PSXE142002-B3-SPECS VOL-1.pdf

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Building 402 Renovation Federal contract opportunity
Solicitation number
W50S98-21-B-0002
Issued by
Department of the Army Tennessee Army National Guard

About this file

This is a solicitation for a construction contract to renovate Building 402 at the 134th Air Refueling Wing, McGhee Tyson Air National Guard Base in Tennessee. The project is set aside for small businesses with a NAICS code of 236220 and size standard of $39.5 million in average annual receipts. The construction project magnitude is between $5-10 million. A pre-bid conference site visit is encouraged. Funds may become available by 30 September 2021, at which time the Government anticipates making an award to the responsible bidder whose bid conforms to the invitation and is most advantageous based on price and price-related factors.

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Other files attached to Building 402 Renovation, newest first.
File Type Posted
W50S98-21-B-0002 Bld. 402 - Abstract 1419.pdf PDF
W50S98-21-B-0002 Amendment 3.pdf PDF
Revised Drawings A16 and A33 (7.16.21).pdf PDF
W50S98-21-B-0002 Amendment 2.pdf PDF
Amendment 1 W50S98-21-B-0002.pdf PDF
Sign in sheet 18 June 2021.pdf PDF
Preproposal minutes W50S98-21-B-0002.pdf PDF
Pre-Bid Slides B402.pptx PPTX presentation
PSXE142002-B3-RESUBMISSION-DRAWINGS(F).pdf PDF
PSXE142002-B3-SPECS VOL-2.pdf PDF
W50S98-21-B-0002 Solicitation.pdf PDF
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SPECIFICATION – VOLUME 1

Repair Classroom Bldg. 402

FY 2020, PN PSXE142002

Type B-3 Final Design Submission March 19, 2020

Prepared for:

The National Guard Bureau Contract: W9133L16D0005, Order: W912L718F7030

And

Tennessee Air National Guard McGhee Tyson Air National Guard Base – Knoxville, TN

111 Wood Avenue South, Suite 102 Iselin, New Jersey 08830

973.379.3400 | fsb-fdg.com mottmac.com

A Contracting Officer (KO) is the only person who can accept anything on behalf of the Government. The Engineer and the Contracting Officer's Representative (COR) may inspect but the ultimate acceptance lies in the hands of the KO.

Please change any reference of a engineer or a COR accepting anything to KO.

~ FSB

~ FEDERAL DESIGN

~ GROUP JV

M

MOTT M

MACDONALD

Repair Classroom Bldg. 402 Project No.: PSXE142002 McGhee Tyson Air National Guard Base – Knoxville, TN

TABLE OF CONTENTS TOC-1

TABLE OF CONTENTS

VOLUME 1

DIVISION SECTION TITLE

DIVISION 1 – GENERAL REQUIREMENTS

011000 SUMMARY

013100 PROJECT MANAGEMENT AND COORDINATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013300 SUBMITTAL PROCEDURES

014000 QUALITY CONTROL

014200 REFERENCES

015000 TEMPORARY FACILITIES AND CONTROLS

015240 CONSTRUCTION WASTE MANAGEMENT

015930 SECURITY REGULATIONS

015950 SAFETY AND HEALTH

015960 HAZARDOUS MATERIAL STORAGE AND DISTRIBUTION

016000 PRODUCT REQUIREMENTS

017000 EXECUTION REQUIREMENTS

017320 SELECTIVE DEMOLITION

017329 CUTTING AND PATCHING

017700 CLOSEOUT PROCEDURES

017820 OPERATION AND MAINTENANCE DOCUMENTATION

017839 PROJECT RECORD DOCUMENTS

018200 DEMONSTRATION AND TRAINING

DIVISION 2 – EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

DIVISION 3 - CONCRETE

031000 CONCRETE FORMING AND ACCESSORIES

032000 CONCRETE REINFORCING

033000 CAST-IN-PLACE CONCRETE

DIVISION 4 – MASONRY

042000 UNIT MASONRY

047200 CAST STONE MASONRY

DIVISION 5 – METALS

051200 STRUCTURAL STEEL FRAMING

053100 STEEL DECKING

054000 COLD-FORMED METAL FRAMING

055000 METAL FABRICATIONS

055213 PIPE AND TUBE RAILINGS

057300 DECORATIVE METAL RAILINGS

DIVISION 6 – WOOD AND PLASTICS

061053 MISCELLANEOUS ROUGH CARPENTRY

061600 SHEATHING

TABLE OF CONTENTS TOC-2

064023 INTERIOR ARCHITECTURAL WOODWORK

064113 WOOD VENEER FACED ARCHITECTURAL CABINETS

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

072100 THERMAL INSULATION

072713 MODIFIED BITUMINOUS SHEET AIR BARRIERS

074113.16 STANDING-SEAM METAL ROOF PANELS

074213.13 FORMED METAL WALL PANELS

078413 PENETRATION FIRESTOPPING

078446 FIRE-RESISTIVE JOINT SYSTEMS

079200 JOINT SEALANTS

DIVISION 8 – DOORS AND WINDOWS

081113 HOLLOW METAL DOORS AND FRAMES

081416 FLUSH WOOD DOORS

083473.16 WOOD SOUND CONTROL DOOR ASSEMBLIES

084213 BLAST RESISTANT ALUMINUM-FRAMED ENTRANCES AND WINDOWS

084413 BLAST RESISTANT GLAZED ALUMINUM CURTAIN WALLS

087100 DOOR HARDWARE

088000 GLAZING

089119 FIXED LOUVERS

DIVISION 9 – FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

093013 CERAMIC TILING

095113 ACOUSTICAL PANEL CEILINGS

095133 ACOUSTICAL METAL PAN CEILINGS

096513 RESILIENT BASE AND ACCESSORIES

096519.23 RESILIENT / VINYL TILE FLOORING

096700 FLUID APPLIED FLOORING

096813 TILE CARPETING

099113 EXTERIOR PAINTING

099123 INTERIOR PAINTING

DIVISION 10 – SPECIALTIES

101419 DIMENSIONAL LETTER SIGNAGE

101423.16 ROOM IDENTIFICATION PANEL SIGNAGE

102113.17 PHENOLIC CORE TOILET COMPARTMENTS

102600 WALL AND DOOR PROTECTION

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

DIVISION 12 – FURNISHINGS

122413 ROLLER WINDOW SHADES

123661.19 QUARTZ AGGLOMERATE COUNTERTOPS

DIVISION 14 – CONVEYING SYSTEMS

142423 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 – FIRE SUPPRESSION

210517 SLEEVES AND SLEEVE SEALS FOR SPRINKLER PIPING

TABLE OF CONTENTS TOC-3

210553 IDENTIFICATION FOR FIRE SUPPRESSION PIPING AND EQUIPMENT

210548 SEISMIC CONTROLS FOR FIRE SUPPRESSION PIPING AND EQUIPMENT

211313 SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING

220517 SLEEVES AND SLEEVE SEALS FOR PIPING

220518 ESCUTCHEONS FOR PIPING

220519 METERS AND GAGES

220523 GENERAL DUTY VALVES

220529 HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT

220553 IDENTIFICATION FOR PIPING AND EQUIPMENT

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221119 DOMESTIC WATER PIPING SPECIALTIES

221123 NATURAL GAS PIPE AND EQUIPMENT

221316 SANITARY WASTE AND VENT PIPING

221319 SANITARY WASTE PIPING SPECIALTIES

221429 SUMP PUMPS

223300 DOMESTIC WATER HEATERS

224218 PLUMBING FIXTURES

VOLUME 2

DIVISION 23 – HEAT VENTILATING AND AIR CONDITIONING

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230516 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING

230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

230518 ESCUTCHEONS FOR HVAC PIPIING

230519 METERS AND GAGES FOR HVAC PIPING

230523.11 GLOBE VALVES FOR HVAC PIPING

230523.12 BALL VALVES FOR HVAC PIPING

230523.13 BUTTERFLY VALVES FOR HVAC PIPING

230523.14 CHECK VALVES FOR HVAC PIPING

230523.15 GATE VALVES FOR HVAC PIPING

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

230548 VIBRATION AND WIND CONTROLS FOR HVAC

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING AND BALANCING FOR HVAC

230713 DUCT INSULATION

230719 HVAC PIPING INSULATION

230800 COMMISSIONING OF HVAC

230923 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

232113 HYDRONIC PIPING

232116 HYDRONIC PIPING SPECIALTIES

232123 HYDRONIC PUMPS

232513 WATER TREATMENT FOR CLOSED-LOOP HYDRONIC SYSTEMS

233113 METAL DUCTS

233300 AIR DUCT ACCESSORIES

233346 FLEXIBLE DUCTS

233416 CENTRIFUGAL HVAC FANS

233713.13 AIR DIFFUSERS

TABLE OF CONTENTS TOC-4

233713.23 REGISTERS AND GRILLES

233723 HVAC GRAVITY VENTILATORS

235216 CONDENSING BOILERS

236423.13 AIR-COOLED, SCROLL WATER CHILLERS

237223 AIR-TO-AIR ENERGY RECOVRY EQUIPMENT

238126 SPLIT-SYSTEM AIR-CONDITIONERS

238219 FAN COIL UNITS

238239.16 PROPELLER UNIT HEATERS

238239.19 WALL AND CEILING UNIT HEATERS

DIVISION 26 – ELECTRICAL

260500 COMMON WORK RESULTS FOR ELECTRICAL

260519 LOW-VOLTAGE ELCTRICAL POWER CONDUCTORS AND CABLES

260523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROL DEVICES

262416 PANELBOARDS

262726 WIRING DEVICES

262813 FUSES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

264113 LIGHTNING PROTECTION FOR STRUCTURES

265119 LED INTERIOR LIGHTING

265213 EMERGENCY AND EXIT LIGHTING

DIVISION 27 – COMMUNICATIONS

270500 COMMON WORK RESULTS FOR COMMUNICATIONS

270526 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

270528 PATHWAYS FOR COMMUNICATIONS SYSTEMS

270529 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

270536 CABLE TRAYS FOR COMMUNICATION SYSTEMS

270553 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

271116 COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES

271313 COMMUNICATIONS COPPER BACKBONE CABLING

271323 COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING

271333 COMMUNICATIONS COAXIAL BACKBONE CABLING

271513 COMMUNICATIONS COPPER HORIZONTAL CABLING

271523 COMMUNICATIONS OPTICAL FIBER HORIZONTAL CABLING

271533 COMMUNICATIONS COAXIAL HORIZONTAL CABLING

275116 PUBLIC ADDRESS SYSTEMS

275123.50 TEACHER STATIONS AND PROGRAM SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

282000 VIDEO SURVEILLANCE

284621.11 ADDRESSABLE FIRE-ALARM SYSTEMS

284700 MASS NOTIFICATION SYSTEMS

DIVISION 31 – EARTHWORK

TABLE OF CONTENTS TOC-5

312316 EXCAVATING

DIVISION 33 – UTILITIES

331416 SITE WATER UTILITY DISTRIBUTION PIPING

334200 SITE STORM SEWERAGE SYSTEMS

SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Work covered by Contract Documents.

2. Work under separate contracts.

3. Government-furnished products.

4. Access to site.

5. Work restrictions.

6. Specification and Drawing conventions.

7. Miscellaneous provisions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Government's facilities.

1.2 PROJECT IDENTIFICATION

A. Project Name and Location: Repair Classroom Bldg. 402, McGhee Tyson Air National Guard Base, Knoxville, TN

B. Project No.: PSXE142002

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. This project includes, but is not limited to, the following work:

1. Remove the existing low slope roofing system and installation of a structural standing seam roofing system and reroof framing system.

2. Remove the existing window and portion of the masonry and install blast resistant window systems.

3. Remove the existing storefront systems and install blast resistant curtainwalls and blast resistant storefront systems.

4. Demolish all interior finishes including all flooring, ceilings, paints, doors, frames, electrical components, HVAC systems, plumbing systems, fixtures, etc, to the existing bearing wall CMU.

5. Install partitions, ceilings, doors, frames, flooring and finishes as indicated.

6. Modify the existing structural system to accommodate the new layouts and penetrations.

7. Remove raised flooring systems and infill locations of depressed slabs.

8. Remove the existing lobby concrete slab and replace concrete slab and extend to new building extents.

9. Remove the existing stair guardrails and handrails and install systems as indicated.

SUMMARY 011000 - 2

10. Install complete HVAC system as indicated.

11. Install complete electrical distribution system as indicated including fire alarm, mass notification, communications, camera systems and audio/ visual systems as indicated.

12. Install a fire water service and complete fire protection sprinkler system.

13. Install a perimeter stormwater system and connect to the existing storm water utility.

14. Remove and replace sidewalks, hardscaping, turf areas as indicated.

15. Remove and replace the existing lightning protection system and loop.

16. Modernize the existing elevator as indicated.

B. The project was designed by:

Mott MacDonald 111 Wood Ave., South, Iselin, NJ 08830

C. Architect: The term Architect or Engineer (A/E) refers to the project designer. The A/E will perform inspection services during the course of construction; the Contracting Officer is the only person who can accept anything during the performance of this contract, also the Contracting Officer is the only person who can make a decision affecting Price, Quality, Quantity, time of delivery or anything else that would change the scope of the contract.

D. Type of Contract:

1. Project shall be a Firm Fixed price (FFP) contract.

E. Work Sequence:

1. Work shall be conducted in one phase.

1.4 WORK BY GOVERNMENT

A. General: The contractor shall coordinate all required work under the terms and conditions of this contract with the Government to facilitate any other site or project requirements.

1.5 GOVERNMENT-FURNISHED PRODUCTS

A. Government may furnish products to be incorporated into Work by Contractor. Refer to the contract drawings for locations of Installed Building Equipment (IBE) vs. Personal Property (PP). All items indicated in the Contract Documents are considered IBE and a part of this Contract, except for certain Personal Property (PP), as identified in the Contract Documents that shall be provided and installed by the Contractor.

1.6 WORK UNDER OTHER CONTRACTS

It is not anticipated that any other Contractor will perform any work in the building during this project. However, if the Government requires that another Contractor perform work in this building the Contractor shall cooperate with other contractors performing this work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

SUMMARY 011000 - 3

1.7 ACCESS TO SITE

A. Use of Site: Limit use of Project site to areas within the Contract Limits of Disturbance indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Limit of Site disturbance shall be as indicated by the Limits of Disturbance in the Contract Documents.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.8 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with Government restrictions on construction operations.

B. On-Site Work Hours: Limit work on the Air National Guard Base to normal business working hours of 7:00 a.m. to 3:30 p.m., Monday through Friday, except Federal and State Government observed holidays as follows:

1. New Year’s Day

2. Martin Luther King’s Birthday

3. Presidents Day

4. Good Friday

5. Memorial Day

6. Independence Day

7. Labor Day

8. Columbus Day

9. Election Day

10. Veterans Day

11. Thanksgiving Day

12. Christmas Day

C. Existing Utility Interruptions: Do not interrupt utilities serving adjacent facilities occupied by Government or others unless permitted under the following conditions and then only after providing temporary utility services maintaining continuity of service according to requirements indicated:

1. Notify Government not less than five days in advance of proposed utility interruptions.

2. Obtain Contracting Officer’s written permission before proceeding with utility interruptions.

D. Excavation: Notify Government/COR no less than thirty days in advance of proposed excavation activities, and coordinate proposed excavation activities with all required permit review/issuance periods.

SUMMARY 011000 - 4

E. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

1.9 MISCELLANEOUS PROVISIONS

A. The General Contractor shall be thoroughly familiar with the Drawings and Specifications to ensure against misunderstanding between trades during entire construction of project. If there is a conflict between different contract documents, the contractor shall submit a Request for Information to clarify the discrepancy prior to proceeding and/or installing the item/work.

B. Rough-In: All rough-in for all items of work and materials indicated on the Drawings or in the Specifications, except as may be specifically excluded, shall be furnished and installed, complete, by the Contractor.

C. Site Preparation: All site preparation work shall proceed with due care and safety for personnel and pedestrians. All operations shall be planned to cause the minimum amount of interference with normal routine and functioning of existing facilities.

D. Preservation and Restoration of Property: Contractor shall be responsible for the preservation of all public and private property on the surface or underground, along and adjacent to the work, and shall conduct their operations in a manner that will ensure against injury or damage thereto.

Work shall be accomplished within the Limits of disturbance indicated on the Contract documents.

E. Where any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or because of non-execution thereof, on the part of the Contractor, such property shall be restored by the Contactor, at no cost to the Government, to a condition equal to that existing before such damage was done, by repairing, rebuilding or otherwise restoring same in a manner acceptable to the Government.

F. All work performed under this Contract shall proceed with due care and safety for all personnel, pedestrians, and vehicular traffic. All work shall be planned so that the Project can be secured against unauthorized entry at the end of each working day.

G. Although every endeavor has been made, on the Drawings and in Specifications to show all new and existing conditions, it will be the Contractor’s responsibility to fully and carefully evaluate drawings and jobsite conditions prior to submitting the bid proposal. It is not the intent of the Contract to pay the Contractor for work due to deviations from Drawings and Specifications.

H. The Contractor is responsible for the identification, obtaining, and payment of all Construction Permit and tapping fees (both temporary and final hook-up) that may be required for the construction of the project. This shall include general/utility/excavation permits, tapping permits or fees, etc., as may also be required by the Government and/or local utility authorities.

I. Work in the extension of existing conditions shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

SUMMARY 011000 - 5

J. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

3. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

K. Existing structures, not shown or specified to be removed, will remain in place.

L. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer

1.10 WEATHER DELAYS

A. Adverse Weather is defined as the occurrence of one or more of the following conditions within a twenty-four (24) hour day that prevents construction activity exposed to weather conditions or access to the site:

1. Precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10”) liquid measure.

2. Temperatures that do not rise above that required for the day’s construction activity, if such temperature requirement is specified or accepted as standard industry practice.

3. Sustained wind in excess of twenty-five (25) m.p.h.

B. Adverse Weather may include, if appropriate, “dry-out” or “mud” days:

1. Resulting from precipitation days that occur beyond the standard baseline.

2. Only if there is a hindrance to site access or sitework and Contractor has taken all reasonable accommodations to avoid such hindrance; and,

3. At a rate no greater than 1 make-up day for each day or consecutive days of precipitation beyond the standard baseline that total 1.0 inch or more, liquid measure.

C. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the contractor’s scheduled work day and critical path construction activities were included in the day’s schedule, including a weekend day or holiday if Contractor has scheduled construction activity that day.

D. Contractor shall take into account that certain construction activities are more affected by adverse weather and seasonal conditions than other activities, and that “dry-out” or “mud” days are not eligible to be counted as Weather Delay Day until the standard baseline is exceeded.

Hence, Contractor should allow for an appropriate number of additional days associated with the Standard Baseline days in which such applicable construction activities are expected to be prevented and suspended.

1.11 SPECIFICATION AND DRAWING CONVENTIONS

SUMMARY 011000 - 6

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.

1.12 SAFETY REQUIREMENTS

A. The Contractor shall provide and maintain all necessary fences, barricades and other reasonable safeguards required to ensure the safety of all personnel.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011000

PROJECT MANAGEMENT AND COORDINATION 013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations, including but not limited to the following:

1. General project coordination.

2. Conservation.

3. Administrative and supervisory personnel.

4. Conferences and meetings.

5. Requests for Information (RFIs).

1.2 DEFINITIONS

A. RFI (Request for Information): Request from Contractor, on a specific form provided by the Contracting Officer, seeking interpretation or clarification of the Contract Documents.

1.3 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations included in the various sections of the Specifications to provide an efficient and orderly installation of each part of the Work.

Coordinate construction operations included under different sections of the Specifications that depend on each other for proper installation, connection or operation.

1. Schedule construction operations in the sequence required to obtain the best results where the installation of one part of the Work depends on installation of other components before or after that part. If there appears to be a conflict on any of the Contract Documents between trades or components/elements of the work done by different trades, or between drawings and specifications, notify the Contracting Officer prior to procuring or installing the component/element by submitting an RFI to the Contracting Officer.

The entire set of Contract Documents together represents the entire Contract. If there is any component/element that may be indicated on one part of the Contract Documents and not on another part of the Contract Documents, the General Contractor is still fully responsible for procurement, installation, and testing of that component/element as part of his/her Contract with the Government at no additional cost to the Government. If it requires clarification, an RFI shall be submitted in advance of procurement and installation of such component/element.

2. Coordinate installation of different components to provide maximum accessibility for required maintenance, service, testing and repair.

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

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical.

PROJECT MANAGEMENT AND COORDINATION 013100 - 2

5. Provide for coordinated incorporation of Change Orders, if applicable.

B. Notification: Where necessary, prepare and distribute memoranda to each party involved, outlining special procedures required for coordination. When applicable, include notices, list of attendees, reports and meeting minutes as part of the memoranda.

1. Prepare similar memoranda for Government if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities to avoid conflicts and promote orderly progress of the Work.

Administrative procedures include but are not limited to the following:

1. Preparation of Contractor’s Construction Schedules

2. Preparation of the Schedule of Values. The Schedule of Values shall be based on the breakdown format of the DD Form 1354.

3. Installation and removal of temporary facilities.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.4 CONSERVATION

A. Consider conservation of energy, water and materials in the conduct of construction operation.

Salvage materials and equipment involved in the performance of, but not incorporated into, the Work. Refer to other Sections for disposition of salvaged materials that are designated as Government’s property.

B. Coordination with Contracting Officer: Coordination of Work with Contracting Officer includes, but is not limited to, the following:

1. Deliveries of government furnished equipment.

2. Archaeological material, bones, or funerary objects found during construction or excavation.

3. Review of schedules, samples, plans and specifications that indicate information and recommend approval by Contracting Officer.

4. Key schedule and key cylinders: See door schedule on Drawings.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to the Project superintendent, the Contractor shall provide other administrative and supervisory personnel as required for proper performance of the Work. Site Supervisor shall be on site at all times work is being performed.

B. Safety and Health Officer: Provide a safety and health officer whose duties shall consist of developing and implementing safety and health programs specified in Division 1 Section "Safety and Health."

PROJECT MANAGEMENT AND COORDINATION 013100 - 3

1.6 CONFERENCES AND MEETINGS

A. Preconstruction Conference: Will be scheduled by the Contracting Officer (CO). Time and location of meeting will be provided by Contracting Officer to the Contractor. All contractor personnel, to include critical/major subcontractor personnel must attend this conference. All participants at the conference shall be familiar with Project and authorized to conclude matter relating to the Work.

1. Attendees: Participants at the conference shall be familiar with the project, shall be authorized to conclude matters relating to the Work, and shall minimally include representatives of the following parties:

a. Contracting Officer.

b. Contractor.

c. Major subcontractors.

d. Major suppliers.

e. Other concerned parties.

2. Agenda: Subjects for discussion shall include items of significance that could effect progress, including but not limited to the following:

a. Protection of construction and personnel.

b. Tentative construction schedule.

c. Critical work sequencing.

d. Designation of responsible personnel.

e. Procedures for processing field decisions and Change Orders.

f. Procedures for RFIs.

g. Procedures for testing and inspecting.

h. Procedures for processing Applications for Payment.

i. Distribution of Contract Documents.

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

k. Preparation of Record Documents.

l. Construction waste management and recycling.

m. Use of the premises.

n. Work restrictions.

o. Parking availability.

p. Office, work, and storage areas.

q. Equipment deliveries and priorities.

r. Safety procedures.

s. First aid.

t. Security.

u. Housekeeping and progress cleaning.

v. Working hours.

3. Reporting: No later than 3 calendar days after the conference, the Contractor shall distribute minutes of the conference to each party present and to other concerned parties, including the Contracting Officer.

B. Progress Meetings: The Contracting Officer shall conduct progress meetings at the Project Site at bi-weekly intervals. Intervals may change with the approval of the Contracting Officer. Dates of meetings shall be coordinated with preparation of the payment request.

PROJECT MANAGEMENT AND COORDINATION 013100 - 4

1. Attendees: In addition to the Contractor's and Contracting Officer's representatives, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. 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 status of the Project.

a. Contractor's Construction Schedule: Review progress since the 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.

b. Review the present and future needs of each entity present, including but not limited to the following:

1) Interface requirements.

2) Time.

3) Sequences of operations.

4) Status of submittals.

5) Deliveries.

6) Off-site fabrication.

7) Access.

8) Site utilization.

9) Temporary facilities and controls.

10) Hours of work.

11) Hazards and risks.

12) Housekeeping and progress cleaning.

13) Quality and work standards.

14) Status of correction of deficient items.

15) Field observations.

16) RFIs.

17) Pending changes.

18) Change Orders.

19) Documentation of information for payment requests.

20) Updating of Record Documents.

3. Reporting: No later than 3 calendar days after each meeting, the Contractor shall distribute minutes of the meeting to each party present and to other concerned parties, including the Contracting Officer. Include a brief summary, in narrative form, of progress since the previous meeting and report.

4. Schedule Updating: The Contractor shall revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. The revised schedule shall be issued concurrently with the report of each meeting.

1.7 REQUESTS FOR INFORMATION (RFIs)

PROJECT MANAGEMENT AND COORDINATION 013100 - 5

A. Procedure: Immediately on discovery of the need for information regarding the Contract Documents, and if not possible to request Information at Project meeting, prepare and submit an RFI in the form specified.

1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response.

2. Coordinate and submit RFIs electronically using Contractor-provided Website in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Software-Generated RFIs: Use Electronic Form provided by Contracting Officer for RFI's.

Contractor shall provide and use ‘Submittal Exchange’ (or approved equal) website software to upload and track RFI's.

C. Content of the RFI shall include a detailed description of the request and the following:

1. Project name.

2. Date.

3. Name of Contractor.

4. Name of Architect and Contracting Officer (KO).

5. RFI number, numbered sequentially.

6. Specification Section number and title and related paragraphs, as appropriate.

7. Drawing number and detail references, as appropriate.

8. Field dimensions and conditions, as appropriate.

9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

10. Contractor's signature.

11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop

Drawings, and other information necessary to fully describe items needing Information.

a. Identify each page of attachments with the RFI number and sequential page number.

b. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments.

c. Attachments shall be electronic files in Adobe Acrobat PDF format uploaded to the Contractor's website along with the RFI form.

D. Contracting Officer's Action: Contracting Officer (KO), or his representative (COR) will review each RFI, determine action required, and return it. Allow fifteen (15) working days for KO’s or COR’s response for each RFI. If the Contracting Officer or COR requires the Design Architect/Engineer-of-Record’s input on an RFI, the Architect/Engineer (A/E) shall have eleven

(11) working days to return the RFI with response back to the KO from the date of A/E receipt of the RFI from the KO or COR, or through the Submittal Exchange (or approved equal) Website. The Contracting Officer will return the response to the RFI back to the Contractor (through the website). RFIs received after 1:00 p.m. will be considered as received the following working day.

(12) The following RFIs will be returned without action:

Requests for approval of submittals.

a. Requests for approval of substitutions.

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

b. Requests for coordination information already indicated in the Contract Documents.

c. Requests for adjustments in the Contract Time or the Contract Sum.

d. Requests for Information of Architect's actions on submittals.

e. Incomplete RFIs or RFIs with numerous errors.

2. Architect's action may include a request for additional information, in which case Architect's time for response will start again.

3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal.

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Contracting Officer in writing within 10 days of receipt of the RFI response.

E. On receipt of Contracting Officer's action, update the RFI log (NOTE: VERIFY RFI LOG AND OTHER LOGS ARE PART OF PRECONSTRUCTION CONFERENCE) and immediately distribute the RFI response to affected parties through website. Review response and notify Contracting Officer within seven days if Contractor disagrees with response.

F. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number.

Submit log weekly (upload weekly on the website). Submit on Submittal Exchange (or approved equal) website using MicroSoft Excel with not less than the following:

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect and Contracting Officer (KO).

4. RFI number including RFIs that were dropped and not submitted.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect's and Contracting Officer (KO)'s response was received.

8. Identification of related Minor Change in the Work, Construction Change Directive, and

Proposal Request, as appropriate.

9. Identification of related Field Change, Change Order, and Proposal Request, as appropriate.

1.8 SUBMITTALS

A. Staff Names: Within 15 calendar days after commencement of construction, submit a list of principal staff assignments and key personnel, including the superintendent and other primary personnel at the Project site. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers. Provide names, addressed, and cell telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project.

1. Post copies of this list in the project meeting room, temporary field office and at each temporary telephone location. Keep list current at all times.

B. Conference and Meeting Minutes: Within times specified for reporting, distribute minutes to concerned parties.

PROJECT MANAGEMENT AND COORDINATION 013100 - 7

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

1. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Construction in Progress: Keep construction in progress, and adjoining materials in place, clean during handling and installation. Apply protective coverings where required for protection from damage or deterioration.

C. Completed Construction: Clean completed construction, and provide maintenance, as frequently as necessary to prevent damage or soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components as necessary to assure operability without damage.

1. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period.

END OF SECTION 013100

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 1

SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes certain schedules and reports required for documenting the progress of construction during performance of the Work.

B. Requirements for construction progress scheduling are included in this Section.

C. Coordinate the timing for preparation and processing of schedules and reports with the performance of other construction activities, and maintain a consistent and logical correlation between updated schedules and reports.

1.2 CONSTRUCTION PROGRESS SCHEDULING

A. Preliminary Construction Schedule: Prepare a preliminary horizontal bar-chart-type construction schedule for the project. Submit the Preliminary Construction Schedule to the Contracting Officer within 7 calendar days after the date established for commencement of the Contract, unless otherwise required by the Construction Contract Clauses.

1. Provide a separate time bar for each significant construction activity. Coordinate each element on the schedule with other construction activities. Schedule each construction activity in proper sequence.

2. Schedule shall be time-scaled in not more than weekly increments, with the dates of the first day of each week indicated.

3. On the Preliminary Construction Schedule, include the submittals required to maintain orderly progress of the Work and those required early because of long lead-time for manufacture or fabrication.

4. Provide weekly look ahead schedule.

1.3 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at the site. Submit duplicate copies to the Contracting Officer and Contracting Officer's Representative at weekly intervals.

1. List of subcontractors at the site.

2. List of separate contractors at the site.

3. Count of personnel at the site.

4. Equipment at the site.

5. High and low temperatures, general weather conditions.

6. Accidents and personal injuries.

7. Meetings and significant decisions.

8. Unusual events.

9. Stoppages, delays, shortages, and losses.

CONSTRUCTION PROGRESS DOCUMENTATION 013200 - 2

10. Meter readings and similar recordings.

11. Emergency procedures.

12. Orders and requests of anyone other than the Contractor or Government.

13. Change Orders received or implemented.

14. Construction Change Directives received and implemented.

15. Services connected or disconnected.

16. Partial completions.

17. Equipment and system tests and startups.

18. Summary of all work performed.

19. Work accepted by the Contracting Officer prior to Final Completion.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 013200

B. Field Correction Reports: When the need to take corrective action requires a departure from the Contract Documents, prepare a detailed report. Include a statement describing the problem and recommended changes. Indicate reasons the Contract Documents cannot be followed. Submit a copy to the Contracting Officer or Contracting Officer's representative for approval.

C. Unusual Event Reports: When an event of an unusual and significant nature occurs at the site, prepare a detailed report. List the chain of events, persons participating, response by the Contractor's personnel, evaluation of the results or effects, and similar pertinent information.

Submit a copy to the Contracting Officer and Contracting Officer's representative immediately. Advise the Contracting Officer and Contracting Officer's representative in advance when such events are known or predictable.

SUBMITTAL PROCEDURES 013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes certain administrative and procedural requirements for shop drawings, product data, schedules, samples and other submittals.

B. This section does not include requirements for the following submittals:

1. Inspection and test reports specified in Division 1 Section "Quality Control."

2. Warranties specified in Division 1 Section "Product Requirements."

3. Closeout submittals specified in Division 1 Section "Closeout Procedures."

4. Reports, schedules and other submittals specified in Division 1 Section "Construction

Progress Documentation".

C. For clarity purposes, shop drawings and schedules are further categorized as follows:

1. Shop drawings include drawings and schedules specifically prepared for the project.

2. Product data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following:

a. Product specifications.

b. Installation instructions.

c. Color charts.

d. Catalog cuts.

e. Rough-in diagrams and templates.

f. Wiring diagrams.

g. Performance curves.

h. Operational range diagrams.

i. Mill reports.

D. Samples may include samples of such scale to allow delivery for review, as well as field samples or mock-ups of full-size physical examples erected on-site or elsewhere, to establish a true-scale standard by which the corresponding work will be judged or a standard for compliance testing.

E. Other quality assurance submittals include materials specifically prepared for the project, except drawings and schedules, and include but are not limited to the following:

1. Design data and calculations.

2. Certifications of compliance or conformance.

3. Manufacturer's instructions and field reports.

1.2 GENERAL SUBMITTAL REQUIREMENTS

SUBMITTAL PROCEDURES 013300 - 2

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities and with the Submittal Schedule specified in Division 1 Section "Construction Progress Documentation”. Transmit each submittal sufficiently in advance of the scheduled performance of related construction activities to avoid delaying the Work, allowing for the review times specified for submittals in Division 1 Section "Construction Progress Documentation" and elsewhere in the Contract documents.

1. Coordinate each submittal with other submittals and related activities that require sequential scheduling, to allow for testing, purchase, fabrication and product delivery in a timely manner.

2. Schedule transmittal of different categories of submittals for the same element of Work and for different elements of related parts of the Work at the same time.

3. Allow two weeks for submittal review, corrections following the initial review and resubmittal review before activities scheduled after the submittal approval.

4. Any resubmission required after Government review shall be made within 10 calendar days after return of the submittal, unless specifically authorized otherwise by the Contracting Officer.

5. Submittals which are determined to be incomplete or otherwise substandard will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused.

6. Construction will not be allowed to proceed if submittals are not received in a timely manner. Failure by the Contractor to provide the required submittals in a timely manner will not result in an extension to the Contractor's Construction Schedule.

7. Failure by the Contractor to provide the required submittals in a timely manner may result in progress payment requests being returned to the Contractor until submittals are up-to-date.

B. Submittal Preparation: Identify and prepare drawings and samples as specified in the Construction Contract Clauses. Minimally include the following on a permanent label for other submittals:

1. Project name and number.

2. Date.

3. Name, address and telephone number of firm or entity that prepared the submittal.

4. Name and address of the Contractor.

5. Name of the manufacturer.

6. Number and title of appropriate specification section.

7. Drawing number and detail references, as appropriate.

8. Space to record Contractor's review and approval markings, and for Contracting Officer's or Contraction Officer's Representative's action; approximately 5 by 5 inches (125 by 125 mm).

C. Provide, use and manage ‘Submittal Exchange’ website software, or approved equal, to upload and track submittals (and RFI’s).

1. Contractor shall provide training to Government personnel for use and administration of website software system. Training shall include an on-site, training work session for government personnel to adequately familiarize all participants of the system. Contractor shall provide copies of software and/or licenses to all participants if required for use of website-based software system.

SUBMITTAL PROCEDURES 013300 - 3

1.3 SUBMITTAL SCHEDULE

A. Submittal Register: At the end of this section is a listing of equipment and material for which submittals are required by the specifications. The submittal register will become the scheduling document that will be used to control submittals throughout the life of the contract.

B. Review of submittals: Except where specified otherwise in the contract documents, provide not less than 14 calendar days for the review of each submittal and resubmittal.

C. Distribution: Initially submit 3 copies of the Submittal Register, indicating the proposed Contractor’s schedule dates, to the Contracting Officer for review. After the Contracting Officer's response, print and distribute revised copies to the Contracting Officer and entities designated by the Contracting Officer, and to subcontractors and other parties required to comply with upcoming submittal dates.

1. Post copies in the project meeting room and temporary field office.

2. When the submittal schedule is updated, repeat distribution and posting.

D. Updating: The Submittal Register shall be kept up-to-date by the Contractor. A current updated copy of the Submittal Register shall be submitted with each Contractor payment request, and at other times as requested by the Contracting Officer, until all submittals are approved. Failure to provide the requested information, or delay in submitting required submittals may result in the payment request being returned to the Contractor until the required schedule or submittals are received.

1.4 SHOP DRAWINGS

D. Submittal Transmittal: Package each submittal for transmission and handling. Transmit each submittal from the Contractor to the Contracting Officer and Contracting Officer's representative by use of a transmittal form. Do not include multiple submittal items under one item number. Provide a separate submittal item number for each individual item to be reviewed. Minimally include the following information on the transmittal form.

1. Project name and number.

2. Date.

3. Destination (To:).

4. Source (From:).

5. Names of subcontractor, manufacturer and supplier, as applicable.

6. Category of submittal.

7. Description of submittal.

8. Number and title of appropriate specification section.

9. Submittal number, including means to separately identify initial submittal and each resubmittal.

10. Certification by Contractor stating that submittal complies with the Contract Documents, or statement of deviations from the requirements of the Contract Documents including minor variations and limitations. Deviations may be listed on an attached sheet referenced on the transmittal form.

11. Signature of transmitter.

SUBMITTAL PROCEDURES 013300 - 4

A. Submit originally prepared information, drawn accurately to scale. Do not reproduce Contract Documents or copy standard printed materials as the basis for Shop Drawings.

B. Minimally include the following information on Shop Drawings:

1. Dimensions.

2. Identification of products and materials.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurements, if any.

6. Highlighted or encircled deviations from the Contract Documents, if any.

C. Sheet size: Except for templates, patterns and similar full-size drawings, submit Shop Drawings and Coordination Drawings on sheets of at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

D. Submittals: Unless otherwise indicated, submit one correctable, translucent, reproducible print and one blue-line or black-line prints of each drawing submittal. Reproducible print will be marked with action taken and returned.

E. Distribution: When submittal is approved, Contractor shall prepare final blue-line or black-line print copies from the approved reproducible print, for the following purposes.

1. One print shall be marked and retained as a "Record Document."

2. Unless otherwise requested, two prints shall be provided to the Contracting Officer.

3. Additional prints shall be provided to the entities involved in the effected construction.

1.5 PRODUCT DATA

A. Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing standards.

4. Applicability of testing agency labels and seals.

5. Notation of dimensions verified for fit by field measurements.

6. Notation of coordination requirements.

B. Submittals: Unless otherwise indicated, submit 5 copies of each Product Data submittal. Three copies will be retained, and the remaining copies will be marked with action taken…

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