FTEV_12-1069_SPECIFICATIONS_-_4_Aug_2017.pdf

MS0114

PROJECT NO: FTEV 12-1069 DATE: 4 Aug 2017

DEPARTMENT OF THE AIR FORCE

SPECIAL OPERATIONS COMMAND

1 SPECIAL OPERATIONS WING

REPAIR 12.47 KV ELECTRICAL BASEWIDE

HURLBURT FIELD, FLORIDA

REPAIR 12.47 KV DISTRIBUTION BASEWIDE MS0114

I - 1

INDEX

DIVISION 01 GENERAL REQUIREMENTS

General Requirements 01 00 00

01 09 00 01 10 00 01 33 00 01 41 00 01 56 00 01 58 00 01 60 00 01 70 00 01 81 13

Reference Standards Summary of Work Submittals Testing Laboratory Services Environmental Protection Project Identification Sign Material and Equipment Contract Closeout Green Procurement

DIVISION 02 EXISTING CONDITIONS

02 41 19 Selective Structure Demolition

DIVISION 03 CONCRETE

03 30 00 Cast-in-Place Concrete

DIVISION 26 ELECTRICAL

26 05 00 Basic Electrical Requirements 26 05 19 Building Wire and Cable 26 05 26 Grounding and Bonding 26 05 33 Conduit 26 05 53 Electrical Identification 26 12 00 Distribution Transformers

DIVISION 31 EARTHWORK

31 10 00 Site Clearing 31 23 16 Excavation 31 23 23 Fill

DIVISION 32 EXTERIOR IMPROVEMENTS

32 84 00 Planting Irrigation 32 92 23 Sodding

DIVISION 33 UTILITIES

33 05 13 Medium Voltage Cable (modified from Hurlburt Master 26 05 13) 33 71 73 Electrical Utility Services

END OF INDEX

01 00 00 - 1

SECTION 01 00 00: GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 INTENT:

A. The intent of this project is to provide the Government with a fully complete and useable building meeting all the requirements for its intended use, constructed to high standards and the requirements of the Contract Documents. A fully complete and useable building is defined as one that is constructed to meet the aesthetic, functional and structural properties required by the drawings, specifications, amendments issued prior to receipt of bids/proposals, and modifications issued after award of the contract. All work shall be constructed to meet or exceed industry or government standards, whichever is more stringent.

All construction shall be executed in a professional manner resulting in a finished product of highest quality. All materials, equipment, and other products used in the construction shall be new or approved recyclable materials from an approved source. All new work shall be maintained in a clean condition, and shall be installed plumb, square, true to line and grade, and shall conform to the stated dimensions, notes, schedules, etc. The work shall be properly secured, consistent in quality, fit and finish, and installation, etc.

1.02 APPLICABILITY:

A. This section of the specification is applicable to all sections that follow.

1.03 INTERPRETATION OF CONTRACT DOCUMENTS:

A. Prospective bidders desiring further information, interpretation or clarification of the contract documents shall forward a written request to the Contracting Officer. The Contracting Officer is the sole authority for interpretation of intent of work and for approval of quality of materials and workmanship.

Failure to request the above shall not be the basis for a change order. DO NOT ASSUME THAT

YOUR INTERPRETATION IS CORRECT.

1.04 CONFLICTS, DISCREPANCIES OR AMBIGUITIES:

A. Prior to submittal of a bid or proposal by the prime/general contractor, it is expected that each subcontractor, equipment and/or material supplier, and others associated with the project, shall have carefully examined as necessary, the drawings, specifications, and all addenda issued prior to the date of submission of the bid or proposal. Any and all conflicts, discrepancies or ambiguous language reasonably ascertainable from an inspection of the above and the project site that will affect the cost, quality, fit, finish, labor specified or required, equipment and/or materials specified or required, etc., necessary to fully complete the project and make it operational for it’s intended use, must immediately be brought to the attention of the prime/general contractor. The prime/general contractor must immediately notify the Contracting Officer in writing prior to submitting a bid or proposal and request written clarification of the conflict and/or discrepancy.

B. Conflicts, discrepancies and ambiguous language that are inconsistent with the intent as stated above include but are not limited to:

1. Ambiguous notes or statements or drawings or details.

2. Conflicting information on the drawings and/or in the specifications.

3. Errors or inconsistencies in schedules.

4. Dimensional errors.

5. Incomplete notes or dimensions or schedules.

6. Extraneous notes, dimensions or schedules that conflict with the drawings or specifications.

C. Conflicts, discrepancies or ambiguities brought to the attention of the Contracting Officer AFTER award of contract WILL NOT be considered as a basis for a change in the work.

D. The intent of the above paragraphs is to increase the involvement of all persons associated with the project, particularly during the bid or proposal phase. Increased involvement during this phase will enhance the accuracy of the bid or proposal and reduce the potential for issuance of change orders during the construction phase.

1.05 DEFINITIONS:

01 00 00 - 2

A. “Contract Documents": Contract Documents consist of the Contract, drawings and specifications, all addenda issued prior to submission of the bid/proposal and all modifications and/or other directives issued after the award/execution of the contract. The intent of the Contract Documents is to provide the Contractor with all items of work necessary for the proper execution and completion of the project. The items listed are complementary, what is required by one shall be as binding as if required by all. In the event of a conflict between the drawings and the specifications, the specifications shall take precedence over the drawings, unless otherwise noted on the drawings. The Contractor shall perform all work consistent with and reasonably inferable from the Contract Documents as necessary to produce the intended results.

B. “Government”: The government is the United States of America. The government is the owner of the project.

C. “Prime Contractor”: The Prime/General Contractor is the person or entity who is qualified, bonded and insured, and who is responsible for preparing the bid/proposal and submitting it to the government. If the bid/proposal is accepted, the prime contractor will enter into a contract with the government to construct the work in accordance with the Contract Documents. The term “contractor” is used throughout the contract documents, and is synonymous with Prime/General Contractor, and means the contractor or the contractor’s authorized representative.

D. “Subcontractor”: A Subcontractor is a person or entity who prepares and submits a bid/proposal for a portion of the work to the contractor for his use in preparing his bid/proposal. During the construction phase, the subcontractor has a direct contract with the contractor to perform a portion of the work.

E. “Material/Equipment Suppliers”: Material/equipment suppliers are person(s) or entities who prepare and submit a bid/proposal to the contractor for his use in preparing his bid/proposal. During the construction phase, the material equipment supplier has a direct contract with the contractor to provide certain materials or equipment to be incorporated into the work.

F. “Project”: The project is the total construction of the work to be performed under the contract documents and may be the whole or part and which may include construction by the government.

G. “Work”: The term work means the providing of construction services required by the contract documents, and includes all labor, materials, equipment and other incidentals necessary to fulfill the contractor’s obligations. The work constitutes the whole project.

H. “Changes in the Work”: Changes in the work may be accomplished after award of contract without invalidating the contract. Changes in the work shall be based upon a mutual agreement between the contractor and the government. Changes in the work shall be performed under applicable provisions of the contract documents unless otherwise provided for in the change. The time to complete the additional work shall also be a part of the agreement.

1.06 COORDINATION:

A. The prime contractor is responsible for the overall coordination of the project during the bid and or the proposal phase and the construction phase.

1. Coordinate bid and or the proposal phase to assure that all materials, labor, equipment, etc., to be used in the construction of the project and necessary for the completion of the prime contractor’s bid/proposal, as defined in 1.01 above, are included in the bids of the respective suppliers and/or subcontractors work, i.e., civil, architectural, plumbing, HVAC, or electrical.

2. Coordinate construction phase to assure efficient and orderly progression of the work. Coordination shall include, but is not limited to, periodic meetings between the contractor and subcontractors to coordinate the work of each trade one with the other, installation of one part of the work that is dependent on the installation of other components either before or after it's own installation, the materials and equipment needed to properly complete the work and ordering of those materials and equipment, preparation of schedules, layouts and phasing of the work as required to meet the government's stated needs, installation of and removal of temporary facilities, preparation and delivery of submittals including shop drawings, manufacturer’s product data, etc., scheduling of construction activities in the sequence required to obtain the best results, installation of different components within the allotted space to assure maximum accessibility for required maintenance or repair, periodic inspections of the work to assure compliance with the Contract Documents, visual inspections of the work to assure compliance with aesthetic requirements, maintenance and completion of all contract closeout documents including the

01 00 00 - 3 coordination of supporting closeout documents by all subcontractors, maintenance and completion of Construction Data Worksheet, verification of new utility connections to each item of existing and new equipment, verify measurements of existing and new work prior to installation of various components, proper storage of materials at the site particularly items requiring specific environmental conditions, protection of completed new work to minimize damage by other trades, cleaning, correction of punch list items of work after the final inspection, correction of warranty items during the warranty period, etc.

3. The prime contractor, each subcontractor, each equipment or material supplier and others who may be affiliated with the project are individually responsible for field verification of existing and new conditions that will affect their work, including the work of associated trades. Do not order, fabricate or install new items without field verification. Any discrepancy between the actual field dimension(s) and the size shown on the drawings, specifications, shop drawings, manufacturer’s product data, etc. must immediately be brought to the attention of the prime contractor, project inspector and Contracting Officer. The prime contractor shall request written direction from the Contracting Officer.

4. Prior to performing any Site work or work below grade, the Contractor must obtain a completed and signed copy of AF FORM 103, Base Civil Engineering Work Clearance Request.

5. Prior to bringing any lasers on Hurlburt Field, the contractor shall notify the Bio Environmental office 881- 1822 and the Safety Office 884-2610.

B. Individual sections of this specification are taken from the Base Master Specification. Therefore, not all products (materials, equipment, etc.) specified may be required to complete the construction of this project.

In accordance with 1.05 above, the contractor, each subcontractor, equipment and/or material supplier, and others associated with the project, must carefully examine the drawings to determine which products are required to fully complete the work. See paragraph 1.04 Discrepancies.

1.07 CONSTRUCTION DATA WORKSHEET

A. The contractor must complete the checklist attached at the end of this section.

1. Section 1.a. General Data Required: The government will complete Category Code and Facility number.

2. Section 1.b. Systems in Building: All.

1.08 METHODS:

A. The site shall be prepared, maintained, and operated by the contractor throughout the Work.

Such preparation, maintenance, and operation include but are not limited to:

1. Preparation: Prevent damage to all existing construction, existing equipment and furnishings, existing utilities and paved areas, and new items such as recently installed materials and equipment, new stored materials, trees/shrubs/landscape features identified to remain at the site, and privately owned vehicles in and around the work site. The contractor responsible for the damage will be held liable for the repair or replacement of the damaged item as directed by the Contracting Officer.

2. Safety and Security: Occupied and unoccupied facilities must be maintained in a safe manner to prevent the possibility of injury to the occupants and workmen. Upon completion of the days work, the contractor is responsible for securing the facility to prevent unlawful entry to the facility. If the interior of the facility or any equipment or furnishings are damaged due to the contractor's failure to properly secure the facility, the prime contractor and/or the subcontractor responsible for securing the facility will be held liable for the repair of the facility and replacement of the damaged equipment or furnishings as directed by the Contracting Officer.

3. Maintenance: Maintain the site in a neat and orderly manner to include daily trash/debris removal, stacking of material, control of surface drainage, mowing, and road sweeping.

4. Operation: Follow Occupational Safety and Health Administration requirements, US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1, base law enforcement and base fire marshal requirements.

5. Trailers used for storage and/or temporary field offices shall be clean and well maintained and display only the name of the contractor or subcontractor.

1.09 CONSTRUCTION:

A. All work will be of professional quality. Intent of construction includes but is not limited to the following:

1. Utility connections shall be clean and complete. Contractor must request a utility outage from the

Contracting Officer no less than 3 working days prior to a scheduled outage for a single facility, and 14 days for outages affecting multiple facilities.

2. Backfilling and compaction will be performed so settling shall not occur.

01 00 00 - 4

3. All disturbed areas and all new graded areas shall be graded smooth and sodded. Seeding will be permitted only if indicated on the drawings and/or approved by the Contracting Officer. Also, see other applicable sections(s) of the specification.

4. Construction shall be built to minimum industry tolerances unless otherwise noted and shall be square, true to line and grade, plumb and straight. Construct to the dimensions and elevations given on the drawings.

5. Finishes shall be consistent in color and texture, and shall cover all exposed surfaces, including obscure surfaces.

6. All work shall be constructed and/or installed in strict accordance with the manufacturer’s written instructions, copies of which must be included with submittal documents.

7. Road/pavement cuts are not permitted unless approved by the Contracting Officer. If approved, road/pavement cuts must be submitted to the 1Special Operations Civil Engineering Squadron, Programs Flight (1 SOCES/CEP) in writing, two weeks prior to the scheduled road/pavement cut.

8. Under no circumstances will a utility outage or road cut be permitted without the required notification unless the Base Civil Engineer deems it an emergency.

9. Any contractor that connects to a Hurlburt Field fire hydrant for water usage must use an approved backflow preventer and provide proof to the 1 SOCES/CEAN (ASSETT Management Flight) through the Contracting Officer that they are using a certified backflow prevention device. The certificate must be current to within 12 months of the date of connection and through the duration of water usage.

Certification must be by a Certified Backflow Tester certified by the State.

10. Temporary electric power, natural gas and water used by the contractor during construction shall be provided by the government at no cost to the contractor. The contractor shall provide temporary meters for each utility. Each temporary meter shall be read by the contractor monthly on the last working day of the month and submitted to the Hurlburt Field Energy Manager on that same day. At the completion of the project and acceptance by the government, the contractor shall remove the temporary meters and make the final connections to the utility.

1.10 CONSTRUCTION STANDARDS:

A. This project shall be constructed to conform to the latest edition of the following standards.

1. ASTM: American Society for Testing and Materials

2. ACI: American Concrete Institute

3. International Code Council

a. International Building Code

b. International Fuel Gas Code

c. International Mechanical Code

d. International Plumbing Code

e. NFPA: National Fire Protection Association.

f. NEC: National Electric Code

g. Unified Facilities Criteria (UFC) UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings.

h. Unified Facilities Criteria (UFC) UFC 3-600-01, Fire Protection Engineering for Facilities.

i. Americans with Disabilities Act

j. ASCE 7-98

k. 1 Special Operations Civil Engineer Squadron Design & Construction Standards. (Copy in 1 SOCES

Engineering Flight office)

l. Unified Facilities Criteria (UFC) UFC 3-210-10, Low Impact Development.

B. The contractor is required to comply with all aspects of the Federal Aviation Regulation (FAR), Part 77, Objects Affecting Navigable Airspace, for all work associated with this contract. This includes, but is not limited to, the use of any and all equipment used to construct the facility and the facility itself. The contractor is required to obtain all necessary permits including FAA form 7460-1 (latest edition) and provide all necessary notices associated with this requirement. All work within the following areas must be coordinated in writing with the Contracting Officer 21 days in advance of commencement of the work:

1. LATERAL CLEARANCE AREA: A line 1000 feet from and parallel to the centerline of the runway.

2. TAXIWAY SETBACK: A line 200 feet from and parallel to the centerline of any taxiway.

3. APRON SETBACK: A line 125 feet from and parallel to the edge of the aircraft-parking apron.

4. CLEAR ZONE: A line 1500 feet from and parallel to the centerline of the runway beginning at the runway threshold and continuing for a distance of 3000 feet north and south of the ends of the runway.

C. A copy of FAR Part 77, and permit applications may be obtained from:

ARP Division ASO-600

01 00 00 - 5

Federal Aviation Administration P. O. Box 20636 Atlanta, Georgia 30320 Phone 404-3056700

1.11 SUBSTITUTIONS:

A. Throughout these specifications and/or on the drawings one or more "Trade Names" for a product may be listed. When this occurs, all parties agree that the phrases: "or equal," "or approved equal," and "or equal as approved," follow each "Trade Name" listed. The contractor may submit substitute products, meeting the identified salient characteristics (physical and functional), to the Contracting Officer for review and approval. The term “Trade Names” includes Acceptable Manufacturers listed under PART 2 PRODUCTS of the specifications.

B. Approval Required:

1. The Contract is based on the standards of quality established in the Contract Documents.

2. All products proposed for use, including those specified by required attributes and performance shall require approval by the Contracting Officer before being incorporated into the work.

3. Do not substitute materials, equipment, or methods unless such substitution has been specifically reviewed and approved for this Contract by the Contracting Officer.

4. Refer to section 01 60 00 for substitution submittal requirements.

C. Do not assume that materials, equipment or methods submitted, as a substitution, will be approved as equal. The Contracting Officer is the sole interpreter of the Contract Documents.

1.12 ASBESTOS:

A. See section 01 56 00, Environmental Protection

1.13 LEAD BASED PAINT

A. See section 01 56 00, Environmental Protection

1.14 HAZARDOUS MATERIALS AND WASTE

A. See section 01 56 00, Environmental Protection

1.15 CONTRACT PROGRESS REPORT

A. Contractor progress reports shall be made in a timely manner and in accordance with the contract documents.

B. Contractor shall use the Contract Progress Report form at the end of this section. As indicated on the form, all listed items of work may not be applicable to this project. Contractor shall submit completed form to include only those items of work applicable to this project.

C. Item 73, “Close-Out Documents” has been assigned a value of 3%:

1. This amount will be withheld from final payment until such time as all project record documents; "As-Built" drawings, operation & maintenance manuals & data, spare parts & maintenance products, warranties, maintenance service, etc., have been turned over to the government. The withholding of payment is not a penalty but is being done to assure compliance with specification Section 01 70 00 CONTRACT

CLOSEOUT.

2. The government will not provide a final inspection or accept Beneficial Occupancy of the building until all the above documents have been turned over to the government. The contractor and subcontractors are advised to prepare these documents as the work progresses and not wait until the end of the project.

1.16 CONTRACT PROGRESS SCHEDULE

A. The contractor must provide a copy of the Contract Progress Schedule for review by the Contracting Officer and the Construction Manager no later than 5 calendar days after the issuance of the Notice to Proceed. If disapproved, the contractor shall resubmit the revised Contract Progress Schedule within 2 days of the date of the disapproval. The Contract Progress Schedule must be approved within 10 days of the date of the disapproval. No construction work shall start without an approved Contract Progress Schedule.

B. The Contract Progress Schedule must be based on the data in the Contract Progress Report attached to the

01 00 00 - 6 end of the section.

C. In order to satisfy the contract requirements that work commence within 10 days of Notice to Proceed, the contractor may commence the submittal process in accordance with Section 01 33 00.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

01 00 00 - 7

CONSTRUCTION DATA WORKSHEET

1. GENERAL DATA REQUIRED:

A. PROJECT INFORMATION:

Project No.: Contract No.: , Completion Date: _____ Category Code: ___________, Facility No.: ____________, Total Cost: ___________________ Liquidated Damages______________________________. Number of Floors: ______________ General Description: ___________________________________________________________________________

B. SYSTEMS IN BUILDING:

Category Unit of Code Nomenclature Measure Amount Cost Description (If Required)

880-211 Closed Head Auto Sprinkler HD/SF ____/___ _______ ______________________ 880-217 AFFF PA Sprink Sys HD/SF ____/ ___ _______ _________________________ 880-221 Auto Fire Detection System SF/EA ____/ ___ _______ _________________________ (Include Pull Stations) 880-232 Foam Fire System EA ________ _______ _________________________ 872-841 Security Alarm System EA ________ ________ _________________________ 811-147 Electric Emergency Power Generator KW ________ ________ _________________________ Storage Tank for Heating GA ________ ________ _________________________ Or Generator Fuel (Type Fuel) Storage Tank for Heating GA ________ ________ _________________________ 821-115 Heating Plt 750/3500 MB MB ________ ________ _________________________ 821-116 Heating Plt over 3500 MB MB ________ ________ _________________________ Storage Tank for Heating GA ________ ________ _________________________ 890-125 A/C Plt less 5 TN TN ________ ________ _________________________ 890-121 A/C Plt 5 to 25 TN TN ________ ________ _________________________ 826-122 A/C Plt 25 to 100 TN TN ________ ________ _________________________ 826-123 A/C Plt Over 100 TN TN ________ ________ _________________________ 890-126 A/C Window Units SF/TN ____/ ___ ________ _________________________ 824-464 Gas Mains LF ________ ________ _________________________ 844-368 Water Supply, Non-Potable KG ________ ________ _________________________ 852-261 Veh. Parking (Ops) SY ________ ________ _________________________ 852-262 Veh. Parking (Non-Org) SY ________ ________ _________________________ 132-133 Pad, Equip SY ________ ________ _________________________ 132-134 Ant. Spt Stru EA ________ ________ _________________________ 890-272 EMCS Field Equip EA ________ ________ _________________________ 812-223 Prim Dist Line OH LF ________ ________ _________________________ Transformers KV ________ ________ _________________________ 812-224 Sec Dist Line OH LF ________ ________ _________________________ 812-225 Prim Dist Line UG LF ________ ________ _________________________ 812-226 Sec Dist Line UG LF ________ ________ _________________________ 812-926 Exterior Lighting EA ________ ________ _________________________ (Street or Parking area Lights) 812-928 Traffic Lights EA ________ ________ _________________________ 831-157 Industrial Waste Fuel Spill Collection (Oil/Fuel) KG ________ ________ _________________________ 831-169 Sewage Septic Tank KG ________ ________ _________________________ (Facility # it supports) 832-266 Sanitary Sewer Main LF ________ ________ _________________________ 832-267 Sanitary Sewage Pump Station SF ________ ________ _________________________ 842-245 Water Dist Mains LF ________ ________ _________________________ 843-314 Fire Protection Water Main LF ________ ________ _________________________ 843-315 Fire Hydrants EA ________ ________ _________________________ 851-143 Curbs & Gutters SY ________ ________ _________________________ (Transition between Road & Parking lot)

01 00 00 - 8

C. RELATED FACILITIES:

Category Code Nomenclature UM Amount Cost _ Description (If Reqd.)

851-145 Driveway SY ________ ________ __________________ 851- 147 Road SY ________ ________ __________________ 871-183 Storm Drain Disposal LF ________ ________ __________________ 872-245 Fence, Boundary LF ________ ________ __________________ 872-247 Fence, Security LF ________ ________ __________________ 872-248 Fence, Interior LF ________ ________ __________________ 852-289 Sidewalk SY ________ ________ __________________ 890-269 Cathodic Protection Sys EA ________ ________ __________________ 890-181 Utility Line Duct-Elec LF ________ ________ __________________ 890-181 Utility Line Duct-Comm LF ________ ________ __________________ 890-158 Load and Unload Platform EA ________ ________ _________________ 832-255 Industrial Waste Main LF ________ ________ __________________

This checklist includes only the basic general construction category codes. More detailed category code listing information is available through the Real Property office, 884-6167.

01 00 00 - 9

CONTRACT PROGRESS REPORT

CONTRACTOR ADDRESS

REPORT

NO.

PERIOD COVERED PROJECT NO. / TITLE

FROM TO

CONTRACT AMOUNT CONTRACT NO. COMPLETION DATE

NOTE:

ALL ITEMS LISTED MAY NOT BE APPLICABLE TO THIS PROJECT. CONTRACTOR SHALL SUBMIT COMPLETED FORM TO

INCLUDE ONLY THOSE ITEMS THAT ARE APPLICABLE TO THIS PROJECT.

LINE

NO.

WORK ELEMENTS % OF TOTAL

JOB

% COMPLETED

THIS PERIOD

% COMPLETE

CUMULATIVE

1 MOBILIZATION

2 DEMOLITION - ARCHITECTURAL

3 ASBESTOS / LEAD ABATEMENT

4 SITE PREPARATION

5 SITE UTILITIES

6 SITE IRRIGATION SYSTEM

7 SITE FINISH GRADING

8 SITE LANDSCAPING

9 ASPHALT PAVING / BASE

10 CONCRETE CURB / GUTTER

11 CONCRETE BUILDING SLAB / VAPOR BARRIER

12 CONCRETE WALKS / LANDINGS

13 CONCRETE FOOTINGS

14 CONCRETE BEAMS / COLUMNS

15 MASONRY FOUNDATIONS

16 MASONRY SCREENWALLS

17 MASONRY VENEER

18 STRUCTURAL STEEL

19 MISCELLANEOUS METALS / HANDRAILS / GRATES

20 WOOD AND PLASTICS

21 WALL INSULATION

22 ROOF INSULATION

23 EIFS

24 WINDOWS

25 EXTERIOR DOORS

26 STOREFRONT

27 OVERHEAD COILING DOORS

28 INTERIOR DOORS

29 HARDWARE

30 EXTERIOR METAL STUDWALLS / SHEATHING

31 INTERIOR METAL STUDWALLS / SHEATHING

32 PAINTING

33 WALL COVERING

34 TOILET ACCESSORIES

35 TOILET PARTITIONS / URINAL SCREEN

36 SIGNAGE

37 RAISED ACCESS FLOOR

01 00 00 - 10

LINE

NO.

WORK ELEMENTS % OF TOTAL % THIS PERIOD % CUMULATIVE

38 PRE-ENGINEERED METAL BUILDING (PEMB)

39 PEMB ROOF / FASCIA

41 ELEVATORS / CONVEYING SYSTEMS

42 DEMOLITION - MECHANICAL / PLUMBING

43 NEW WATER / SEWER / NATURAL GAS SERVICE

44 PLUMBING ROUGH-IN UNDER SLAB

45 HVAC ROUGH-IN UNDER SLAB

46 PLUMBING ROUGH-IN ABOVE SLAB

47 PLUMBING FIXTURE / TRIM-OUT

48 COMPRESSED AIR SYSTEM

49 PIPE AND DUCT INSULATION

50 DUCTWORK

51 HYDRONIC PIPING

52 FIRE SUPPRESSION

53 HVAC EQUIPMENT

54 GRILLES / DIFFUSERS/ TRIM-OUT

55 CONTROLS

56 TEST AND BALANCE

57 DEMOLITION - ELECTRICAL

58 ELECTRIC SERVICE TEMPORARY

59 TRANSFORMER

60 PRIMARY OVERHEAD ELECTRIC SERVICE

61 PRIMARY UNDERGROUND ELECTRIC SERVICE

62 SECONDARY OH ELECTRIC SERVICE

63 SECONDARY UG ELECTRIC SERVICE

64 ELECTRIC ROUGH-IN

65 COMM / LAN ROUGH-IN

66 FIRE DETECTION ROUGH-IN

67 FIRE DETECTION EQUIPMENT / TRIM-OUT

68 COMM / LAN TRIM-OUT

69 ELECTRIC FIXTURES / TRIM-OUT

70 EXTERIOR LIGHTING

71 BONDING

72 DEMOBILIZATION

73 CLOSE-OUT DOCUMENTS 3%

TOTAL

SCHEDULED AMOUNT THIS BILLING

TOTAL BID AMOUNT: SCHEDULED: ACTUAL:

INSPECTOR SIGNATURE: CONCUR NOT CONCUR (CIRCLE)

PROGRESS OR COMPLETION CERTIFICATE

I HEREBY CERTIFY THAT THE CONTRACTOR HAS SATISFACTORILY COMPLETED THE INDICATED PERCENTAGE OF THE CONTRACT SPECIFICATIONS

SUBMITTED BY OR FOR

CONTRACTOR: BASE CIVIL ENGINEER:

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

01 09 00 - 1

SECTION 01 09 00 REFERENCE STANDARDS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Applicability of Reference Standards.

B. Provision of Reference Standards at site.

C. Source and acronyms used for Reference Standards in Contract Documents.

1.02 APPLICABILITY OF REFERENCE STANDARDS

A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The publications listed in the various specification sections form a part of the specification to the extent referenced. The publications are referred to in the text by basic designation only.

C. Use the latest standard, except when a specific date is specified.

D. Disregard payment provisions contained in any portion of the referenced specifications and standards.

E. If the specified reference standard(s) conflicts with the Contract Documents, request clarification from the Contracting Officer before proceeding.

1.03 PROVISION OF REFERENCE STANDARDS AT SITE

A. When required by individual specifications sections, obtain a copy of the standard. Maintain a copy at the jobsite during submittals, planning, and progress of the specific work until completion.

1.04 ABBREVIATIONS & NAMES

A. Where acronyms or abbreviations are used in the specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization, and authority having jurisdiction or other entity applicable. Refer to “Encyclopedia of Associations” published by Gale Research Co., available in most libraries.

1.05 SOURCE FOR REFERENCE STANDARDS

AAMA American Architectural Manufactures Association 1827 Walden Office Square, Suite 550 Schaumburg, IL 60173-4268

AASHTO American Association of State Highway and Transportation Officials 444 N. Capital St., NW, Suite 249 Washington, DC 20001

ACI American Concrete Institute P.O. Box 19150 Detroit, MI 48219

ACPA American Concrete Pipe Association 8300 Boone Blvd., #400 Vienna, VA 22182

AWPA American Wood Protection Association P.O. Box 361784 Birmingham, AL 35236-1784

AF&PA American Forest and Paper Association

01 09 00 - 2

111 Nineteenth Street, NW, Suite 800 Washington, DC 20036

AISI American Iron and Steel Institute

25 Massachusetts Avenue, NW Suite 800 Washington, DC 20001

AISC American Institute of Steel Construction One East Wacker Drive, Suite 700 Chicago, IL 60601-1802

AITC American Institute of Timber Construction

7012 S. Revere Parkway Suite 140 Centennial, CO 80112

ALSC American Lumber Standard Committee

P.O. Box 210 Germantown, MD 20875-0210

ANSI American National Standards Institute 11 West 42nd St.

New York, NY 10036

APA/EWA APA – The Engineered Wood Association

Order From:

http://www.apawood.org

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Reston, VA 20191-4400

ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers 1791 Tullie Circle, N. E Atlanta, GA 30329

ASNT American Society for Non-destructive Testing 4153 Arlingate Plaza Columbus, OH 43228-0518

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

AWI Architectural Woodwork Institute

46179 Westlake Drive, Suite 120 Potomac Falls, VA 20165-5874

AWPA American Wood Protection Association

P.O. Box 361784 Birmingham, AL 35236-1784

AWS American Welding Society P.O. Box 351040 Miami, FL 33135

AWWA American Water Works Association 6666 West Quincy Denver, CO 80235

BHMA Builders Hardware Manufacturers Association http://www.apawood.org/

01 09 00 - 3

355 Lexington Avenue, 15th Floor New York, NY 10017

CFR Code of Federal Regulations Order from:

Superintendent of Documents Government Printing Office Washington, DC 20402-9371

CISCA Ceilings and Interior Systems Construction Association 405 Illinois Avenue, 2B St. Charles, IL 60174

CRI The Carpet and Rug Institute P.O. Box 2048 Dalton, GA 30722-2048

CRSI Concrete Reinforcing Steel Institute 933 No. Plum Grove Rd.

Schaumburg, IL 60173-4758

CS United States Department of Commerce Standard Order from:

National Technical Information Service 5285 Port Royal Rd.

Springfield, VA 22161

DHI Door and Hardware Institute 14150 Newbrook Dr.

Chantilly, VA 20151

EIMA EIFS Industry Members Association 2600 N.W. Lake Rd.

Camas, WA 98607-8542

FAA Federal Aviation Administration Department of Transportation Order from:

Superintendent of Documents Government Printing Office Washington, DC 20402-9371 For documents offered at no cost, order from:

Dept. of Transportation

ATTN: M443.2

400 Seventh St., SW Washington, DC 20590

FDOT Florida Department of Transportation Order from:

http://www.dot.state.fl.us/mapsandpublications/

FM FM Global 270 Central Avenue P.O. Box 7500 Johnston, RI 02919-4923

FS Federal Specifications Order from:

Standardization Documents Order Desk http://www.dot.state.fl.us/mapsandpublications/

01 09 00 - 4

Bldg 4, Section D 700 Robbins Ave.

Philadelphia, PA 19111-5094

FSC Forest Stewardship Council 212 Third Avenue North, Suite 504 Minneapolis, MN 55401

FTM-STD Federal Test Method Standards Order from:

Standardization Documents Order Desk Bldg 4, Section D 700 Robbins Ave.

Philadelphia, PA 19111-5094

GA Gypsum Association 6525 Belcrest Road, Suite 480 Hyattsville, MD 20782

GC Green Seal 1001 Connecticut Avenue, NW Suite 827 Washington, DC 20036-5525

MS Military Specifications (MILSPEC) Standardization Documents Order Desk Bldg 4, Section D 700 Robbins Ave.

Philadelphia, PA 19111-5094

MSS Manufacturers’ Standardization Society of the Valve and Fittings Industry 127 Park St., NE Vienna, VA 22180

NAAMM National Association of Architectural Metal Manufacturers 800 Roosevelt Rd, Bldg. C, Suite 312 Glen Ellyn, IL 60137

NBS National Bureau of Standards (U. S. Department of Commerce) Gaithersburg, MD 20234

NEMA National Fire Protection Association 1 Batterymarch Park Quincy , MA 02169-7471

NFPA American Wood Protection Association P.O. Box 361784 Birmingham, AL 35236-1784

NIOSH National Institute for Occupational Safety and Health (Centers for Disease Control and Prevention) Order From:

http://www.cdc.gov/niosh/docs/203-154/method-cas1.html

OSHA Occupational Safety and Health Administration (U.S. Department of Labor) Order from:

Superintendent of Documents Government Printing Office

01 09 00 - 5

Washington, DC 20402-9371

SCAQMD South Coast Air Quality Management District

21865 Copley Drive Diamond Bar, CA 91765

SCS Scientific Certification Systems 2000 Powell Street, Suite 600 Emeryville, CA 94608

SDI Steel Deck Institute P.O. Box 25 Fox River Grove, IL 60021

SJI Steel Joist Institute 234 W. Cheves Street Florence, SC 29501

SMACNA Sheet Metal and Air Conditioning Contractors’ National Association 4201 Lafayette Center Drive Chantilly, VA 20151-1219

SPIB Southern Pine Inspection Bureau P.O. Box 10915 Pensacola, FL 32524-0915

SSMA The Steel Stud Manufacturers Association 35 East Wacker Drive, Suite 850 Chicago, IL 60601-2106

SSPC The Society for Protective Coatings

40 24th Street 6th Floor Pittsburgh, PA 15222

TCNA Tile Council of North America 100 Clemson Research Blvd.

Anderson, SC 29625

UL Underwriters Laboratories, Inc.

2600 N.W. Lake Rd.

Camas, WA 98607-8542

PART 2 - PRODUCTS: NOT USED.

PART 3 - EXECUTION: NOT USED.

01 10 00 - 1

SECTION 01 10 00: SUMMARY OF WORK

PART 1 GENERAL

1.01 WORK INCLUDED:

A. The contractor shall furnish all labor, materials, tools, supervision and equipment and perform all operations necessary to accomplish all work complete in place, as shown on the drawings, specified herein, or as needed to construct Repair 12.47 KV Electrical Basewide.

1.02 JOB DESCRIPTION:

A. The work to be performed includes, but is not necessarily limited to, the following principal features:

1. Base Bid will include removing the existing primary pole line on Golf Course Road and installing a new underground distribution system, remove the existing primary pole line near Kerwood Road and installing a new underground distribution system, removing the existing underground primary system crossing the wetlands on the south side of Highway 98 and installing a new underground distribution system routed around the wetlands, and upgrading the primary tie between Feeder A and Feeder D near the entrance into the Munitions Storage Area.

2. Bid Option # 1 will include increasing the feeder size for Feeder A running north to south along Tully Street.

3. Bid Option # 2 will include increasing the feeder size for Feeder D running east to west along Tully Street.

4. Bid Option # 3 will include upgrading Feeder F from just south of the Main Substation to a point near the intersection of Terry Street and Independence Avenue.

1.03 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site to allow Owner visitation and inspection.

B. The contractor and subcontractors are permitted to use existing utilities available at the site. Use is subject to approval by the Contracting Officer. The 1 Special Operations Civil Engineering Squadron must approve all connections. Connection to existing water mains must utilize a backflow preventer, certified within the 12 months prior to use on base.

1.04 DISPOSAL

A. All scrap materials and debris shall be disposed of in an on- site dumpster. When full, it shall be emptied at a legally approved dumpsite off- base. It shall be the responsibility of the contractor to provide the dumpster and for the selection of the dumpsite. Provide Contracting Officer with name(s) of waste disposal company and approved dumpsite.

1.05 STORAGE AREA

A. Contractor lay-down/materials storage site shall be as shown on the drawings or as approved by the

Contracting Officer.

B. A minimum of a 6 foot high temporary visual barrier shall surround the area.

C. The area must be maintained in a reasonably clean manner. All empty boxes, paper and trash must be deposited in the on-site construction dumpster.

1.06 SAFETY

A. The pertinent sections of the following publications are applicable to all work on this project.

1. U.S. Army Corps of Engineers: EM 385-1-1, Safety and Health Requirements Manual.

2. Air Force Instruction (AFI) 91-202.

3. AFOSH Standard 48.139. See Specification Section 01 00 00 General Requirements paragraph 1.06.A.5.

1.07 HAUL ROUTE AND LITTER

A. The Contractor shall utilize only the designated haul route for the project for access to and from the site as shown on the Drawings.

1.08 USE OF BARGE AREA

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A. Use of the barge off loading area is not allowed except as approved, in writing, by the Contracting Officer.

Contractor must request usage of the barge site, in writing, to the Contracting Officer a minimum of 30 days prior to expected deliveries. Contractor must also submit a schedule of all deliveries. Under no circumstances should the contractor assume such requests will be approved. Contractor should plan to have materials delivered by other means.

B. If usage of the barge site is approved, the contractor must meet the following requirements:

1. Crane boom height cannot exceed eighty (80) feet from mean water elevation.

2. Crane boom must have a red flag and an operational blinking obstruction light.

3. Contractor will be responsible for surrounding water quality per the State of Florida Regulations.

Prior to delivery of any barge/crane or tug, contractor must install full-depth turbidity barriers both east and west of the site to extend beyond limits of off loading operations.

4. Off loading operations will be during daylight hours only. Operations will not start before 0700 (7:00 AM) and boom must be lowered to deck height by 1700 hours (5:00 PM) each day.

5. Contractor is required to provide the name and number of a responsible party, and contact information of the tug/crane operator at site to both of the following:

a. The Contracting Officer.

b. Hurlburt Tower: Hurlburt Tower – 884-4795. (If tower cannot be contacted notify the Airfield

Manager – 884-4491.

6. Upon notification of inclement weather, off loading operations must cease and the boom lowered to deck height. Do not raise boom until cleared by the Hurlburt Tower. All barges and equipment must be secured. Upon notification of Hurcon conditions, the contractor must remove all barges, cranes, tugs, and associated equipment from the site. The government will not be responsible for any delays or costs associated to weather.

7. If notified to do so by the Contracting Officer or Hurlburt Tower, operations must cease and the boom lowered to deck height. Under no circumstances should the boom be raised until cleared by the notifying authority. The government will not be responsible for any associated delays or costs.

C. If these requirements cannot be met, the contractor is prohibited from using the barge site. Failure to adhere to these requirements during operations will result in immediate revocation of site use at no expense to the government. Site must be maintained per specifications and contractor will be responsible for any and all clean-up after operations.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.01 INSPECTION

A. The contractor shall accomplish work in an orderly progression of steps to satisfy the performance requirements of this specification.

3.02 HOURS OF WORK

A. The normal hours of a workday shall be between 7:00 A.M. and 4:00 P.M., Monday through Friday, except holidays and observed holidays. The contractor may elect, at his option, to work hours other than normal duty hours if approved by the Contracting Officer. All work time, other than normal working days, shall be requested in writing, 3 days in advance.

3.03 PHOTOGRAPHS

A. The contractor will take before and after photographs of the work. "Before" photos will be submitted before the start of work. "After" photos will be submitted before the acceptance of the work. A minimum of 24 photos of each will be required. Photos must show exterior and interior areas of the building that are to receive the new work. The intent is to show the amount of change. Photos may be submitted by the Air Force for design and construction awards. All photos taken shall be in digital format and submitted on CD. Submit one copy of before and after photos.

3.04 QUALITY CONTROL

A. The contractor shall establish and maintain quality control to assure compliance with Contract Documents, and maintain records of his quality control for materials, equipment and construction operations.

3.05 CONSTRUCTION LAYOUT & VERIFICATION:

01 10 00 - 3

A. The contractor shall employ a Florida Registered Land Surveyor to layout the building and other site features in accordance with the drawings. Potential problems that will affect the site geometry shall immediately be brought to the attention of the Contracting Officer.

B. Horizontal and Vertical Control shall conform to Hurlburt Field Datum: Horizontal NAD-83; Vertical NAVD-88.

C. Upon completion of the project and prior to the submission of the "As-Built" drawings (See Section 01 70 00 Contract Closeout), the contractor shall employ a Florida Registered Land Surveyor to perform the following Horizontal Control by use of Global Positioning Satellite (GPS) to sub-meter accuracy, and Vertical Control using the above datum.:

1. Location of building corners.

2. Buried water mains, sanitary and/or storm water sewers including all valves, cleanouts, horizontal turns, etc.

3. Elevations at top of manhole(s), lift stations, storm water structures or similar above ground structures.

4.

5.

Invert elevations of all manholes and stub-outs intended for future connections to the system.

New above ground electrical features, to include but not limited to, primary junction cabinets, transformers, switches, etc. along with underground borings.

3.06 WARRANTY INSPECTION

A. A warranty inspection will be held thirty (30) days prior to the expiration of the contractor’s one-year warranty.

The inspection will be held at the project site. Those in attendance shall include the contractor, the Contracting Officer, the project inspector, and the occupant. The purpose of this inspection will be to identify current or re-occurring problems associated with the project and past warranty calls and corrective action taken to remedy them. The contractor shall contact the Contracting Officer to determine the date of the inspection. The Contracting Officer shall contact the appropriate government agencies and confirm the date the inspection is to take place.

B. A list of problems identified at the inspection will be provided to all those in attendance. All problems must be corrected to the satisfaction of the government prior to the expiration of the warranty

01 33 00 - 1

SECTION 01 33 00: SUBMITTALS

PART l GENERAL

1.01 WORK INCLUDED:

A. Throughout the Contract Documents, the minimum acceptable quality of workmanship and materials has been defined by manufacturer's name and catalog number, reference to recognized industry and Government standards, or description of required attributes and performance.

B. Make all submittals required by the Contract Documents in a timely manner to allow construction of the building within the allotted performance time.

1. Long lead items such as pre-engineered metal building systems, electrical and mechanical systems, special equipment, etc. must be submitted within 15 days of Notice to Proceed.

2. All submittals must be made within 45 days of Notice to Proceed.

3. Late submittals that result in delayed delivery of materials and equipment, which will affect the completion and acceptance of the building by the government, will not be a justification for a time extension.

4. Revise, submit and/or resubmit (submittals) as necessary to establish compliance with the specified requirements.

1.02 QUALITY ASSURANCE:

A. Coordination of Submittals: Prior to each submittal, carefully review and coordinate all aspects of each item being submitted and verify that each item and the submittal for it conforms in all respects with the requirements of the Contract Documents. By affixing his signature to each submittal, the contractor certifies that this coordination and verification has been performed.

B. Certificates of Compliance:

1. Certify that all materials used in the work comply with all specified provisions thereof. Certification shall not be construed as relieving the contractor from furnishing satisfactory materials if, after tests are performed on selected samples' the material is found to not meet specific requirements.

2. Show on each certification the name and location of the work, name and address of contractor, quantity and date or dates of shipment or delivery to which the certificate applies, and name of the manufacturing or fabricating company. An officer of the manufacturing or fabrication company shall sign certificates.

3. In addition to the above information, all laboratory test reports submitted with Certificates of Compliance shall show the date or dates of testing, the specified requirements for which testing was performed, and results of the test or tests.

PART 2 PRODUCTS

2.01 SHOP DRAWINGS AND COORDINATION DRAWINGS:

A. Shop Drawings: Make all shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the work.

2.02 MANUFACTURER'S LITERATURE:

A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly indicate which portion of the contents is being submitted for review.

PART 3 EXECUTION

3.01 IDENTIFICATION OF SUBMITTALS:

A. General: Consecutively number all submittals.

B. Internal Identifications: On at least the first page of each copy of each submittal and elsewhere as required for positive identification, clearly indicate the submittal number in which the item was included.

C. Indicate FTEV Number, Project Title and Contract Number

01 33 00 - 2

3.02 COORDINATION OF SUBMITTALS:

A. General: Prior to submittal for approval, use all means necessary to fully coordinate all material including, but not necessarily limited to:

1. Determine and verify all interface conditions, catalog numbers and similar data.

2. Coordinate with other trades as required.

3. Clearly indicate all deviations from requirements of the Contract Documents.

B. Grouping of submittals: Unless otherwise specified,…