" samples (except as otherwise indicated) for compliance with other requirements, which are therefore the exclusive responsibility of

Contractor.

a) Quality Control Set: Maintain returned final set of samples at project site, in suitable condition and available for quality control comparisons by Architect/Engineer, and by others.

1.4.4 Mock-Ups: Mock-ups and similar samples specified in individual work sections recognized as a special type of sample, comply with requirements for "samples" to greatest extent possible, and process transmittal forms to provide a record of activity.

1.4.5 Warranties: Refer to "Products" section for specific general requirements on warranties, product/workmanship bonds, and maintenance agreements.

In addition to copies desired for Contractor's use, furnish 2 executed copies, except furnish 2 additional (conformed) copies where required for maintenance manuals.

1.4.6 Action on Submittals: Where action and return is required or requested, Architect/Engineer will review each submittal and mark with appropriate action to be taken.

SUBMITTALS 01340 - 4

a) Final Unrestricted Release: Work may proceed, provided it complies with contract documents, when submittal is returned with the following:

Marking: "No Exception Taken".

b) Final-But-Restricted Release: Work may proceed, provided it complies with notations and corrections on submittal and with contract documents, when submittal is returned with the following:

Marking: "Make Corrections Noted".

c) Returned for Resubmittal: Do not proceed with work. Revise submittal in accordance with notations thereon, and resubmit without delay to obtain a different action marking. Do not allow submittals with the following marking (or unmarked submittals where a marking is required) to be used in connection with performance of the work:

Marking: "Revise and Resubmit".

2. PRODUCTS (Not Applicable)

3. EXECUTION (Not Applicable)

END OF SECTION 01340

ENVIRONMENTAL REQUIREMENTS AND REFERENCES 01356 - 1

SECTION 01356 – ENVIRONMENTAL REQUIREMENTS AND REFERENCES

1. REQUIREMENTS

The Contractor shall follow all applicable Federal, State and Local environmental codes and requirements.

2. HAZARDOUS MATERIAL USAGE

2.1 The Contractor shall establish a Hazardous Material (HM) storage and distribution system when HM is to be used. All HM required to support the contract shall be reported to the Hazardous Material Pharmacy (HMP) using the Contractor HM

Identification Form. The Contractor HM Identification Form is provided in the

Specification Section 01800 “Forms and Schedules”. Additional HM needed by the

Contractor shall be identified to the Contracting Officer’s Representative (COR) for approval by the HMP.

2.2 The Contractor planning to use HM for the work shall register with the base HMP prior to start of work in order to support the installation’s compliance with

Executive Order 12856, Federal Compliance with Right-to-Know Laws and

Pollution Prevention Requirements.

2.3 The Contractor shall maintain the Contractor HM Identification Form for HM on the job site for inspection/verification.

2.4 The COR will verify the HM identified to HMP is the only HM in use on the job site.

2.5 The Contractor shall be responsible for the following items:

2.5.1 Provide a list of each material and quantity of material for all proposed

Hazardous Material (HM). HM shall be construed to mean any item that is:

- A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c).

- Regulated in its disposal by EPA under 40 CFR.

- Hazardous as defined by DOT regulations under 49 CFR.

- Hazardous as defined by the Dangerous Goods Regulation of the

International Air Transport Association.

2.5.2 Provide a material safety data sheet (MSDS) for each item on the HM list.

2.6 The Contractor shall establish a construction specific HM storage and issue location that fully complies with Federal, State and Local environmental regulations.

Materials issued shall be tracked for quantities used. Unused materials shall be inventoried and removed from the ANG installation prior to close out of the

ENVIRONMENTAL REQUIREMENTS AND REFERENCES 01356 - 2

contract or expiration date of the HM. Reports of materials delivered, used and removed from the installation shall be submitted to the COR monthly and prior to contract close-out.

2.7 The Contractor shall accompany the Bio-environmental Engineering Representative

(BEE) and the COR on project close-out inspection to ensure all used/unused HM is removed from the installation. This requirement shall not be a punch list item and must be accomplished prior to the Government accepting beneficial occupancy of the facility or construction item.

END OF SECTION 01356

QUALITY CONTROL 01400 - 1

SECTION 01400 – QUALITY CONTROL

1.1 SECTION INCLUDES

A. Contractor Responsibilities

B. Quality Assurance - Control of Installation

C. Tolerances

D. Testing and Inspection

1.2 RELATED SECTIONS

A. Section 01340 - Submittals

1.3 QUALITY CONTROL SERVICES

A. Quality control services include inspections and tests and related actions including reports, performed by independent agencies, governing authorities, and the Contractor.

They do not include Contract enforcement activities performed by the Contracting

Officer.

B. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with Contract Document requirements.

C. Requirements of customized fabrication and installation procedures, not related to production of standard products.

1. Specific quality…