Specs XTLF19 1020 and XTLF19 1024.pdf

SPECIFICATIONS

FOR

XTLF 19-1020 REPAIR CATM – B901

XTLF 19-1024 Renovate Firing Range – B903

VANCE AIR FORCE BASE, OKLAHOMA

20 MAY 2020

CONSTRUCTION SPECIFICATIONS

Prepared By

ASRC FEDERAL

CIVIL ENGINEERING

140 Channel St Enid, Oklahoma 73705

SECTION AND TITLE PAGE NUMBER

000115 - LIST OF DRAWING SHEETS 1

010000 - GENERAL PROVISIONS 3

011000 - SUMMARY OF WORK 17

011001 - SCHEDULE F (Rev06142019) 21

012200 - UNIT PRICES 22

012201 - Schedule C 24

012500 - SUBSTITUTION PROCEDURES 25

012600 - CONTRACT MODIFICATION PROCEDURES 29

012900 - PAYMENT PROCEDURES 31

013100 - PROJECT MANAGEMENT AND COORDINATION 33

013200 - CONSTRUCTION PROGRESS DOCUMENTATION 39

013300 - SUBMITTAL PROCEDURES 43

013301 - HAZARDOUS MATERIAL INVENTORY 51

013516 - ALTERATION PROJECT PROCEDURES 57

014000 - QUALITY REQUIREMENTS 64

016000 - PRODUCT REQUIREMENTS 72

016100 - MATERIALS & EQUIPMENT 76

017000 - CONTRACT CLOSEOUT 78

017300 - EXECUTION 84

017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 92

017700 - CLOSEOUT PROCEDURES 98

024119 - SELECTIVE DEMOLITION 104

026100 - ENVIRONMENTAL PROTECTION 114

028214 - ASBESTOS CONTROL 120

033000 - CAST-IN-PLACE CONCRETE 128

042200 - CONCRETE UNIT MASONRY 140

054000 - COLD FORMED METAL FRAMING 148

061000 - ROUGH CARPENTRY 154

064113 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS 158

072100 - THERMAL INSULATION 163

081213- HOLLOW METAL FRAMES 166

081416 - FLUSH WOOD DOORS 170

087100 - DOOR HARDWARE 175

090190.52 - MAINTENANCE REPAINTING 179

092900 - GYPSUM BOARD 187

093013 - CERAMIC TILING 192

093050 - TILE AND SHOWER ACCESSORIES 198

096513 - RESILIENT BASE AND ACCESSORIES 202

096519 - RESILIENT TILE FLORRING 205

099123 - INTERIOR PAINTING 208

INDEX

SECTION AND TITLE PAGE NUMBER

101423.16 - ROOM IDENTIFICATION PANEL SIGNAGE 212

102800 - TOILET BATH AND LAUNDRY ACCESSORIES 216

105123 - PLASTIC LAMINATE CLAD LOCKERS 220

123661.16 - SOLID SURFACE COUNTERTOPS 225

220553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 226

220719 - PLUMBING PIPING INSULATION 230

221116 - DOMESTIC WATER PIPING 247

221316 - SANITARY WASTE AND VENT PIPING 254

221319.13 - SANITARY DRAINS 263

223300 - ELECTRIC DOMESTIC WATER HEATER 266

224213.13 - COMMERCIAL WATER CLOSETS 271

224216.13 - COMMERCIAL LAVATORIES 275

224223 - COMMERCIAL SHOWERS 279

224713 - DRINKING FOUNTAINS 282

235113.16 - VENT DAMPERS 285

260519 - LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 286

260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 291

260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 293

260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 296

260544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING302

260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS 305

260923 - LIGHTING CONTROL DEVICES 311

262726 - WIRING DEVICES 315

265119 - LED INTERIOR LIGHTING 322

265213 - EMERGENCY AND EXIT LIGHTING 329

271116 - COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES 334

XTLF 19-1024 RENOVATE FIRING RANGE – B903

29 May 2020 LIST OF DRAWING SHEETS 00 01 15

SECTION 00 01 15 - LIST OF DRAWING SHEETS

1.1 LIST OF DRAWINGS

A. Drawings: Drawings consist of the Contract Drawings and other drawings listed on the Table of Contents page of the separately bound drawing set, as modified by subsequent Addenda and Contract modifications.

List of Drawings: Drawings consist of the following Contract Drawings and other drawings of type indicated:

1. G001 Title, Index & Coordination

2. G002 Project Location & Haul Route

3. C101 Civil Site Plan

4. C301 Civil Sections

5. C501 Civil Details

6. S101 F903 Infill at CMU Wall Opening

7. I101 Composite Floor Plan at B901 And B903

8. I102 901 Work Area Plan

9. I201 Interior Elevations at B901

10. I301 B901 Wall Sections

11. I401 Enlarged Plan at Dressing Area and Shower

12. I501 B901 Details

13. I601 Schedules

14. P101 Plumbing Plan

15. M101 Mechanical Plan

16. E001 Electrical Notes and Legend

17. E101 Power Plan

18. E102 Lighting Plan

19. E601 Schedules and Details

END OF DOCUMENT 00 01 15

29 May 2020 LIST OF DRAWING SHEETS 00 01 15

THIS SHEET INTENTIONALY LEFT BLANK

29 May 2020 GENERAL PROVISIONS 01 00 00

SECTION 01 00 00 - GENERAL PROVISIONS

PART 1 - GENERAL

1.1 SCHEDULE OF WORK

A. Contractor shall complete work on this contract with minimum interference to normal functions around this area.

B. Contractor shall be responsible for establishing a schedule to meet construction time.

C. For this contract, the Contractor shall perform the work according to Schedule “F” attached after this Section.

1) Restroom fixture change outs.

2) Construct new laundry and dressing/shower room.

3) Fill in opening at range with CMU block

4) Replace sidewalks at entrance

5) Repair drainage around building

D. Contractor shall develop, and submit for approval a Critical Path Method (CPM) schedule indicating all work activities including required interruptions of utilities, facilities activities, traffic flow, etc.

E. Contractor shall coordinate his work with the Construction Manager to avoid interference with necessary activities within and adjacent to the construction site. The Contractor shall coordinate the work of all trades to prevent any conflicts. The Contractor before proceeding with the construction shall resolve any conflicts of components.

F. The Contractor shall conduct his work so the Government property and personnel, other personnel, and work areas shall be protected at all times from inconvenience, damage of any nature, or injury caused by this work until completion of the contract.

1.2 WORKING HOURS

A. Working Hours: 08:00 to 15:45. Additional hours and weekends shall be requested through the construction manager.

B. Contractor shall have all materials for his work delivered during normal working hours and shall have a representative present to receive shipments. The contractor shall be particularly aware that all delivery vehicles are subject to inspection and must have sufficient information as to project’s location. This includes name and address of the project site and name of prime contractor and a point of contact for delivery.

C. Contractor is responsible for obtaining passes to enter the installation. The contractor shall coordinate with Construction Manager to obtain approval and documentation for application of passes/ID.

D. Contractor shall perform all work during normal working hours except as otherwise approved to accommodate agreed upon “shut-downs” and other required “after hours” work. At no time shall any facility have their services or utilities disrupted during normal working hours without prior approval from the Construction Manager.

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1.3 DIRECTIONAL HAUL ROUTE

A. Haul route is designated on Sheet G002, any alterations to route shall be directed from or approved by the Construction Manager.

1.4 CONTRACTOR QUALITY ASSURANCE

A. Contractor shall be responsible for the quality of all completed work. Contractor shall guarantee each entire system and each element thereof against any defect due to faulty workmanship, design, or material.

B. In the event of damages of any nature caused by this work (including maintenance and warranty operations) due to improper protection, precaution, or safety measures, such damages shall be repaired or such property shall be replaced by the Contractor at no expense, cost, or charge to the Government.

C. In the event the Contractor does not satisfactorily repair or replace such damage caused by the work of the contract, the Government reserves the right to make the necessary corrections and deduct from the contract price the cost to the Government for inconveniences, labor material, etc. involved.

D. At final acceptance, deliver to the Construction Manager all warranties with terms extending beyond the one-year guarantee period, each warranty instrument being addressed to the Construction Manager and stating the commencement date and term.

1.5 CONSTRUCTION SAMPLING AND TESTING

A. Contractor shall be responsible for ordering the testing of all construction materials used in the construction of this project and the testing of all construction processes. The testing requirements are identified in each section of the specifications. All tests, test samples and test reports shall be performed by a certified commercial testing laboratory and at the Contractor’s expense.

B. Testing laboratory submitted must be licensed to operate in the State of Oklahoma. The laboratory certification shall be submitted to the Construction Manager for approval.

C. The testing laboratory shall be required to process tests and test results in a timely manner.

After each individual test is completed, the Construction Manager, shall receive the PDF copy of the test results not later than 24 hours after completion of each test.

D. All reports submitted shall contain the Project identification name and number, date of test, type of testing, location of sampling of materials or completed work in the project, name of technician performing the test.

1.6 SPECIAL SAFETY REQUIREMENTS FOR USE OF NUCLEAR DENSITY TEST EQUIPMENT

A. The following information shall be provided in writing by the Commercial testing laboratory:

1. A description of the proposed tests.

2. The name (s) and qualifications of individual (s) who will be using the equipment.

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3. A copy of the applicable NRC agreement or State license.

4. A copy of the license application or pertinent parts thereof.

5. A list of safety procedures for protection of himself and others in the area from the radioactive material.

1.7 PROVIDED SERVICES AND UTILITIES

A. Water: All reasonable required amounts of water will be made available to the Contractor from the overhead fill stand. The overhead water fill stand is located at the south end of the Vance Air Force Base near building number 925. It will be the Contractor's responsibility to furnish all required vehicles to transport water to the job site from the overhead fill stand.

B. Electricity: All reasonable required amounts of electric power will be made available to the Contractor by Contracting Administrator from the nearest suitable and available connection. The Contractor will furnish all connectors, switches, conductors and other required equipment to provide electricity at the job site from the approved Contracting Administrator source. All electrical equipment and conductors used by the Contractor within 50 feet of any fuel pipes or storage tanks shall be approved for use in Class 1, Division 1, Group C, hazardous areas.

Contractor shall provide safety protection and precautions for any electrical exposure.

C. Whenever the Contractor uses portable electrical tools or equipment in an outside location or in an interior wet location where floor is conductive such as concrete, the Contractor shall provide and use a portable ground fault circuit interrupter (GFCI). This shall apply wherever electric power is supplied through Government-controlled facilities. The Contractor shall be responsible for maintaining the GFCI in operating condition and testing it before each use.

1.8 INVENTORY OF INSTALLED PROPERTY

A. A list of that equipment, which requires electrical power or fuel or, requires removal or replacement shall be made and kept up to date as installed. The list should be in the following format.

1. Description

2. Manufacturer Model or Catalog Number

3. Model and Serial Number

4. Size or Capacity

5. Net inventory costs

B. The final list shall be completed on a form provided by and turned over to the Construction Manager two weeks before to pre-final inspection.

1.9 INSPECTION

A. The work will be conducted under the general direction of the Construction Manager and is subject to the inspections of the appointed construction management inspectors to ensure strict compliance with the terms of the contract.

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1.10 UNDERGROUND UTILITIES

A. Plans and specifications were prepared using the best available information on utility locations.

Any underground utilities within the work areas will initially be located and identified with paint markings on the surface by base personnel. The Contractor shall maintain utility paint markings after base personnel have located them. The Contractor shall not begin any below grade work until he or she has an approved Air Force Form 103, BASE CIVIL ENGINEERING WORK

CLEARANCE REQUEST.

B. After the Contractor requests a digging permit, the Contractor shall allow up three weeks for base personnel to process the permit. After obtaining the completed Air Force Form 103, the Contractor shall expose all utility lines marked in the area (s) of construction by HAND DIGGING ONLY. Hand excavation shall extend a minimum of 24 inches either side of the identifying mark and from existing grade down to the utility line or electrical conduit. The Contractor shall not use any mechanical digging equipment of any kind within this area until each individual utility has been exposed.

C. Any underground communication lines, utilities, drainage systems, that were properly located and identified with paint markings by base personnel and are damaged shall be repaired by the Contractor. The Contractor shall also repair any drainage and utility manholes, adjacent pavement, structures and fences. The Contractor shall be responsible for contracting and paying for all services required repairing of any items damaged. Repairs and restoration of communication lines and/or utilities shall be made before the Contractor leaves the project at the end of the workday in which the interruption takes place. Any items damaged by the Contractor shall be replaced and/or repaired as directed by the Construction Manager.

1.11 UTILITY/ALARM SERVICE INTERRUPTIONS

A. Any connection to, or relocation of, any existing utility line requiring temporary discontinuation of normal utility services to buildings shall be scheduled and coordinated with representatives of the Construction Manager 21 days in advance. All time required for the installation of any such connections and/or relocations shall be included in the bid. In no case shall the utilities be left disconnected at the end of a workday or over the weekend unless authorized by the Construction Manager. The contractor shall fill out a “Utility Service Outage Request Form” and submit it to the Construction Manager. The contractor may be required to attend a coordination meeting to access the purpose, intent, and impact of the outage request with the facility and any or all operations departments. Contractors shall not shut-down or start-up any mechanical, electrical or plumbing system without the coordination and/or permission from the Construction Manager.

B. Any existing utilities damaged due to the negligence of any Contractor shall be repaired to the satisfaction of the Construction Manager at no increase in the contract amount. Repairs and restoration of utilities shall be made before workmen leave the project at the end of the workday in which the interruption takes place. Contractor shall include in his bid the cost of furnishing temporary facilities to provide all essential services during interruption of normal utility service.

C. All fire alarm system disconnects, outages, and returns to service must be coordinated with the fire department and the Construction Manager representative. Provide at least 72 hours’ notice of system outage.

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1.12 GOVERNING LAWS AND ORDINANCES

A. Work to be performed under this contract shall be in full accordance with the laws and ordinances pertinent to such work, including all applicable DoD Unified Facilities Criteria. In case of any conflict wherein the methods or standards of installation or the material specified or manufacturer’s recommendation do not equal or exceed the requirements of the laws and ordinances, the laws and ordinances shall govern. The words "laws and ordinances" as used herein shall mean all local, state, and national codes, laws, ordinances, standards, rules and regulations of any nature which are in any way pertinent to or regulatory over the work covered in this project.

1.13 CONTRACTOR’S REPRESENTATIVE

A. A representative of the Contractor shall directly supervise construction of this project. This person shall be responsible for coordinating all phases of work with both the Subcontractors and Construction Management. The representative shall be on the job site or readily accessible at all times work is being performed and shall have authority to execute no cost field changes on behalf of the Contractor if agreed to by all parties involved. This person will also be responsible for all Quality Control of the job site and will be held responsible by for the installation of all work in accordance with the specifications. The representative shall be competent and familiar with all phases of work under his authority. The Contractor’s representative shall be required to have o possession a mobile phone with the ability to send and receive email. Both the phone number and email address shall be provided to both the Contracting office and the Construction Manager.

1.14 SPECIFICATION AND WORKING DRAWINGS

A. Work required in any paragraph of any section of these specifications shall not in any way limit responsibility of the Contractor to perform all work and to furnish all material required by these specifications and the drawings. Where any similar materials and/or devices (such as "an electrical component") are specified, applicable references shall be deemed to apply to as many such materials and/or devices as are required to complete the installation as shown on the drawings.

B. All drawings are diagrammatic and are intended to qualify the materials specified and indicate their intended relationship to each other. The drawings are not to be scaled, rather field conditions should dictate placement. The various scales used on the drawings may not allow the indications of all fittings, offsets, and accessories that may be required. The Contractor is to carefully investigate the conditions that would affect the work to be performed and shall arrange such work accordingly.

1.15 AS-BUILT DRAWINGS

A. The Contractor shall keep an as-built set of drawings on site. This “Field-Record” or as-built set shall be updated daily or as changes occur. After completion of all work under this contract, the Contractor shall provide Construction Management with one full-size set of marked-up-drawings showing the location of all covered utilities and all changes from original requirements, including amendments, field changes, and change orders. This completed information shall be provided to the Construction Manager before final payment is authorized. All deviations from the original plans shall be marked in red, including dimensions and notes as required.

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B. RE: 01 70 00 “Contract Closeout” for requirements of final deliverables.

1.16 ENVIRONMENTAL PROTECTION

A. Contractor personnel shall, at all times, perform all work and take such steps required to prevent any interference or disturbances to the ecological balance of the environment. All work must be performed in accordance with applicable Federal, State, Local, and Air Force environmental regulations. Use good management practices to protect air, water, land and wildlife and to prevent noise, solid waste, radiant energy, dust and radioactive pollutants. In the event of a chemical of hazardous material spill, the contractor must immediately notify the Vance AFB Fire Department and the Construction Manager.

1.17 EXCESS MATERIALS (EXCLUDING HAZARDOUS MATERIALS OR WASTE)

A. All excess materials resulting from demolition except excavated soil shall become the property of the contractor. All contractor generated rubbish shall be disposed of by the contractor off base at his own expense. All excess excavated soil shall be transported off base as directed by the Construction Manager.

B. There are no known hazardous materials (such as asbestos) in this project.

1.18 EXCESS MATERIALS (INCLUDING HAZARDOUS MATERIALS OR WASTE)

A. Lead Based Paint: It is not anticipated that lead based paint will be encountered on this project.

Lead content of painted surfaces is unknown. Significant dust generation could cause lead exposure to workers. Should questionable unidentified materials be encountered, the contractor shall notify the Construction Manager immediately for positive identification and disposition instructions.

1. If any lead based paint is encountered it will be handled as follows:

a. OSHA requirements as outlined in 29 CFR Part 1926.62.

b. Salvageable items and debris containing lead shall remain the property of the government. The salvageable items shall be removed intact, containerized and given to the government.

c. Minor items such as paint chips shall be removed in a way to minimize dust generation and migration. These materials shall be containerized and delivered to the government on base.

B. Asbestos Materials: It is not anticipated that asbestos containing materials (ACM) will be encountered on this project. Should questionable unidentified materials be encountered, the contractor shall notify the Construction Manager immediately for positive identification and disposition instructions.

1.19 CONSTRUCTION AND DEMOLITION DEBRIS WASTE MANAGEMENT AND DISPOSAL

A. All materials resulting from construction and demolition activities, not required for backfill, shall become the property of the Contractor. The Base may be able to accept some good topsoil.

29 May 2020 GENERAL PROVISIONS 01 00 00

B. The Contractor shall use all available means to divert construction and demolition debris from landfills to the greatest extent that is both practical and economically feasible. The Contractor shall provide weight tickets of all salvaged and recycled materials, and also all materials that are disposed of in the landfill. The contractor will provide the weight tickets to the Construction Manager to coordinate with Environmental Branch. The base Defense Reutilization and Marketing Office, DRMO, will accept scrap metal that is offloaded by the Contractor, separated by type of metal and in pieces up to three feet in length. Deliveries to DRMO will be accomplished no later than 1530 hours. Truck scales will be provided at DRMO to weigh before and after the delivery of the scrap metal material. The Contractor may call DRMO at 213-7684 if any question arises about what they will and will not accept as recyclable or salvageable materials. Any construction and demolition materials that are not delivered to DRMO shall be hauled off Vance Air Force Base at the Contractor's expense. Any material hauled off base that cannot be salvaged or recycled shall be disposed of properly in an approved sanitary landfill.

All materials shall be properly loaded and covered on the truck so that no materials fall off the truck in route to the landfill. Should questionable unidentified material be encountered, the Contractor shall cease work in the area of question and notify the Construction Manager immediately for positive identification and disposition instructions.

C. Clean concrete, brick, rock, and dirt do not require disposal in a certified landfill. This material shall be disposed off base in any legal manner that will not result in liability to the United States Air Force. Payment for services to the Contractor shall not be released until Contractor has provided copies of all landfill receipts to the Construction Manager. The Contractor shall comply with all state, local, federal, and military Authorities Having Jurisdiction (AHJ).

D. No Class I Ozone Depleting Chemical (ODC’s) have been specified, and shall not be used unless otherwise allowed by the Construction Manager.

1.20 SPECIAL MATERIALS

A. Prohibited Material: The manufacturer of traffic marking paint shall certify that the product does not contain mercury, toluene, chlorinated solvents, hydrolysable chlorine derivatives, ethylene based glycol ethers and their acetates, nor any carcinogen, as defined in 29 CFR 1910.1200.

Traffic marking paint furnished will not contain Lead and hexavalent chromium compounds. In addition, the Contractor shall comply with Federal Regulation 16 CFR-1303 in the use of lead, used for paints, children’s articles, toys, playground equipment, furniture, or any exterior or interior surface of a dwelling or facility. When tested as specified ASTM - D 3335, the lead content shall not exceed 0.006 percent by weight of the dry film and the test for chromium content shall be negative.

1.21 BARRICADES/CONTRACTOR PARKING

A. The Contractor shall install and maintain suitable barricades, to protect traffic while work is in progress. The barricades shall be of light construction and anchored with sandbags. The face of each barrier will be marked with alternating diagonal orange and white stripes of at least 6 inches and not over 8 inches in width. The area is outlined with single barricade every 25 feet or less between corners. The barricades shall be either new or a minimum of good condition and repair.

B. The Contractor shall notify their employees to park Contractor equipment, vehicles and employee vehicles on site areas or areas designated by Construction Manager.

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C. The Contractor shall notify Construction Management and the Vance Fire Department a minimum of 24 hours prior to installing barricades near fire hydrants.

1.22 CONTRACTOR CONSTRUCTION SITE, STAGING AND STORAGE AREA MAINTENANCE

A. To prevent Foreign Object Debris (FOD) from blowing onto active airfield pavements, and possibly damaging aircraft, the Contractor shall keep all debris and rubbish picked up in the project and storage areas on a continual basis. The Contractor shall mow and trim all grass and weeds around stored equipment and materials in the construction storage area and mow all grass and weeds surrounding the construction areas on a weekly basis.

B. Project site and lay down / staging areas shall be enclosed with a 6’ chain link fence with 9 gauge wire, hot-dipped galvanized steel supports, framing, fittings and brown fabric screening.

Items stored in the lay down area shall be arranged neatly.

C. All temporary storage trailers and storage containers shall present a neat and clean appearance and shall be in a state of good repair and shall be located within the fenced area described in paragraph above.

D. An office mobile unit may be located outside of a fenced area, obtain approval from Construction Manager. At a minimum, this unit shall be in a paved area and shall present a neat, professional appearance with presentable skirting and access stairs. Ancillary items, such as porches and canopies, shall be neat and painted. Office shall be clearly labeled with the Corporate logo and a phone number for after-hours contact.

E. Execution of work may require excavation or other type of work both at and away from primary work area. These areas shall be secured and work times shall be kept to a minimum. Open excavations shall be directly in progress or shall be covered directly after work complete. Open excavations requiring extended period of inactivity shall be temporarily backfilled. In no case shall an excavation be open for more than 72 hours. Contractor shall be responsible for the storage of all materials and equipment. All items shall be properly stored to maintain their original condition until actually installed.

F. The Contractor storage area shall be designated by the Construction Manager.

1.23 REPAIR OF GOVERNMENT OWNED FACILITIES

A. In order to complete the work on this project, certain Government-owned facilities may have to be removed or altered in some way and others may be inadvertently damaged. It is the responsibility of the Contractor to return these facilities to a condition acceptable to the Government.

1.24 PRE-BID CONFERENCE AND SITE VISIT

A. It is recommended that all prospective Contractors attend the pre-bid conference and visit the project site.

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1.25 PRE-CONSTRUCTION CONFERENCE

A. Contractor will be required to attend a pre-construction conference that will be scheduled at Vance AFB. This conference will be held before actual commencement of work. The Contractor will be notified by the Contracting Office as to the time and date that the pre-work conference is to be held.

1.26 CLEANLINESS OF CONTRACTOR’S EQUIPMENT

A. Equipment used in the accomplishment of this contract shall be cleaned of all debris before bringing this equipment on Government property.

1.27 CONSTRUCTION AREAS AND PROJECT PHASING

A. Required phasing, if any, is described in Schedule F. Phased work shall be limited to only one construction area at a time.

B. Requirements of construction phasing will be discussed with the Contractor during the pre-construction conference.

1.28 CONTRACTOR INGRESS AND EGRESS TO WORK AREA

A. Contractor will be responsible for employees’ ingress and egress to the working areas as specified at the pre-work conference.

B. Contractor vehicles and equipment shall follow a traffic route as discussed at the pre-construction conference. During the periods of time when the Contractor is not engaged in work, all equipment and vehicles shall be withdrawn to the Contractors storage areas designated.

1.29 BASE REGULATIONS

A. The Contractor shall conform to base regulations and directives pertaining to the following insofar as they pertain to the Contractor’s activities as directed by the:

1. Security and personnel clearances.

2. Traffic and safety.

3. Severe weather warning requirements.

4. Vance AFB Fire Department regulations.

5. Overall Protection of Vance Air Force Base property.

6. Contractor employees are prohibited from possessing weapons, firearms, or ammunition on themselves or within Contractor-owned or privately owned vehicles while on Vance

AFB.

1.30 SITE SAFETY REQUIREMENTS

A. All work shall be done in compliance with the safety standards as defined in AFI 91-203

B. The Contractor shall comply with all applicable standards and provisions of the Occupational Safety and Health Act (OSHA).

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C. The Contractor shall take all necessary and prudent safety precautions to ensure the safety of the workforce and other exposed personnel.

D. Contractor shall implement local Base procedures for entries to Air Force control/restricted areas where Contractor personnel will work.

1.31 SEVERE WEATHER WARNING REQUIREMENTS

A. When it is apparent, that adverse weather conditions may exist for the area in which the contract is being executed, the Contractor shall take every precaution to minimize danger to persons and damage to property. These precautions shall be coordinated through the government, (government technical monitor) and shall include closing all openings, removing all loose materials, tools and equipment from exposed locations, removing or securing scaffolding and other temporary work and taking necessary action to tie down and secure all materials on the job site that could blow about as a result of strong surface winds, thunderstorms, etc. This action requirement also includes all non-regular working periods such as nights, Saturdays, Sundays and holidays.

1.32 OBSTRUCTIONS

A. Contractor will be required to work around and protect all existing underground communication lines, utilities, drainage systems, drainage and utility manholes, adjacent pavement, structures, fences and all other items shown to remain within the work site. The Contractor shall bear all costs for the adjustment, resetting, of those items affected due to elevation change.

1.33 GENERAL REQUIREMENTS

A. Standard Products: All material and equipment furnished by the contractor shall be new, unused material of high quality. All equipment shall comply with the buy American Act. Contractor shall notify Construction Manager if a deviation is required.

B. Verification of Dimensions: It is the contractor’s responsibility to verify these dimensions in the field prior to the order of materials. Any differences between drawings and a verified dimension shall be noted on the red-lie copy. Any affects to the constructability shall be addressed in written form as a Request for Information (RFI), RE:

C. Contractor will be required to obtain permits as required by, Vance AFB or the Oklahoma Department of Environmental Quality (ODEQ) in the performance of their work. Contractor shall post or have readily available all permits before work commences.

Dig Permit –Customer Service

Burn Permit – Vance AFB Fire Department

D. Portable sanitation units for the project shall be supplied by the contractor. This includes maintenance, transportation to and from project site, secure placement of unit as not to obstruct normal public activity, and unit clean-out as needed. The type units provided and placement location(s) shall be approved by the Government.

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1.34 CONTAMINATED SOIL

A. Contaminated soil from a Trichloroethene (TCE) plume, Benzene plume, Vinyl Chloride plume, and Toxicity Characteristic Leachate Procedure (TCLP) VOCs and Semivolatiles is possible on the base. However, the area within this project location are not expected to encounter any contaminated soils. In all work areas if there is a change in soil color or unusual odor during excavation, the construction contractor shall stop work and notify Vance Construction Management.

B. When open trenching or digging in areas marked for potential soil contamination, the construction contractor shall excavate and maintain soil removed to a six-foot depth below grade for backfill. Any extracted materials during excavation, digging, or boring below six feet in possibly contaminated areas shall be containerized in a covered roll off container and tested.

CONTRACTOR SHALL PROVIDE DOT-APPROVED 55-GALLON DRUMS FOR

CONTAMINATED SOIL. If 55-gallon drums are used due to a smaller expected quantity of soil excavated, fill only 50% to prevent injuries during transport. Contact Vance Environmental Branch for testing requirements. If a determination is made that the soil is hazardous waste, the containers will have to be disposed of at a RCRA Permitted Hazardous Waste Disposal Facility.

Shipping manifests will be required to be signed by 71 ISS/CE prior to disposal.

1. If excavated material is not contaminated, the construction contractor shall place the material on the top-soil pile in the south-east quadrant of the base as directed by Construction Management.

2. If additional soil is required for back-filling due to the volume of material placed in the containers for testing, the construction contractor may obtain the required soil from the top-soil pile located in the south-east quadrant of the base as directed by Construction Manager.

PART 2 - PRODUCTS

2.1 MATERIAL AND MANUFACTURERS

A. Material and manufacturers for this project shall be in accordance with the Buy America Act. All material and equipment shall be new, shall be of the best quality and design, shall be free from defects and imperfections; and shall have markings or a nameplate identifying the manufacturer and providing sufficient reference to establish quality, size and capacity. All material and equipment of the same type shall be made by the same manufacturer whenever that is practicable.

2.2 EQUIPMENT

A. All hoists, scaffolds, staging, runways, tools, machinery and equipment required for the performance of the work shall be furnished by the contractor or subcontractor.

PART 3 - EXECUTION

29 May 2020 GENERAL PROVISIONS 01 00 00

3.1 PREPARATION

A. The contractor shall show, on prints designated for that purpose, all changes and variances from the original drawings, including actual submitted products and materials, made during installation of his work, and shall file them with the Construction Manager when the work is completed.

3.2 ADJUSTING AND CLEANING

A. All equipment furnished and installed under this contract shall be adjusted to operate as intended by the specifications. Contractor shall furnish all equipment required to perform the tests and adjustments.

B. Keep all motors and other equipment covered until directed otherwise by the Construction Manager, so as to keep same free from dirt, dust and moisture.

C. Test new safety devices, in the presence of the Construction Manager representative.

D. Clean sites of all construction related and project related debris on a regular basis or as required by the Construction Manager.

E. Remove waste and surplus materials, rubbish, and construction facilities from the work areas and the site.

F. All base roads are to be cleaned of dirt/debris as directed.

G. Execute final cleaning prior to the final inspection.

3.3 WELDING, CUTTING, AND BRAZING

A. Contractor must obtain a welding and cutting permit from the Vance Air Force Base Fire Department before accomplishing any type of welding and/or cutting operation.

3.4 FIRE PROTECTION

A. Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.5 DUST CONTROL

A. Dust control methods and procedures must be approved by the Construction Manager. Treat dust abatement on access roads with applications of water sprinklers, or similar methods or treatment. Keep dust down at all times, including during nonworking periods. Sprinkle or treat, with dust suppressants, the soil at the site, haul roads, and other areas disturbed by operations.

Acceptable cleaning techniques include vacuuming, wet mopping, wet sweeping, or wet power brooming. Air blowing will be permitted only for cleaning nonparticulate debris such as steel reinforcing bars. Only wet cutting will be permitted for cutting concrete blocks, concrete, and bituminous concrete.

29 May 2020 GENERAL PROVISIONS 01 00 00

3.6 TRAFFIC PROVISIONS

A. Maintenance of Traffic: Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on base streets except with written permission of the Construction Manager at least 15 calendar days prior to the proposed modification date. Notify the Vance Fire Department a minimum of 24 hours before closing any streets or thoroughfares.

B. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Construction Manager prior to starting any activity that will obstruct traffic.

C. Provide, erect, and maintain, at contractor’s expense, lights, barriers, signals, passageways, detours, and other items, that may be required.

3.7 QUALITY ASSURANCE

A. Prior to final inspection, the Contractor shall test all systems. The Contractor shall perform the testing using only qualified personnel. The Contractor shall provide a minimum of 48 hours advance notice prior to testing.

3.8 PROJECT CLEANUP

A. Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away.

B. No removed items will be reused in this contract unless specifically listed in these specifications and/or on the drawings. All removed equipment becomes the property of the Contractor unless noted otherwise. The Contractor will be required to furnish lifting equipment as necessary to remove the equipment, and shall provide all equipment to transport the removed items off base.

All unused material or debris will be removed from Government-controlled property. Use of Government-contracted dumpsters is prohibited. Unused materials, debris and rubbish shall be disposed of off base in a permitted landfill.

C. All base roads are to be cleaned of dirt/debris as directed.

D. Execute final cleaning prior to the final inspection.

3.9 RESTORATION OF STORAGE AREA

A. Upon completion of the project remove signs, barricades, and any other temporary products from the site. After removal of trailers, materials, and equipment from within the fenced area, remove the fence that will become the property of the Contractor. Restore to the original or better condition, areas used by the Contractor for the storage of equipment or material, or other use.

Gravel used to traverse grassed areas must be removed and the area restored to its original condition, including top soil and sodding as necessary.

END OF SECTION 01 00 00

29 May 2020 GENERAL PROVISIONS 01 00 00

29 May 2020 SUMMARY 01 10 00

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work under separate contracts.

4. Access to site.

5. Coordination with occupants.

6. Work restrictions.

7. Specification and drawing conventions.

8. Miscellaneous provisions.

1.2 PROJECT INFORMATION

1. Project Identification: XTLF 19-1020 Repair CATM -B901 and XTLF 19-1024

Renovate Firing Range – B903

2. Project Location: B901 and B903, Vance AFB, Enid, Oklahoma.

3. Owner: Vance AFB.

4. Architectural Designer: Brian C Decocq, Assoc. AIA:

5. Design Professional: Charles Snyder, PE

6. Electrical Designer: Dewey Oard

7. Construction Manager: Jason Weber

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

Convert existing storage/work room into a laundry facility and dressing area with shower. Additional work to include fixture refresh in existing male and female rest rooms, replace water fountain, execute selected electrical and mechanical bid options.

Work to include infill of existing CMU opening on east side of B903.

29 May 2020 SUMMARY 01 10 00

B. Type of Contract.

1. Project will be constructed under a single prime contract.

1.4 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

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

1. Limits: Confine construction operations to areas where work is permitted.

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

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

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

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period.

Repair damage caused by construction operations.

1.5 COORDINATION WITH OCCUPANTS

A. Owner Occupancy: relocated during interior work

B. The contractor will obtain through contracting office:

1. A Certificate of Substantial Completion.

2. A Certificate of Occupancy from Authorities Having Jurisdiction (AHJ).

3. Prior to Certificate request, mechanical and electrical systems shall be fully operational, and required tests and inspections shall have been successfully completed.

1.6 WORK RESTRICTIONS

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

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Refer to the Contract Documents.

29 May 2020 SUMMARY 01 10 00

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

1. Notify Construction Manager not less than two days in advance of proposed utility interruptions.

2. Obtain Construction Manager’s written permission before proceeding with utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Construction Manager not less than two days, preferably 5 days, in advance of proposed disruptive operations.

2. Obtain Construction Manager’s written permission before proceeding with disruptive operations.

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

1.7 SPECIFICATION AND DRAWING CONVENTIONS

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

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

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

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

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

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

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

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

29 May 2020 SUMMARY 01 10 00

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

THIS PAGE INTENTIONALLY LEFT BLANK

29 May 2020 SCHEDULE “F”

SCHEDULE "F"

BREAK DOWN OF SCHEDULE

1) Restroom fixture change outs.

2) Construct new laundry and dressing/shower room.

3) Fill in opening at range with CMU block

4) Replace sidewalks at entrance

5) Repair drainage around building

CONTRACT PERIOD

Contract will commence upon the notice to proceed (NTP).

SCHEDULE OF PERFORMANCE

Note: The number of days below include weekends and holidays unless noted otherwise.

Non Performance Period (Submittals and acquisition of materials) 45 Days

Performance Period (Construction of work) 60 Days

Total Period 105 Days

29 May 2020 UNIT PRICES 01 22 00

SECTION 01 22 00 - UNIT PRICES.

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

B. Related Requirements:

1. Section 01 26 00 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

1.2 DEFINITIONS

A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price.

PART 2 - PRODUCTS (Not Used)

29 May 2020 UNIT PRICES 01 22 00

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Reference Schedule “C” attached after this Section as Appendix “C”

END OF SECTION 01 22 00

29 May 2020 SCHEDULE “C”

SCHEDULE "C"

Provide Lump Sum total for all work associated with construction of XTLF 19-1020 Repair

CATM – F901 and XTLF 19-1024 Renovate Firing Range F903 Facility and associated work.

Item Description Total XTLF 19-1020 Repair CATM –F901

1 General Conditions $ 2 Interior Construction $ 3 Drainage Construction $ 4 Subtotal for XTLF 19-1020 (sum of lines 1 thru 3) $

XTLF 19-1024 Renovate Firing Range - F903 5 Interior Repairs $ 6 CMU Wall Construction $ 7 Drainage Construction $ 8 Subtotal for XTLF 19-1024 Renovate Firing Range – F903 (sum of lines 5 thru 7) $

9 TOTAL (sum of lines 4 and 8) $ FUNDING IS CURRENTLY NOT AVAILABLE FOR THIS SOLICITATION. THE U.S. AIR FORCE IS SOLELY RESPONSIBLE FOR PROVIDING ALL FUNDING RELATED TO THE SOLICITATION. SHOULD THE U.S.

AIR FORCE NOT FUND THIS PROJECT IN ITS ENTIRETY, NO CONTRACT WILL RESULT. ASRC

ACCEPTS NO RESPONSIBILITY SHOULD THE U.S. AIR FORCE NOT PROVIDE ALL FUNDING

REQUIRED. IF COMPLETE FUNDING IS PROVIDED, ASRC WILL AWARD ONE AND ONLY ONE

CONTRACT AS A RESULT OF THIS SOLICITATION. AWARD WILL BE BASED ON THE PROJECT’S

LUMP SUM BID PROVIDING THE BEST VALUE TO THE GOVERNMENT AND ASRC. ASRC RESERVES

THE RIGHT TO ACCEPT OR REJECT ANY OR ALL OFFERS. FAILURE TO BID ON ALL LINE ITEMS

WILL RENDER THE BID AS NON-RESPONSIVE. PRICES SHALL BE EFFECTIVE FOR TWELVE

CALENDAR MONTHS FROM DATE OF AWARD SHOULD A CONTRACT RESULT.

Company Name Date

Company Representative’s Name

Contact Phone Number Contact email address

Company Address

29 May 2020 SUBSTITUTION PROCEDURES 01 25 00

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 01 60 00 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

1.2 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and…