FAKZ182352 Type B3 Specifications Volume 1 Signed.pdf

187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL

F-35: REPAIR HANAGAR BLDG 1201

Specifications for the

Date: MARCH 2021 Revised: NA Job No: 18072/FAKZ182352 Set No:

Submittal: B-3

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

ARCHITECTURE & INTERIOR DESIGN

1115 South Court Street | Montgomery, AL 36104

Tel. 334. 263. 5162 | WWW.SSLARCH.COM

VOLUME 1

F-35: REPAIR HANGAR BUILDING 1201 18072/FAKZ182352 TYPE B-3 (100%

187TH FIGHTER WING, DANNELLY FIELD ANG, MONTGOMERY MARCH 2021

TABLE OF CONTENTS 1

TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

00 0102 PROJECT INFORMATION AND SUMMARY 6

DIVISION 01 - GENERAL REQUIREMENTS

01 0450 CUTTING AND PATCHING 5

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 2300 BID OPTIONS 4

01 3000 ADMINISTRATIVE REQUIREMENTS 8

01 3001 SUBMITTALS

- AF FORM 66 SUBMITTAL REGISTER

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 7

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 4

01 5100 TEMPORARY UTILITIES 3

01 5213 FIELD OFFICES AND SHEDS 3

01 5460 SAFETY AND HEALTH 5

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIORNMENTAL CONTROLS 9

01 6000 PRODUCT REQUIREMENTS 9

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 13

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 9

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

DIVISION 02 - EXISTING CONDITIONS

02 4100 SELECTIVE DEMOLITION

- LBP-XRF FIELD TESTING DATA SHEET

02 7110 FOUNDATION DRAINAGE SYSTEMS 6

02 8213 ASBESTOS REMOVAL

- CERTIFICATE OF WORKER’S ACKNOWLEDGMENT

- ASBESTOS REMOVAL DRAWINGS

02 8416 REMOVAL OF FLUORESCENT LAMPS AND BALLASTS

- CERTIFICATE OF WORKER’S ACKNOWLEDGMENT

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 27

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY 14

TABLE OF CONTENTS 2

04 5600 CLEANING AND TUCKPOINTING MASONRY WALLS 8

04 7200 CAST STONE MASONRY 7

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 1650 COLD-FORMED RETROFIT ROOF FRAMING SYSTEM (BID OPTION) 11

05 5000 METAL FABRICATIONS 8

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 7

06 4100 ARCHITECTURAL WOOD CASEWORK 6

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 1300 SHEET WATERPROOFING 7

07 2100 THERMAL INSULATION 5

07 2119 SPRAY FOAM INSULATION (BID OPTION) 5

07 2500 WEATHER BARRIERS 15

07 4113 METAL ROOF PANELS (BID OPTION) 13

07 4213 RIBBED METAL WALL PANELS 9

07 4293 METAL SOFFIT PANELS 8

07 5400 THERMOPLASTIC MEMBRANE ROOFING 14

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 7

07 7100 ROOF SPECIALTIES 12

07 8401 FIRESTOPPING 11

07 9005 JOINT SEALERS 12

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 14

08 1416 FLUSH WOOD DOORS 6

08 3223 OVERHEAD COILING DOORS 5

08 4113 ALUMINUM-FRAMED ENTRANCES 8

08 4313 ALUMINUM-FRAMED STOREFRONTS 6

08 4413 GLAZED ALUMINUM CURTAIN WALLS 10

08 7100 DOOR HARDWARE 32

08 8000 GLAZING 7

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 9

09 2116 GYPSUM BOARD ASSEMBLIES 7

09 3000 TILING 12

09 5000 FELT ACOUSTICAL CEILINGS 7

09 5100 ACOUSTICAL CEILINGS 7

09 5426 SUSPENDED WOOD CEILINGS 8

09 6500 RESILIENT BASE 4

09 6519 RESILIENT TILE FLOORING 10

09 6813 TILE CARPETING 6

TABLE OF CONTENTS 3

09 9113 EXTERIOR PAINTING 8

09 9123 INTERIOR PAINTING 13

09 9600 HIGH-PERFORMANCE COATINGS 7

VOLUME 2

DIVISION 10 - SPECIALTIES

10 1400 SIGNAGE 5

10 2113 STAINLESS STEEL TOILET COMPARTMENTS 7

10 2800 TOILET, BATH, AND LAUNDRY ACCESSORIES 9

10 4400 FIRE PROTECTION SPECIALTIES 3

10 5100 LOCKERS 5

10 7316 ALUMINUM CANOPY SYSTEM 5

10 8500 RECYCLING SPECIALTIES 2

DIVISION 11 – EQUIPMENT

11 3013 RESIDENTIAL APPLIANCES 3

DIVISION 12 - FURNISHINGS

12 3600 COUNTERTOPS, AND WINDOW SILLS 5

12 4813 ENTRANCE FLOOR MATS AND FRAMES 2

DIVISION 14 CONVEYING EQUIPMENT

14 2400 MACHINE ROOM-LESS HYDRAULIC ELEVATORS 18

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET PIPE SPRINKLER SYSTEMS 8

DIVISION 22 - PLUMBING

22 0000 PLUMBING, GENERAL PURPOSE 28

22 1123 FACILITY NATURAL-GAS PIPING 10

22 1311 FACILITY UNDERGROUND FUEL-OIL STORAGE TANKS 5

22 1513 GENERAL-SERVICE COMPRESSED-AIR PIPING 12

22 1518 STATIONARY NITROGEN GENERATOR 4

22 1519 GENERAL-SERVICE PACKAGED AIR COMPRESSORS AND

RECEIVERS

22 3400 CONDENSING DOMESTIC WATER HEATERS 8

DIVISION 23 – HVAC

23 0100 MECHANICAL GENERAL PROVISIONS 20

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3

23 0519 METERS AND GAGES FOR HVAC 5

23 0522 SOLID STATE VARIABLE FREQUENCY SPEED CONTROLLER 6

23 0523.12 BALL VALVES FOR HVAC PIPING 4

23 0523.13 BUTTERFLY VALVES FOR HVAC PIPING 4

23 0523.14 CHECK VALVES FOR HVAC PIPING 3

TABLE OF CONTENTS 4

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 10

23 0553 IDENTIFICATION FOR PIPING AND EQUIPMENT 4

23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 25

23 0713 DUCT INSULATION 15

23 0716 HVAC AND PLUMBING EQUIPMENT INSULATION 6

23 0719 MECHANICAL PIPING INSULATION 18

23 0900 INSTURMENTATION AND CONTROL FOR HVAC 39

23 0923.11 CONTROL VALVES 11

23 0923.12 CONTROL DAMPERS 10

23 0923.14 FLOW INSTRUMENTS 5

23 0923.27 TEMPERATURE INSTRUMENTS 11

23 2113 HYDRONIC PIPING 9

23 2116 HYDRONIC PIPING SPECIALTIES 5

23 2123 HYDRONIC PUMPS 5

23 3113 METAL DUCTS 12

23 3300 AIR DUCT ACCESSORIES 7

23 3346 FLEXIBLE DUCTS 3

23 3423 HVAC POWER VENTILATORS 7

23 3713 DIFFUSERS, REGISTERS, AND GRILLES 4

23 3715 FIXED LOUVERS 6

23 5123 GAS VENTS 3

23 5216 CONDENSING BOILERS 8

23 5523.16 HIGH-INTENSITY, GAS-FIRED, RADIANT HEATERS 6

23 7343 AIR-HANDLING UNITS 12

DIVISION 26 - ELECTRICAL

26 0100 ELECTRICAL 46

- ADVANTOR SCOPE OF WORK 5

26 0271 MEDIUM VOLTAGE TRANSFORMERS 8

26 0850 FIRE ALARM AND MASS NOTIFICATION SYSTEM 59

26 0333 270 VDC SOLID-STATE GROUND POWER UNIT 30

26 4113 LIGHTNING PROTECTION FOR STRUCTURES 4

DIVISION 31 - EARTHWORK

31 2210 EARTHWORK 13

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1900 SIDEWALKS 3

32 9223 SODDING 4

PROJECT INFORMATION AND SUMMARY 00 0102 - 1

SECTION 00 0102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name:F-35: Repair Hangar Buidling 1201, located at 187th Fighter Wing, Air National Guard (ANG) Base at Dannelly Field, Montgomery, AL.

B. Government Project Number: FAKZ182352

C. Architect's Project Number: 18072

D. Owner's Representatives:

1. Contracting Officer: Mr. Craig Kast

2. Contracting Specialist: Mr. Stephen Shanks

3. Contracting Officer Representative: Major Adam Sanders, Base Civil Engineer

4. Alternate Contracting Officer Representative: Major William Sanford, Deputy Base Civil Engineer

1.02 CONTRACT DURATION

A. 365 calendar days from notice to proceed to beneficial occupancy, this is in addition to 30 days for the punch list to be completely accomplished. The Government intends to occupy the building upon completion and acceptance of punch list items.

1.03 PROJECT DESCRIPTION

A. Project Scope includes the renovation of the existing Hangar, Building 1201. The existing structure was built in 1952 and has undergone multiple renovations since its original construction. The ground floor will undergo a compete renovation while the existing second floor spaces will be undergo a partial renovation. The proposed project includes, but is not limited to, the following scopes of work as indicated on the Contract Documents:

1. Removal and replacement of select building mechanical systems. Some existing systems are new and scheduled to be maintained and/or extended. Refer to drawings.

2. Partial removal of existing plumbing systems and installation of new plumbing systems and fixtures.

PROJECT INFORMATION AND SUMMARY 00 0102 - 2

3. Modification of existing building electrical systems and extension of existing services as required to support new construction as indicated on the drawings.

4. Removal and replacement of existing low sloped metal retrofit roofing systems on the lower roof areas. Primary hangar (high) roofing systems will remain without modification unless specifically noted otherwise.

5. Removal and replacement of the hangar floor slab to support new plumbing and electrical work as well as to increase the bearing capacity of the floor in support of the F35 aircraft. Entire hangar slab (both new and existing to remain) will be provided with a new epoxy floor coating.

6. Reconfiguration of interior space including removal and replacement of existing masonry and metal stud framed walls.

7. Removal and replacement of existing floor slabs as required for installation of new building elements in addition to the removal and replacement of the hangar floor slab noted above.

8. General finish upgrades throughout the facility.

B. Antiterrorism and Building Standoff Requirements:

1. The project site and building structural, architectural, electrical and mechanical systems have been designed to meet the prescribed levels of protection against terrorist attacks in accordance with the Department of Defense (DoD) Unified Facilities Criteria (UFC) 4-010-01 DoD Minimum Antiterrorism Standards for Buildings.

C. Intrusion Detection System (IDS), Access Controls, and CCTV:

1. The IDS system must be fully compatible with the existing USAF approved Advantor IDS Annunciator located in the 187th SFS BDOC.

2. As part of the base bid, the contractor is responsible for engaging Advantor Systems Cooperation (which is a sole source security system) for the procurement (purchase) and installation of the IDS, Access Controls, and CCTV systems. Refer to limited source justification included in the solicitation documents furnished by the Government.

3. The base bid shall include all plant, labor, and materials to provide all collateral support as required by Advantor (in addition to collateral support indicated in the contract documents) for installation of a fully operational IDS, Access Control, and CCTV systems as defined by Advantor System Corporation.

PROJECT INFORMATION AND SUMMARY 00 0102 - 3

4. The required scope of work is as outlined in the drawings. ADVANTOR systems assisted in the design of the security systems and have furnished a "quote" as part of the design process. The "quote" is included in the project specifications for reference and identification of the required devices/materials. The Contractor shall contact ADVANTOR and receive an updated "quote" as part of the bid process.

All costs to install a complete and operational IDS, ACS, and CCTV system shall be included in the Contractor's bid.

D. Sustainability Design and Energy Conservation:

1. The project design incorporates Sustainability Concepts to achieve optimum resource efficiency, constructibility, sustainability, and energy conservation.

2. The project has not been registered with the USGBC and is not inteded to be registered. The project is not intended to achieve any level of LEED certification or any other sustainability certifications. however, in accordance with ANGETL 15-01-01, the project is intended to be "LEED Meritable" and incorporate sustainable design principles and criteria to the maximum extent possible.

3. In keeping with ANGETL 15-01-01 Contractor shall give preference to sustainable products and materials with higher levels of sustainability including but not limited to materials extracted and manufactured within 500 miles of the project site, materials manufactured using higher levels of recycled content, materials meeting VOC limitations, etc...

4. Where applicable, minimum thresholds for sustainability criteria are established within the technical specifications. Where not specifically indicated, the Contractor shall give preference to and provide materials that contribute the most to the project's sustainability goal.

5. Contractor shall provide "LEED Submittals" for all products, materials, and systems indicating a product or material's sustainable attributes for review and approval by the Government. However, input of LEED documentation into the USGBC's LEED Online system will not be required. Similarly, LEED credit templates documenting the project's LEED performance will not be required.

E. Government Furnished Furniture, furnishings and Equipment (FF&E):

1. Contractor's base bid shall include rough-ins for plumbing, mechanical, and electrical; including installation and final connection of all items indicated on the drawings as Government Furnished Contractor Installed (GFCI).

PROJECT INFORMATION AND SUMMARY 00 0102 - 4

1.04 PERMITS, FEES AND NOTICES

A. Unless otherwise provided in the Contract Documents, the Contractor shall secure and pay for the building permit and other permits and governmental fees, licenses, and inspections necessary for proper execution and completion of the Work which are customarily secured after award of the Construction Contract and which are in effect on the date of receipt of bids.

1. City of Montgomery Buidling Permit will not be required.

B. The Contractor shall comply with and give notices required by all laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work.

1.05 USE OF SITE AND MISC. REQUIREMENTS

A. The space available to the contractor for the performance of the work, either exclusively or in conjunction with others performing other construction as part of the project, is as per the Government's approval.

1. Other areas are off limits to all construction personnel.

B. Access to site will be limited; obtain the Government's approval of proposed routes of access.

C. Keep existing sidewalks, roads, parking lots and drives on site clear and available at all times. Promptly remove mud, dirt, debris, etc. from sidewalks, streets, and public right-of-way during construction as it occurs.

D. Storage areas on site are very minimal and will be limited to materials that are to be immediately used in the progress of the work. If additional storage is required, then Contractor shall secure and be responsible to pay for such off site storage in a fully bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

E. Provide secure temporary barricades, fencing, etc. as required to separate the public from construction operations. Compliant safety and/or warning signage is to be provided as well in conjunction with fencing and barricades.

1. Site safety and security is the General Contractor's responsibility. Fencing shall be provided as deemed necessary to protect the site from theft and damage and to prevent access to the site by the public. Location/extents of fencing is at the discretion of the Contractor.

PROJECT INFORMATION AND SUMMARY 00 0102 - 5

F. Construction operations are not to affect any of the ongoing operations thought the site and/or adjacent sites. Construction equipment is not to be attached to, or swing over existing buildings to remain, public areas, occupied buildings or parking lots, right-of-ways, etc.

G. Comply with the Government's security requirements - refer to specification section 01 3553.

H. The contractor shall provide all testing, inspections, and similar services; these services also include those specified to be performed by an independent agency.

1.06 UTILITY OUTAGES AND SHUTDOWN

A. All electrical and communication shut downs shall be performed on a non-working day for the Government (Saturday, Sunday, Monday, or Holidays) unless specifically approved by the Contracting Officer Representative.

B. Limit shutdown of utility services to 8 hours at a time, arranged at least 72 hours in advance with the Government.

C. Prevent accidental disruption of utility services to other facilities.

1.07 PHASING OF WORK

A. The work of this project shall be completed in one phase. However, the Contractor shall coordinate the work as required to ensure all existing roadways and facilities adjacent to the project site remain open and accessible for use by the Government.

1.08 WORK SEQUENCE

A. Coordinate construction schedule and operations with Contracting Officer Representative.

1.09 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Architect: Seay Seay & Litchfield P.C..

1. Address: 1115 South Court Street.

2. City, State, Zip: Montgomery AL 36104.

3. Phone/Fax: 334-263-5162 334-263-5170.

4. Project Manager: David Donovan, AIA

5. Prinicipals-in-Charge: Wes R. Osmer, AIA, LEED AP

PROJECT INFORMATION AND SUMMARY 00 0102 - 6

B. Architect's Consultants:

1. Structural Engineering:

a. Grant Engineering

b. Address: 432 Herron Street

c. City, State, Zip: Montgomery, AL, 36104.

d. Phone/Fax: 334-265-4631 / 334-262-2111.

e. Contact: Terry Grant, P.E.

2. Plumbing, Mechanical & Fire Suppression Engineering:

a. HHB Engineers, PC

b. Address: 104 Josie Run

c. City, State, Zip: Prattville, AL 36066

d. Phone: 334-358-2707

e. Contact: Tom Hattemer, P.E.

3. Electrical Engineering:

a. Gunn & Associates

b. Address: 3102 Highway 14

c. City, State, Zip: Millbrook, AL 36054

d. Phone: 334-285-1273

e. Contact: Barry Gravlee, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

CUTTING AND PATCHING 01 0450 - 1

SECTION 01 0450 - CUTTING AND PATCHING

1. GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including requirements of the Government's Solicitation and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements for cutting and patching.

B. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work.

1. Requirements of this Section apply to mechanical and electrical installations.

Refer to Division 21, 22, 23, & 26 Sections for other requirements and limitations applicable to cutting and patching mechanical and electrical installations.

1.03 SUBMITTALS

A. Cutting and Patching Proposal: Where approval of procedures and/or phasing for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal:

B. Describe the extent of cutting and patching required and how it is to be performed;

indicate why it cannot be avoided.

C. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements.

D. List products to be used and firms or entities that will perform Work.

E. Indicate dates when cutting and patching is to be performed.

F. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted.

CUTTING AND PATCHING 01 0450 - 2

G. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure.

H. Approval by the Contracting Officer to proceed with cutting and patching does not waive the Contracting Officer's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory.

1.04 QUALITY ASSURANCE

A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

B. Obtain approval of the cutting and patching proposal before cutting and patching the following structural elements:

1. Foundation construction.

2. Bearing and retaining walls.

3. Structural concrete.

4. Structural steel.

5. Lintels.

6. Timber and primary wood framing.

7. Structural decking.

8. Stair systems.

9. Miscellaneous structural metals.

10. Exterior curtain wall construction.

11. Equipment supports.

12. Piping, ductwork, vessels and equipment.

13. Structural systems of special construction in Division-13.

C. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

1. Obtain approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems:

CUTTING AND PATCHING 01 0450 - 3

a. Primary operational systems and equipment.

b. Membranes and flashings.

c. Fire protection systems.

d. Communication systems.

e. Electrical wiring systems.

PART 2 PRODUCTS

2.01 MATERIALS

A. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed performance will equal or surpass that of existing materials.

PART 3 EXECUTION

3.01 INSPECTION

A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered.

1. Before proceeding, meet at the site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.

3.02 PREPARATION

A. Temporary Support: Provide temporary support of Work to be cut.

B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations.

C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

D. Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them.

CUTTING AND PATCHING 01 0450 - 4

3.03 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay.

1. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition.

B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces.

3. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill.

4. Comply with requirements of applicable Sections of Division-2 where cutting and patching requires excavating and backfilling.

5. By-pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit in walls or partitions to be removed. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting.

C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances.

1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation.

2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

3. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of

CUTTING AND PATCHING 01 0450 - 5

uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance.

a. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat.

4. Patch, repair or rehang existing ceilings as necessary to provide an even plane surface of uniform appearance.

3.04 CLEANING

A. Thoroughly clean areas and spaces where cutting and patching is performed or used as access. Remove completely paint, mortar, oils, putty and items of similar nature.

Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition.

END OF SECTION 01045

PRICE AND PAYMENT PROCEDURES 01 2000 - 1

SECTION 01 2000 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Price and Contract Time.

C. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

1.03 SCHEDULE OF VALUES

A. Form to be used: Government's approved form.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to the Government for approval.

C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization bonds and insurance and material and labor costs .

1. Provide seperate line items for each floor of the building where applicable.

2. Provide separate line items for material and labor for each item of work.

3. Provide separate line items for each direct general contractor's cost for general conditions including:

a. Bonds

b. Insurance

c. Superintendent

d. Quality Control Representative

e. On Site Office Cost including rent (if applicable), utilities and supplies.

4. Break Larger items of work down in to line items not exceeding $50,00 in value unless specifically approved by the Government.

D. Revise schedule to list approved Change Orders, with each Application For Payment.

PRICE AND PAYMENT PROCEDURES 01 2000 - 2

1. Change Orders should be listed as separate line items included at the end of the schedule of values.

2. When a Change Order includes mutiple items of work, each item of work shall be listed as a separate line item with the approximate percentage complete for each scope of work listed.

E. Submit schedule of values within the timeframe outlined in the General Conditions of the Contract for Construction.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Comply with all requirements of the Government's Solicitation. Additional requirements/explanations are listed below.

B. Form to be used: Government's Approved Form.

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to the Government for approval.

D. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

1. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work.

E. Include the following with the application:

1. Transmittal letter as specified for Submittals in Section 01 3000.

2. Construction progress schedule, revised and current as specified in Section 01 3000.

3. Current construction photographs specified in Section 01 3000.

1.05 STORED MATERIALS

A. Off-site stored materials must be authorized for consideration in the awarded contract and be approved by the Contracting Officer if the Contactor anticipates requesting payment for off-site stored materials prior to the materials being delivered to the project site and and/or placed into operation/construction.

B. The following will be required prior to approval of payment for off-site stored materials:

1. Bill of lading for materials.

PRICE AND PAYMENT PROCEDURES 01 2000 - 3

2. Documentation that the materials have been titled to the Contractor and will be used exclusively in the performance of the Contract.

3. Evidence of insurance for the facility storing the materials reflecting 100% total replacement value coverage.

4. Photographs of the materials being stored.

C. The Contracting Officer must verify and approve of off-site stored materials prior to approval of payment. Approval of off-site storage (item A above) will not guarantee approval of payment for off-site stored materials. Payment of off-site stored materials will be at the discretion of the Contracting Officer pending verification of the materials being stored and review of required documentation (item B above) offered by the Contractor with the application for payment.

1.06 MODIFICATION PROCEDURES

A. Comply with all requirements of the General Conditions of the Contractor for Construction.

B. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1.07 APPLICATION FOR FINAL PAYMENT

A. Comply with all requirements of the General Conditions of the Contractor for Construction.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 7000.

2. All stipulated requirements stated in the General Conditions of the Contract for Construction. .

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

BID OPTIONS 01 2300 - 1

SECTION 01 2300 - BID OPTIONS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Bid Options.

B. Procedures for pricing Bid Options.

1.02 ACCEPTANCE OF Bid Options

A. Bid Options quoted on Bid Forms will be reviewed and accepted or rejected at the Government's option in accordance with the requirements of the Contract Documents.

Accepted Bid Options will be identified in the Construction Contract.

B. Coordinate related work and modify surrounding work to integrate the Work of each Bid Option.

1.03 SUMMARY

A. Definition: A Bid Option is an amount proposed by Bidders and stated on the Bid Form for certain construction activities defined in the Bidding Requirements that may be added to the Base Bid amount if the Government decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems or installation methods described in Contract Documents. The base Bid is all items shown on the the Contract Documents except items to be added back by below schedule of Bid Options.

B. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted Bid Options and/or contract option is complete and fully integrated into the project.

C. Schedule: A "Schedule of Bid Options" is included at the end of this Section.

Specification Sections referenced in the Schedule contain requirements for materials and methods necessary to achieve the Work described under each Bid Option.

D. Include as part of each Bid Option, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of the Bid Option.

1.04 SCHEDULE OF BID OPTIONS

A. Bid Option No. 1 (Additive): Additional Plumbing Piping Replacement

1. This Bid Option shall include all plant, labor, and material for the following:

BID OPTIONS 01 2300 - 2

a. Removal and replace of original plumbing systems piping not required to be altered by the proposed renovations. Bid option shall include removal of existing piping and insulation and replacement with new piping and insulation as noted on the plumbing drawings and as required by the project specifications. Refer to plumbing drawings.

b. If the bid option is not awarded, the base bid shall include keeping existing piping and installation and installation of new piping only as required to support the proposed alterations. Refer to plumbing drawings.

B. Bid Option No. 2 (Additive): Metal Retrofit Roof System

1. This Bid Option shall include all plant, labor, and material for the following:

a. Provide and install a new retrofit metal roofing system at all roof applications scheduled to be replaced. Demolition of the existing roof systems will be included in the base bid. This bid option shall include the additional cost to install the new structure, spray foam insulation, and new roof panels indicated on the drawings in lieu of the thermoplastic roof assembly.

b. The base bid shall include demolition of the existing roof assembly, gutters, downspouts, and sheetmetal flashing and trim as indicated on the drawings.

The base bid shall also include the installation of new fully adhered roof insulation, recovery board, thermoplastic roof membrane, and all associated terminations, flashings. gutters, downspouts, and soffit panels. Refer to drawings.

C. Bid Option No. 3 (Additive): Second Floor Door Replacement

1. This Bid Option shall include all plant, labor, and material for the following:

a. Removal and replacement of existing wood doors with new wood faced doors as indicated on the alternate door schedule.

b. The base bid shall include keeping in place and protecting existing wood doors indicated to remain as indicated on the base bid door schedule.

D. Bid Option No. 4 (Additive): Acoustical Baffles

1. This Bid Option shall include all plant, labor, and material for the following:

a. Provide and install acoustical baffles as indicated on the reflected ceiling plans in rooms 107, 108A, and 109B. Baffles to be as specified in section 09 5000 Felt Acoustical Ceilings.

BID OPTIONS 01 2300 - 3

b. Base bid shall include installation of dry fall paint application on existing structure and all other exposed ceiling mounted elements, and installation of linear direct/indirect lighting fixtures as shown on the drawings.

E. Bid Option No. 5 (Additive): Second Floor Floor and Ceiling Upgrades

1. This Bid Option shall include all plant, labor, and material for the following:

a. Provide and install new acoustical tile ceiling systems in second floor areas where indicated to be part of this alternate on the room finish schedule. If the bid option is accepted, the Contractor shall remove existing ceiling tile and grid, temporarily support existing ceiling mounted systems to remain, install new ceiling tile and grid system, and re-install all existing to remain ceiling mounted components/new scheduled ceiling mounted components.

b. Provide and install new floor finishes in second floor areas where indicated to be part of the bid option on the room finish schedule. If the bid option is accepted, the Contractor shall remove existing floor finishes, prepare existing substrates, and install new scheduled floor finishes indicated on the scheduled to be included as a part of his bid option.

c. The base bid shall include keeping in place and protecting existing floor and ceiling systems indicated to remain as part of the base bid on the room finish schedule.

F. Bid Option No. 6 (Additive): Second Floor Hallway Upgrades:

1. This Bid Option shall include all plant, labor, and material for the following:

a. Provide and install new floor finishes in Corridors 233A, 233B, and 233C. If the bid option is accepted, the Contractor shall remove existing floor finishes, prepare existing substrates, and install new scheduled floor finishes indicated on the room finish schedule. If the bid option is not accepted, the existing floor finishes will remain and be protected. Contractor shall install new wax on existing Vinyl Composition Tile as part of the base bid.

b. Provide and install new painted sheetrock and linear open wood ceiling systems indicated on the drawings. If the bid option is accepted, the Contractor shall provide and install metal stud framing, gypsum wall board finished to level 4 finish standards, and paint new and existing gypsum finishes as indicated on the drawings. If the bid option is not accepted, the base bid shall include repair of existing finishes and installation of new paint on all exposed walls, ceilings, and building elements exposed to view within the listed rooms.

BID OPTIONS 01 2300 - 4

c. Provide and install new wall mounted lighting sconces and new recessed down lights as indicated on the electrical drawings. If the bid option is not awarded, the base bid shall consist of installation of new suspended strip LED light fixtures as indicated on the electrical drawings.

d. Provide and install custom way finding signage as indicated on the drawings.

If the bid option is not accepted, custom way finding signage will be omitted and the Contractor shall install new room signage only - refer to door schedule, signage schedule, and signage specification section 10 1400.

G. Bid Option No. 7 (Additive): Multi Purpose Room Finish Upgrades:

1. This bid option shall include all plant, labor, and materials for the following:

a. Provide and install new linear open wood ceiling system in Multi Purpose room 247 as indicated on the drawings. Bid option also includes installation of new recessed down lights in the lineary open wood ceiling system as indicated on the electrical drawings. If the bid option is not accepted, the base bid shall include installation of new 2' x 2' acoustical tile ceiling systems and 2' x 4' LED troffer type fixtures in this room.

b. Provide and install new metal stud framing, substrate, and wall tile surrounding the architectural casework in this room as indicated on the interior elevations. If the bid option is not accepted, the base bid shall include installation of architectural wood casework only (without tile surround). The backsplash between base and wall cabinets shall be included in the base bid.

The Contractor shall also provide finished end panels for all architectural wood casework that will be exposed to view if the tile surround is not constructed.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

ADMINISTRATIVE REQUIREMENTS 01 3000 - 1

SECTION 01 3000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preconstruction meeting.

B. Progress meetings.

C. Construction progress schedule.

D. Progress photographs.

E. Coordination drawings.

1.02 RELATED REQUIREMENTS

A. Section 01 7000 - Execution and Closeout Requirements

B. Section 01 7800 - Closeout Submittals

1.03 PROJECT COORDINATION

A. Contractor's Project Manager: The General Contractor shall provide a project manager with a minimum of five years experience on projects of similar size and type. Prior to construction the project manager shall submit a resume of the project manager to the Government for approval..

B. Construction Superintendent: The General Contractor shall provide a full time on site construction superintendent with a minimum of five years experience on projects of similar size and type. This superintendent shall serve in a supervisory capacity. Prior to construction the contractor shall submit a resume of the construction superintendent to the Government for approval.

C. Construction Quality Control: The General Contractor shall employ and pay a separate, designated, and experienced quality control person to perform full time on site construction quality control services. This individual will also be responsible for coordinating, verifying and documenting compliance with GBCI Guiding Principals requirements.

D. Make the following types of submittals to Contracting Officer Representative through the Project Manager:

1. Requests for interpretation.

2. Requests for substitution.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 2

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Closeout submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRECONSTRUCTION MEETING

A. Project Coordinator will schedule a meeting after Notice of Award.

B. Contractor will schedule a meeting after notice to proceed.

C. Attendance Required:

1. Government.

2. Contracting Officer Representative

3. Architect.

4. Contractor.

5. All major sub contractors and suppliers.

6. Contracting Officer.

D. Agenda:

1. Submission of list of Subcontractors, schedule of values, and progress schedule.

2. Designation of personnel representing the parties to Contract and .

3. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 3

4. Scheduling.

5. Use of "Newforma" online web application for RFI, submittals, etc... Refer to section 01 3001 for additional information.

E. Architect will record minutes and distribute copies after meeting to participants, with copies to Architect, Contracting Officer Representative(s), Contracting Officer, participants, and those affected by decisions made.

3.02 PROGRESS MEETINGS

A. Contractor shall make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

B. Project Coordinator will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, Contractor's Project Manager, Contractor's Quality Control Supervisor, Contracting Officer, Contracting Officer Representative(s), Architect, and major Subcontractors/Suppliers when necessary/requested by the Government/Contractor.

1. A minimum of bi-weekly meetings should be anticipated. More frequent meetings will be scheduled as dictated by the progress and quality of work observed ongoing at the project site. Contractor’s project superintendent and project manager shall attend all progress meetings in person.

2. Additionally, if a third-party project management approach is utilized by the General Contractor, both the third-party project manager and a representative of the General Contractor who is authorized to make decisions regarding project scope, cost, and time shall also be in attendance, in person, at a minimum of one progress meeting each month.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 4

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

9. Maintenance of quality and work standards.

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

11. Review of modifications to project record documents documenting changes made on site since previous progress meeting.

12. Other business relating to Work.

E. Architect will record minutes and distribute copies after meeting to participants, with copies to Architect, Contracting Officer Representative(s), Contracting Officer, and Contractor. Contractor will be responsible for distributing minutes to suppliers/SubContractor and those affected by decisions made.

3.03 CONSTRUCTION PROGRESS SCHEDULE

A. Submit proposed project schedule as outlined in the Contract Documents.

B. General Requirements:

1. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Beneficial Occupancy to date of Final Completion.

2. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

a. Activity Duration: Define activities so no activity is longer than twenty days, unless specifically allowed by the Government.

b. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

c. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

d. Startup and Testing Time: Include not less than seven days for startup and testing.

e. Beneficial Occupancy: Indicate completion in advance of date established for Substantial Completion, and allow time for the Government's administrative

ADMINISTRATIVE REQUIREMENTS 01 3000 - 5

procedures necessary for certification of Beneficial Occupancy.

3. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

a. Phasing: Arrange list of activities on schedule by phase.

b. Work by the Government: Include a separate activity for each portion of the Work performed by the Government.

c. Products Ordered in Advance: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

d. Government-Furnished Products: Include a separate activity for each product.

Include delivery date indicated in Division 1 Section "Summary." Delivery dates indicated stipulate the earliest possible delivery date.

e. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Limitations of continued occupancies.

3) Uninterruptible services.

4) Partial occupancy before Beneficial Occupancy.

5) Use of premises restrictions.

6) Provisions for future construction.

7) Seasonal variations.

8) Environmental control.

4. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, review inspections by review agencies, Beneficial Occupancy, and Final Completion.

5. Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests.

a. Refer to Division 1 Section "Payment Procedures" for cost reporting and payment procedures.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 6

6. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule.

C. Gantt-Chart Schedule:

1. Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor's Construction Schedule within thirty days of date established fromthe Notice to Proceed . Base schedule on the Preliminary Construction Schedule and whatever updating and feedback was received since the start of Project.

2. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

a. For construction activities that require 3 months or longer to complete, indicate an estimated completion percentage in ten percent increments within time bar.

D. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

E. Distribution: Distribute copies of approved schedule to the Government, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices.

2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

ADMINISTRATIVE REQUIREMENTS 01 3000 - 7

3.04 REPORTS

A. Daily Construction Reports: Prepare a daily construction report and email to all required parties by noon of the following work day, recording the following information concerning events at Project site:

1. List of subcontractors at Project site.

2. List of separate contractors at Project site.

3. Approximate count of personnel at Project site.

4. High and low temperatures and general weather conditions.

5. Accidents.

6. Meetings and significant decisions.

7. Unusual events (refer to special reports).

8. Stoppages, delays, shortages, and losses.

9. Orders and requests of authorities having jurisdiction.

10. Applicable photographs, noting location and condition.

3.05 PRE-CONSTRUCTION PHOTOGRAPHS

A. Before starting construction, take one hundred color photographs and digital video recording of Project site and affected right-of-ways and surrounding properties and interior existing photos of affected areas from different vantage points, as directed by the Government. Show existing conditions adjacent to property.

3.06 PROGRESS PHOTOGRAPHS

A. Submit photographs with each application for payment, taken not more than 3 days prior to submission of application for payment.

B. Photography Type: Digital; electronic files.

C. Provide photographs of construction…