FAKZ189366 TYPE B-3 SPECS VOL I SIGNED.pdf

APRIL 10, 2025

NA

19084/FAKZ189366

B-3

DEPLOYABLE PARTS STORAGE 19084/FAKZ182356 TYPE B-3 (100%)

DANNELLY FIELD, MONTGOMERY, AL SEPTEMBER 06, 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 0500 FIELD ENGINEERING 3

01 2000 PRICE AND PAYMENT PROCEDURES 4

01 2300 BID OPTIONS 2

01 3000 ADMINISTRATIVE REQUIREMENTS 9

01 3001 SUBMITTALS 25

01 3001.01 AF FORM 66 16

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING 3

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 6

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 2

01 5213 FIELD OFFICES AND SHEDS 3

01 5460 SAFETY AND HEALTH 4

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 8

01 6000 PRODUCT REQUIREMENTS 8

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 11

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 9

01 7800 CLOSEOUT SUBMITTALS 6

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 14

DIVISION 02 - EXISTING CONDITIONS

02 4100 DEMOLITION 6

DIVISION 03 - CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 27

DIVISION 04 - MASONRY

04 2000 UNIT MASONRY 13

DIVISION 05 - METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 2100 STEEL JOIST FRAMING 4

05 3100 STEEL DECKING 5

TYPE B-3 (100%)

TYPE B-3 (100%)

BASE SUPPLY COMPLEX(FAKZ999088/18042) / DSP STORAGE (FAKZ182356/19084) B-2 (95%)

DANNELLY FIELD, MONTGOMERY, AL JANUARY 20, 2021

TABLE OF CONTENTS -2

05 4000 COLD-FORMED METAL FRAMING 4

05 5000 METAL FABRICATIONS 8

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 7

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 2100 THERMAL INSULATION 4

07 2500 WEATHER BARRIERS 15

07 4114 INSULATED METAL ROOF PANELS 9

07 4214 INSULATED METAL WALL PANELS 7

07 4293 METAL SOFFIT PANELS 8

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 7

07 7100 ROOF SPECIALTIES 10

07 8401 FIRESTOPPING 10

07 9005 JOINT SEALERS 12

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 12

08 3100 ACCESS DOORS AND PANELS 3

08 3323 OVERHEAD COILING DOORS 6

08 4313 ALUMINUM-FRAMED STOREFRONTS 6

08 7100 DOOR HARDWARE 18

08 8000 GLAZING 5

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 7

09 6500 RESILIENT BASE 4

09 9113 EXTERIOR PAINTING 7

09 9123 INTERIOR PAINTING 12

VOLUME 2

DIVISION 10 - SPECIALTIES

10 1400 SIGNAGE 4

10 4400 FIRE PROTECTION SPECIALTIES 2

10 8500 RECYCLING SPECIALTIES 2

DIVISION 13 - SPECIAL CONSTRUCTION

13 3419 METAL BUILDING SYSTEMS 18

DIVISION 21 – FIRE SUPPRESSION

21 1313 WET-PIPE FIRE-SUPPRESSION SPRINKLERS 8

19084/FAKZ189366DEPLOYABLE PARTS STORAGE

DANNELLY FIELD, MONTGOMERY, AL

TYPE B-3 (100%)TYPE B-3 (100%)

TABLE OF CONTENTS -3

DIVISION 22 – PLUMBING

22 0514 COMMON WORK RESULTS FOR PLUMBING 12

22 0529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT

22 0553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 3

22 0716 PLUMBING PIPING INSULATION 9

22 1000 FACILITY NATURAL GAS PIPING 8

22 1116 DOMESTIC WATER PIPING 10

22 1119 DOMESTIC WATER PIPING SPECIALTIES 6

22 1316 SANITARY WASTE AND VENT PIPING 5

22 1319 SANITARY WASTE PIPING SPECIALTIES 7

DIVISION 23 – HEATING, VENTILATION & AIR CONDITIONING

23 0500 GENERAL HVAC REQUIREMENTS 5

23 0513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 2

23 0518 ESCUTCHEONS FOR HVAC PIPING 2

23 0529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 3

23 0553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 3

23 0593 TESTING, ADJUSTING AND BALANCING 11

23 0719 HVAC PIPING INSULATION 11

23 0900 HVAC INSTRUMENTATION AND CONTROLS 20

23 0993 SEQUENCE OF OPERATION 2

23 3113 METAL DUCTS 10

23 3300 DUCT ACCESSORIES 6

23 3301 FIXED LOUVER 4

23 3400 HVLS FANS 9

23 3423 HVAC POWER VENTILATORS 4

23 5100 HVAC BREECHINGS 2

23 5533 GAS-FIRED UNIT HEATERS 4

DIVISION 26 - ELECTRICAL

26 0100 GENERAL ITEMS 9

26 0519 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

26 0526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 7

26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 6

26 0533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 14

26 0543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL

SYSTEMS

26 0544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS

AND CABLING

26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 10

26 0923 LIGHTING CONTROL SYSTEM 35

26 2416 PANELBOARDS 7

26 2418 LOW-VOLTAGE TRANSFORMERS 4

26 2726 WIRING DEVICES 7

26 2813 FUSES 2

26 2816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 7

26 3000 SHORT CIRCUIT COORDINATION STUDY AND ARC FLASH

HAZARD ANALYSIS

26 4113 LIGHTNING PROTECTION FOR STRUCTURES 4

APRIL 10, 2025

19084/FAKZ189366DEPLOYABLE PARTS STORAGE

TABLE OF CONTENTS -4

26 5119 LED INTERIOR LIGHTING 7

26 5619 LED EXTERIOR LIGHTING 9

DIVISION 27 – COMMUNICATIONS

27 0500 STRUCTURED CABLING 9

27 0510 GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS 2

27 0520 COMMUNICATION CABLE MANAGEMENT AND LADDER RACK 4

27 0528 PATHWAYS FOR COMMUNICATION SYSTEMS 5

27 0544 SLEVES AND SLEEVE SEALS COMMUNICATIONS PATHWAYS

AND CABLING

27 0610 IDENTIFICATION FOR COMMUNICATION SYSTEMS 1

27 1300 COMMUNICATION OPTICAL FIBER BACKBONE CABLING 6

27 1500 COMMUNICATION COPPER HORIZONTAL CABLING 3

27 2005 COMMUNICATIONS PATCH PANELS AND FIBER OPTIC

ENCLOSURES

27 2010 COMMUNICATION RACKS AND ENCLOSURES 2

27 2015 COMMUNICATION FACEPLATES AND CONNECTORS 4

27 2020 COMMUNICATION PATCH CORDS AND WORKSTATION CORDS 3

DIVISION 28 – COMMUNICATIONS

28 3111 FIRE DETECTION, EVACUATION, AND MASS NOTIFICATION

SYSTEMP

28 3311.A IDS-ACS-CCTV SUMMARY 3

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 4

31 0200 TEMPORARY EROSION AND SEDIMENTATION CONTROLS 11

31 1001 SITE CLEARING 4

31 2210 EARTHWORK 13

33 2210.A GEOTECHNICAL ENGINEERING REPORT 65

31 3116 TERMITE CONTROL 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 12

32 1720 PAVEMENT JOINT SEALANTS 5

32 1900 SIDEWALKS 3

32 9219 SEEDING 4

32 9223 SODDING 4

19084/FAKZ189366DEPLOYABLE PARTS STORAGE

DEPLOYABLE PARTS STORAGE 19084/FAKZ182356 Type B-3 (100%)

PROJECT INFORMATION AND SUMMARY 000102 - 1

SECTION 000102 - PROJECT INFORMATION AND SUMMARY

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Government Project Number: FAKZ182356.

B. Architect's Project Number: 19084.

C. The Owner, hereinafter referred to as the Government: Alabama Air National Guard.

D. Owner's Representatives:

1. Contracting Officer (KO): 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 Nathan Brock, Deputy Base Civil Engineer

1.02 CONTRACT DURATION

A. 275 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 Beneficial Occupancy. The Contractor will be responsible for coordinating punch list activities around the Government's activities if both are occurring at the same time.

1.03 PROJECT DESCRIPTION

A. Project scope includes sitework, subgrade excavation, building foundations, structural, architectural, plumbing, mechanical, electrical and extension of existing utilities for a new single addition to the recently constructed Base Supply Facility.

The proposed project includes the following:

1. Vertical construction will consist of work on one facility as an addition to an existing facility. The existing facility is the New Base Supply Complex which is an approximate 39,000 square foot building housing the Base's Logistic Readiness Squadron (LRS). Within the new Base Supply Complex, special facilities include non-secure and secure office space, storage space, loading dock, secure vaults, meeting and training rooms, and a break room.

2. The addition will include approximately 6,00 square feet of storage space that will house the Base's Deployable Parts Storage mission associated with the F-35 Fighter Jet

19084/FAKZ189366 TYPE B-3 (100%)

PROJECT INFORMATION AND SUMMARY 000102 - 2

3. Special attention will need to be paid to layout, erosion control, and laydown operations due to the limitations of the site, adjacent finished construction, and existing utilities on site.

4. The new building s structural system includes slab on grade with engineered fill soil stabilization, structural steel framing as well as load bearing masonry, open web joists with form deck, and metal floor decking. The roof will have sloped insulated standing seam metal roof panels. The exterior walls include veneer brick, storefront, and insulated metal wall panels.

5. Major building systems are limited to exhaust fans, gas fired makeup air units, and gas fired unit heaters.

6. Specialty equipment included in the project includes HVLS fans.

7. All utilities will be served from the existing Base Supply Facility. This includes, but is not limited to necessary power, storm, gas, water, and data infrastructure. Coordination will be required with existing utilities to maintain operation in the existing Base Supply complex and will include power, storm, gas, water, and data. New electrical panel will be required within the existing electrical room.

8. Site work will comprise of on-site parking, pedestrian paving, landscape and retaining walls, sodding, and landscape planting.

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. Special Access Program Facilities (SAPF)

1. Special Access Program Facilities are not included in the scope of the project.

D. 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 and will be tied into the existing IDS system located in the Base Supply Complex.

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.

PROJECT INFORMATION AND SUMMARY 000102 - 3

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.

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 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 operation IDS< ACS, and CCTV systems shall be included in the Contractor's bid.

E. Owner 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 Owner Furnished Contractor Installed (OFCI).

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 Owner's approval.

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

B. Access to site will be limited; obtain Owner'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

PROJECT INFORMATION AND SUMMARY 000102 - 4

bonded and insured facility acceptable to the Government, with all items clearly identified as being assigned to this project.

1. Contractor will be limited to the areas included within the project limits shown on the civil drawings.

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. A fence along the project limits is anticipated at a minimum. However, exact location/extents of fencing is at the discretion of the Contractor. Removal of project boundary fencing along the Northern boundary of the project limits and connection of project fencing with fencing of the adjacent base supply project would be acceptable if agreed upon by both Contractors.

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. Where indicated on the drawings work outside of the site extents may be require to connect to existing/new utilities.

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 base 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.

PROJECT INFORMATION AND SUMMARY 000102 - 5

1.08 WORK SEQUENCE

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

B. Extension of existing utilites shown on the drawings must be properly sequenced with work assocated with the addition so that shutdown of utility service(s) in the Base Supply Complex is limited.

1.09 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as The Government: 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: Jake Johnson, AIA

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

B. Architect's Consultants:

1. Civil Engineering:

a. Professional Engineering Consultants

b. Address: 822 South McDonough St..

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

d. Phone/Fax: 334-262-7307 / 334-262-7309.

e. Contact: Steve Green - Pat Moseley

2. Structural Engineering:

a. Blackburn Daniels O'Barr, Inc.

b. Address: 8805 County Rd. 40E

c. City, State, Zip: Lowndesboro, AL, 36752.

d. Phone/Fax: 334-265-0206 / 334-265-0207.

e. Contact: Mark O'Barr

3. Plumbing, Mechanical & Fire Suppression Engineering:

a. Morris Engineering

PROJECT INFORMATION AND SUMMARY 000102 - 6

b. Address: 903 South Perry Street

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

d. Phone: 334-269-0329

e. Contact: Jack Morris, P.E.

4. Electrical Engineering:

a. Garner & Associates Engineering, PC

b. Address: 903 South Perry Street

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

d. Phone: 334-269-0329

e. Contact: Morgan Garner, P.E.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

CUTTING AND PATCHING 010450 - 1

SECTION 010450 - 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, and 27 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.

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.

CUTTING AND PATCHING 010450 - 2

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:

a. Primary operational systems and equipment.

b. Membranes and flashings.

c. Fire protection systems.

d. Communication systems.

CUTTING AND PATCHING 010450 - 3

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.

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

CUTTING AND PATCHING 010450 - 4

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 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

CUTTING AND PATCHING 010450 - 5

finishing is applied. Restore damaged pipe covering to its original condition.

END OF SECTION 01045

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FIELD ENGINEERING 010500 - 1

SECTION 010500 - FIELD ENGINEERING

1. GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. General: This Section specifies administrative and procedural requirements for field engineering services, including, but not necessarily limited to, the following:

1. Land Survey Work.

1.03 SUBMITTALS

A. Certificates: Submit a certificate signed by the Land Surveyor or Professional Engineer certifying that the location and elevation of improvements comply with the Contract Documents.

B. Project Record Documents: Submit a record of Work performed and record survey data as required under provisions of Sections "Submittals" and "Project Closeout".

1.04 QUALITY ASSURANCE

A. Surveyor: Engage a Registered Land Surveyor registered in the State where the project is located, to perform land surveying services required.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.01 EXAMINATION

A. The Government will identify existing control points and property line corner stakes.

B. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks before proceeding to layout the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction.

1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points, or requirements to relocate reference points because of necessary changes in grades or locations.

FIELD ENGINEERING 010500 - 2

2. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points.

C. Establish and maintain a minimum of one permanent benchmark on the site, referenced to data established by survey control points.

1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents.

D. Existing utilities and equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction.

1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer and water service piping.

2. The Government requires a dig permit to be submitted for and approved prior to drilling or digging that might impact underground utilities. Coordinate with Contracting Officer Representative in advance of activities requiring an approved dig permit. Submit permit application to Base Civil Engineering a minimum of one week prior to scheduled start of activities requiring a dig permit.

3.02 PERFORMANCE

A. Working from lines and levels established by the property survey, establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to properly locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions.

1. Advise entities engaged in construction activities, of marked lines and levels provided for their use.

2. As construction proceeds, check every major element for line, level and plumb.

B. Surveyor's Log: Maintain a surveyor's log of control and other survey Work. Make this log available for reference.

1. Record deviations from required lines and levels, and advise the Contracting Officer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected.

C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means.

FIELD ENGINEERING 010500 - 3

D. Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels and control lines and levels required for mechanical and electrical Work.

E. Existing Utilities: Verify locations of all utilities prior to commencing. Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services or other appurtenances located in, or affected by construction.

Coordinate with local authorities having jurisdiction with construction.

END OF SECTION 01050

PRICE AND PAYMENT PROCEDURES 012000 - 1

SECTION 012000 - 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 Sum and Contract Time.

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

1.02 SCHEDULE OF VALUES

A. Use Schedule of Values Form: Government's Approved Form.

B. 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.

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

2. Provide separate line items for each separate structure where applicable.

3. Provide separate line items for the following:

a. Bonds

b. Insurance

c. Superintendent

d. Quality Control Representative

e. On Site Office Cost, utilities, and supplies

4. Break larger items of work down into line items not exceeding $50,000 unless approved by the Government.

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

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.

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

PRICE AND PAYMENT PROCEDURES 012000 - 2

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Comply with all requirements of the General Conditions of the Contract for Construction. Additional requirements/explanations are listed below.

B. Use Form Government's Approved Form.

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

D. Forms filled out by hand will not be accepted.

E. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Stored Materials

7. Authorized Change Orders.

8. Total Completed and Stored to Date of Application.

9. Percentage of Completion.

10. Balance to Finish.

11. Retainage.

F. Execute certification by signature of authorized officer.

G. 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.

H. Include the following with the application:

1. Transmittal letter as specified for submittals in Section 013000.

2. Construction progress schedule, revised and current as specified in Section 013000.

3. Current construction photographs specified in Section 013000.

PRICE AND PAYMENT PROCEDURES 012000 - 3

1.04 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.

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.

1.05 MODIFICATION PROCEDURES

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

B. Do not proceed with work associated with a modification prior to final execution of modification by Contracting Officer.

C. Following execution of modification by the Contracting Officer, promptly:

1. Revise application of payment forms to record each authorized modification as a separate line item and adjust the Contract Price.

2. Revise progress schedules to reflect any change in Contract Time.

3. Enter changes in Project Record Documents.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

PRICE AND PAYMENT PROCEDURES 012000 - 4

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

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

1. All closeout procedures specified in Section 017000.

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

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

BID OPTIONS 012300 - 1

SECTION 012300 - 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): Sodding

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

a. Provide and install sodding as shown on drawings and specified in section 32 9223 Sodding. In addition, all areas disturbed by construction shall receive sodding.

BID OPTIONS 012300 - 2

B. Bid Option No. 2 (Additive): West Parking Lot Addition:

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

a. Grading, underground utilities, subsurface preparation, asphalt paving and associated components, curb and gutter, concrete paving, and other items outlined on sheets C2.1, C3.1, C4.1, C5.1.

b. In the event that the Bid Option is not awarded, provide finish grading and grass seeding on all distubed earth in accordance with Specification Section 32 9219

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

ADMINISTRATIVE REQUIREMENTS 013000 - 1

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Electronic document submittal service.

B. Preconstruction meeting.

C. Progress meetings.

D. Construction progress schedule.

E. Contractor's daily reports.

F. Progress photographs.

G. Coordination drawings.

H. Number of copies of submittals.

I. Section 01 1000 - Summary:

J. Section 01 7000 - Execution and Closeout Requirements

K. Section 01 7800 - Closeout Submittals

1.02 CONTRACTOR'S PROJECT ADMINISTRATION REQUIREMENTS

A. Contractor's Project Manager: responsible for overall project coordination. .

B. Make the following types of submittals to Contracting Officer Representative through the Project Coordinator:

1. Requests for Interpretation.

2. Requests for substitution.

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.

ADMINISTRATIVE REQUIREMENTS 013000 - 2

10. Correction Punch List and Final Correction Punch List for Beneficial Occupancy.

11. Closeout submittals.

C. The Contractor shall provide project manager with minimum of five years experience on projects of similar size, scope, complexity, and cost. Project manager must be a full time employee of the General Contractor. Prior to construction the Contractor shall submit a resume of the project manager to the Government for approval.

D. In addition to the project manager, the Contractor shall provide a project superintendent who is dedicated, full time, to the project site. The construction superintendent shall have a minimum of five years experience serving as a project superintendent on projects of similar size, scope, complexity and cost. Prior to construction Contractor shall submit a resume of the project manager to the Government for approval.

E. The Contractor shall also identify a secondary Construction Superintendent that can fulfill the role of Construction Superintendent in the planned or unexpected absence of the full time construction superintendent. The secondary project superintendent requirement can be satisfied by the Project Manager or another employee of the General Contractor who possesses the commensurate expertise, experience, and project knowledge necessary to fulfill the responsibilties of the full time Construction Superintendent. Either the Construction Superintendent or Secondary Construction Superintendent must be on site at all times that any work is being performed by the General Contractor's personnel or any personnel from one of the project subcontractors.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.

1. Besides submittals for review, information, and closeout, this procedure applies to Requests for Interpretation (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor's correction punchlist, and any other document any participant wishes to make part of the project record.

2. The Contractor, Government, and Architect are required to use this service.

ADMINISTRATIVE REQUIREMENTS 013000 - 3

3. It is Contractor's responsibility to submit documents in allowable format.

4. Subcontractors, suppliers, and The Government's consultants will be permitted to use the service at no extra charge.

5. Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.

6. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed. Upon review and response to submittals, the Contractor shall furnish the Government with one paper copy of the reviewed submittal (complete with all review comments and markups by the Government) to the Government for project records.

7. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

B. Cost: The cost of the service will be paid by the Architect.

C. Submittal Service: The selected service is:

1. Newforma Project Cloud: www.newformaprojectcloud.com/#sle.

3.02 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. Contracting Officer Representative

2. The Government.

3. Contractor.

4. All major sub contractors and suppliers.

5. Contracting Officer.

D. Agenda:

1. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

2. Submission of initial Submittal schedule.

ADMINISTRATIVE REQUIREMENTS 013000 - 4

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

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

5. Scheduling.

6. 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 Office Representative, Contracting Officer, participants, and those affected by decisions made.

3.03 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, Contracting Officer, Contracting Officer Representative, 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. Review of RFIs log and status of responses.

ADMINISTRATIVE REQUIREMENTS 013000 - 5

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

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

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

13. Other business relating to work.

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

3.04 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 Beneficial Occupancy, and allow time for the Government's

ADMINISTRATIVE REQUIREMENTS 013000 - 6

administrative 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 013000 - 7

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…