Attachment 1 Specifications.pdf

DRAFT SPECIFICATIONS

On‐Call Base Wide Paving & Grounds IDIQ Wright‐ Patterson Air Force Base (FY23‐28)

88th Civil Engineering Group November 2022

Paving & Grounds IDIQ

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 31 10 PROJECT MANAGEMENT AND COORDINATION (WPAFB CONTRACTS

ADMINISTERED BY USAF)

01 31 20 PROJECT GENERAL REQUIREMENTS (WPAFB)

01 31 40 HOUSING PROJECT REQUIREMENTS (WPAFB)

01 33 00 SUBMITTAL PROCEDURES (WPAFB CONTRACTS ADMINISTERED BY

USAF)

01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 52 00 METAL RAILINGS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

DIVISION 26 - ELECTRICAL

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 29 01.00 10 ELECTRIC MOTORS, 3-PHASE VERTICAL INDUCTION TYPE

26 56 00 EXTERIOR LIGHTING

26 56 13.00 40 LIGHTING POLES AND STANDARDS

26 56 19.00 40 ROADWAY LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19.13 GEOTEXTILES FOR EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 2

32 01 13.62 ASPHALT SURFACE TREATMENT

32 01 13.64 BITUMINOUS PAVEMENT LIQUID REJUVENATING

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 17.61 SEALING CRACKS IN ASPHALT PAVING

32 01 17.62 PAVING FABRIC INTERLAYER

32 01 19.61 SEALING OF CRACKS AND JOINTS IN RIGID PAVEMENT

32 01 29.61 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 11 26 HOT-MIX BITUMINOUS BASE COURSE FOR ROADS AND STREETS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 12 36.13 ASPHALTIC SEAL AND FOG COATS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - TRANSPORTATION

34 71 13.16 VEHICLE CRASH BARRIERS

-- End of Project Table of Contents --

SECTION 01 31 10 Page 1

SECTION 01 31 10

PROJECT MANAGEMENT AND COORDINATION (WPAFB CONTRACTS ADMINISTERED BY USAF)

12/20

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

48 CFR 52.236-13 Accident Prevention

48 CFR 52.246-12 Inspection of Construction

48 CFR 52.246-21 Warranty of Construction

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

OSHA VPP Voluntary Protection Program

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES (WPAFB CONTRACTS

ADMINISTERED BY USAF):

SD-01 Preconstruction Submittals

Quality Control Plan; G

Safety Training Completion Certificate; G

Accident Prevention Plan; G

Site Layout Plan; G

Construction Schedule; G

SD-11 Closeout Submittals

SECTION 01 31 10 Page 2

Progress And Completion Photos

Pre-Final Warranty Management Plan; G

Final Warranty Management Plan; G

Punch List

Notice Of Completion

1.3 PERIOD OF PERFORMANCE

The contractor shall commence work under this contract within 14 calendar days after receiving Notice To Proceed, and shall complete all work within TBD calendar days after receiving Notice To Proceed.

1.4 AUTHORIZED WORK DAYS AND HOURS

1.4.1 Standard Workweek

The standard workweek shall be Monday through Friday between the hours of 7:00 a.m. and 5:00 p.m. except as described below or otherwise noted. No work shall occur on federal holidays (New Year's Day, MLK Birthday, Washington's Birthday/Presidents' Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving, and Christmas).

1.4.2 Requests for Exceptions

The Contractor may request days and hours outside the standard workweek when necessary to perform a particular task or to maintain or recover schedule. Submit the request no later than the week prior to the desired work date.

1.4.3 Required Exceptions

Work requiring the shutdown of utilities or building services, and which impacts occupied areas beyond the immediate project boundary, shall be accomplished outside the standard workdays and hours. Coordinate details and schedules with the Government.

1.4.4 Deconfliction with Air Force Marathon

The Air Force Marathon is held at WPAFB each year on the third Saturday in September. Activity along the route of the Air Force Marathon shall be restricted beginning at noon on the Friday immediately preceding the event through noon on the Sunday following the event. See Section 01 31 20, PROJECT REQUIREMENTS (WPAFB).

1.5 ON-SITE MANAGEMENT

1.5.1 Supervision

The Contractor shall provide at minimum an on-site Superintendent and a separate on-site Quality Control Manager (QCM). For contracts with a value above $3,000,000, the contractor shall also provide a separate individual to serve as Site Safety and Health Officer (SSHO). For contracts with a value of $3,000,000 or below, the Contractor may at the Contractor's option provide a separate individual to serve as SSHO or task the QCM to fulfill SSHO responsibilities.

SECTION 01 31 10 Page 3

1.5.2 Environmental Coordinator

See Section 01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB). The Contractor may at the Contractor's option provide a separate individual to serve as Environmental Coordinator or task the Superintendent, QCM, and/or SSHO to fulfill Environmental Coordinator responsibilities.

1.5.3 General Qualifications

The Superintendent, QCM, and SSHO shall each have experience in the areas of hazard identification and safety compliance, and shall be familiar with the requirements of 48 CFR 52.236-13; 29 CFR 1910; 29 CFR 1926; and EM 385-1-1. The Superintendent, QCM, and SSHO shall each be capable of reading, writing, and conversing fluently in the English language, and they or alternates meeting the same qualifications shall routinely be on the jobsite throughout the performance of contract work. Occasional absences are understood to be necessary in the normal course of work, but in no circumstance shall work proceed on site unless at minimum either the Superintendent or QCM is present.

1.5.4 Superintendent

The Superintendent shall have a minimum of 10 years' experience in construction with at least 5 of those years in supervisory roles on projects similar in size and complexity to this project. The Superintendent shall be capable of interpreting construction drawings and critical path schedules and shall manage and coordinate day-to-day production and schedule adherence.

1.5.5 Quality Control Manager

The QCM shall be a graduate of an accredited program in architecture, engineering, or construction management, and shall have a minimum of 3 years' experience in construction; or shall be a construction person with a minimum of 8 years' experience including a minimum of 3 years in project supervision or quality control work. The QCM shall establish and maintain an effective quality control system that complies with 48 CFR 52.246-12 and ensures delivery of an end product which complies with the Contract requirements. Submit no later than 30 days after receipt of notice to proceed the Quality Control Plan (QCP), identifying the organizational structure, lines of authority, personnel, and procedures to be used.

1.5.6 Site Safety and Health Officer

The SSHO shall have a minimum of 3 years' experience in construction. In addition, the SSHO (or the QCM when tasked to fulfill SSHO responsibilities) shall have completed the OSHA 30-Hour Construction Training Course as available at www.osha.com or other formal training recognized by the construction industry as being substantially equivalent to the OSHA 30-Hour Construction Training Course. Submit applicable Safety Training Completion Certificate. The SSHO shall establish and maintain an effective safety and health program as described in this section; maintain applicable safety reference material on the jobsite; ensure all personnel on site have all applicable training and personal protective equipment;

organize safety meetings for all workers; and participate in all preparatory meetings for specific elements of work. The SSHO shall conduct daily safety and health inspections including preparation of a written log http://www.osha.com/

SECTION 01 31 10 Page 4 documenting dates of inspection, areas/operations inspected, identified hazards, corrective action plans, follow-up notes, and estimated and actual dates of corrections.

1.6 GOVERNMENT TECHNICAL ADMINISTRATION

1.6.1 Contractual Authority

The Contracting Officer is the sole Government representative with authority to enter into contracts and to provide direction concerning changes in contract requirements.

1.6.2 Technical Administration

The 88th Civil Engineer Group, Project Execution Section (88 CEG/CENMP, 5151 Wright Avenue, WPAFB OH 45433), shall provide technical assistance and advice to the Contracting Officer on the following:

a. Technical review of submittals.

b. Coordination of digging permits, work clearances, utility outage requests, temporary road closures, and similar procedural requirements, following receipt from the Contractor of necessary supporting information.

c. Quality assurance of work with respect to contract requirements.

d. Verification of actual progress in comparison to the approved schedule.

e. Acceptance of completed work.

1.7 SAFETY

1.7.1 General

Perform all work in compliance with 29 CFR 1910; 29 CFR 1926; and

48 CFR 52.236-13.

1.7.2 Safety and Health Program

Establish and maintain an effective safety and health program demonstrating active involvement of leadership, employees, and subcontractors; deliberate and ongoing analyses of hazards; actively-managed elimination or control of identified hazards; and systematic training on hazards, safe work procedures, and individual responsibilities for both normal operations and emergency situations. The program shall meet the objectives of the OSHA VPP as described at https://www.osha.gov/vpp/.

1.7.3 Accident Prevention Plan

Within 10 days of Notice To Proceed, submit a job-specific Accident Prevention Plan meeting the requirements of EM 385-1-1, Appendix A. No physical work shall be performed prior to Government approval of the Accident Prevention Plan. Post the approved Accident Prevention Plan on a project-site bulletin board or other means accessible by all project-site workers.

http://www.osha.gov/vpp/

SECTION 01 31 10 Page 5

1.8 CONSTRUCTION FACILITIES AND JOBSITE STANDARDS

1.8.1 Site Layout

Prior to the start of work, submit an accurately scaled Site Layout Plan showing proposed construction site features applicable to this project.

Include site perimeter fencing, safety fencing, temporary facilities, equipment and material storage areas, trash dumpsters, temporary sanitary facilities, worker parking, access and haul routes, and other features as may be applicable. Identify any areas which may have to be graveled to prevent the tracking of mud.

1.8.2 Temporary Facilities

Temporary facilities shall be of a neutral color, clean, in good condition, and free of rust or surface deterioration. Security fencing shall be six-foot high chain-link fence with dark gray or black privacy fabric unless noted otherwise in the contract documents. Facilities shall have a professionally made sign at least 3' wide attached in a prominent location, indicating the Contractor's firm and the name and 24-hour/7-day phone number of an emergency point of contact. The emergency point of contact is permitted to be an answering service, provided calls are answered by a live person and are relayed immediately to a live representative of the Contractor's firm with the authority to initiate response actions.

1.8.3 Site Maintenance

Maintain temporary facilities, material storage areas, and the entire construction site in an orderly manner. Maintain safe vehicular and pedestrian movement lanes. Control grass and weeds. Remove debris, scrap, and trash daily, and properly dispose of outside of Wright-Patterson Air Force Base. Do not place construction waste or jobsite trash in Government dumpsters.

1.8.4 Project Completion

Upon completion of work, deliver attic stock required by the contract to the location designated by the Government inspector in coordination with the building's Facility Manager and provide an itemized inventory list.

Remove from the project site all Contractor tools, equipment, surplus materials, and waste. Inspect and clean all finished surfaces and all existing areas impacted by work under this contract. Remove stains, soil, overspray, paint droppings, splashed material, temporary labels, etc.

Clean debris from roofs, gutters, downspouts, and drainage systems. Remove all temporary site facilities, fencing, construction entrances, etc. Sweep paved areas, mow grass, and rake clean landscaped areas.

1.9 WARRANTY

1.9.1 Coverage

In addition to any other warranties required by this contract, the Contractor shall warrant all work performed under this contract for a period of one year from the date of final acceptance, as described by 48 CFR 52.246-21 Warranty of Construction.

1.9.2 Response

If and when notified by the Government of a defect requiring service under

SECTION 01 31 10 Page 6 the terms of the warranty, the Contractor shall respond as follows:

a. For situations involving safety hazards, non-functioning drain or sewer, or failure of electrical or mechanical systems essential to the end user's mission operations, respond on site within 4 hours to determine a course of action and work continuously to completion or relief.

b. For all other situations, respond within 3 work days and work continuously to completion or relief.

PART 2 PRODUCTS: NOT USED

PART 3 EXECUTION

3.1 CONSTRUCTION SCHEDULE

3.1.1 Schedule

Prior to the start of work, submit a Construction Schedule showing the order and planned start and completion dates for the major activities required in preparation, procurement, construction, and closeout. Develop the schedule to a level of detail sufficient for critical-path schedule control and analysis of planned versus completed placement, and such that all non-procurement activities have durations of 30 or fewer calendar days. Assign reasonable costs to each activity. Costs assigned to submission and approval of As-Built Drawings and O&M Manuals shall each be no less than $25,000 or 1 percent of the contract value, whichever is greater. The sum of all activity cost loading shall equal the contract value.

3.1.2 Updates

Update and resubmit the Construction Schedule when actual activity progress varies significantly from the previously submitted schedule; when the plan for completing remaining work has changed significantly; and/or when contract modifications change project requirements or the performance period.

3.1.3 Certification

Submittal of the baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the contract documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

3.2 PROGRESS PHOTOS

Photographically document site conditions prior to start of construction operations and weekly throughout the construction process. Submit monthly, and upon completion of work, color digital Progress and Completion Photos of at least 1600x1067 pixel resolution showing the sequence and progress of work. Take a minimum of 20 digital photographs each week, from sufficient different points of view to illustrate the overall project conditions and to highlight that week's specific areas of work. Change the default file name of each photograph to the date in YYYYMMDD format followed by a brief label for the subject or area depicted. Submitted photographs shall be for

SECTION 01 31 10 Page 7 unrestricted use by the Government.

3.3 PROJECT COORDINATION

3.3.1 General

The Contractor shall thoroughly familiarize him or herself with the site and working conditions, verify all dimensions in the field, and advise the Contracting Officer of any discrepancies before performing any work. The Contractor shall be responsible for the coordination and proper relation of all work for the entire project and for the work of all trades, and for the required quantities, correct fitting, neat appearance, and proper function of all work in this project.

3.3.2 Coordination

Coordinate all construction activities with the Contracting Officer and the 88th Civil Engineer Group Project Execution Section. See also Section

01 31 20 PROJECT REQUIREMENTS (WPAFB).

3.3.3 Meetings

Host and conduct a weekly coordination meeting involving the Contractor, 88th Civil Engineer Group Project Execution Section, and other appropriate stakeholders to jointly review the Construction Schedule and actual progress, upcoming activities, and issues requiring attention. Provide an agenda and written minutes for each meeting, covering at minimum the following:

a. Attendees.

b. Safety, including ongoing or upcoming safety-related issues or efforts;

hours worked on this project by all Contractor and subcontractor personnel; number of recordable injuries and illnesses experienced on or as a result of this project; and number of recordable injuries or illnesses which resulted in days away from work, restricted work activity, and/or job transfer.

c. Contract required completion date and current anticipated completion date.

d. Scheduled and actual completion percentages as reported in the most recent pay application.

e. Work in progress during the current week, with specific reference to the most recent Construction Schedule.

f. Three Week Look-Ahead at work planned for each of the upcoming three weeks, organized by trade, to expand on information shown in the Construction Schedule. Indicate upcoming preparatory meetings;

requirements for testing or special inspections; and requirements for advance coordination, such as for road closures, digging clearances, utility isolations, building systems service outages, work hours outside the standard workweek, etc.

g. Submittals currently in process or completed since the previous meeting.

h. RFIs currently in process or completed since the previous meeting.

SECTION 01 31 10 Page 8

i. RFPs or contract modifications currently in process or completed since the previous meeting.

j. Items built or discovered requiring update to As-Built Drawings.

k. Old Business (problems/issues currently being worked or completed since previous meeting).

l. New Business (any other problems/issues requiring attention and not already covered under other agenda items).

3.4 WARRANTY MANAGEMENT PLAN

3.4.1 Pre-Final Warranty Management Plan

At least four weeks prior to the planned date of project completion, submit for Government approval a package containing documentation of all warranties required by this contract along with detailed instructions for their use. Mark the plan with the date, Contractor firm name, and contract number, and include the following:

a. A summary narrative and table of contents to make the package readily usable by future facility managers and service personnel, who may not necessarily be familiar with this contract.

b. A written statement of the general 1 year warranty on all work as specified above, and the anticipated start and end dates of the warranty period. Include the name, email address, and phone number of the Contractor's representative(s) authorized to receive warranty calls.

c. A copy of each warranty certificate and associated documentation for all other warranties required by this contract. For each warranty, ensure the package contains all documentation required by the warrantor to prove warranty coverage. Provide complete information on the warranty details, and on how to contact the warrantor to initiate a warranty claim. If the actual warranty certificates are not yet available, provide details of their delivery status and expected date of receipt. Call attention to any documents which require signature by Government representatives.

3.4.2 Final Warranty Management Plan

As soon as practicable but prior to contract closeout, submit the final warranty plan incorporating any revisions noted from the Pre-Final review, all warranty certificates and other final documentation, and/or other necessary changes. Provide one clean hard copy package containing original documents, plus two optical discs each containing PDF copies of the entire package as described above.

3.5 FINAL INSPECTION

3.5.1 Punch List Inspection

Near the completion of all work the QCM shall conduct an inspection and develop a punch list of items which do not conform to the contract documents, along with an estimated date by which the deficiencies will be corrected. A copy of the punch list shall be provided to the Contracting Officer. The QCM shall make follow-on inspections to confirm all deficiencies have been corrected. Government personnel may elect to

SECTION 01 31 10 Page 9 participate in the punch list inspection but the Contractor shall be responsible for performing the inspection and making necessary corrections regardless of Government participation.

3.5.2 Notice of Completion

Following the QCM's confirmation that all punch list items have been completed, the Contractor shall submit a signed letter confirming the following:

a. The Contractor has thoroughly reviewed all contract documents, and all work has been provided in accordance with the contract documents.

b. All submittals have been provided and have been approved by the Government.

c. All material and equipment provided under this contract is in sound condition and operating properly.

d. All deficiencies noted on all prior inspections have been corrected.

e. Final cleaning has been accomplished.

f. All work is ready for final inspection.

3.5.3 Final Inspection

Within seven calendar days of receipt of the Contractor's Notice of Completion, the Contracting Officer will perform the final inspection and notify the Contractor in writing of any noted deficiencies. The Superintendent and/or QCM shall attend the final inspection. If deficiencies exist, the Contractor shall remedy them and submit a revised Notice of Project Completion, and the Contracting Officer will re-inspect the work.

-- End of Section --

SECTION 01 31 20 Page 1

SECTION 01 31 20

PROJECT GENERAL REQUIREMENTS (WPAFB)

06/21

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The contractor shall furnish all labor, equipment, and materials and perform all operations necessary to complete work indicated in the contract documents. The project is located at Wright-Patterson Air Force Base, Ohio. The work includes various on-call repair and maintenance projects for basewide paving and grounds and incidental related work.

1.1.2 Contract Drawings

Drawings provided by the Contracting Officer as part of the contract document set accompany these specifications.

1.2 REFERENCES

40 CFR 247 Comprehensive Procurement Guideline for

Products Containing Recovered Materials

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-12-6 A/E/C CAD Standard

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD Manual on Uniform Traffic Control Devices

1.3 SUBMITTALS

used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

Traffic Control Plan; G

Radioactive Materials Request; G

SD-10 Operation and Maintenance Data

SECTION 01 31 20 Page 2

Pre-Final O&M Manuals; G

Final O&M Manuals; G

Request For Final Acceptance Testing; G

Working BUILDER Update Form; G

Final BUILDER Update Form; G

DD Form 1354 Data; G

Working As-Built Updates; G

Pre-Final As-Built Drawings; G

Final As-Built Drawings; G

1.4 ACCESS TO THE INSTALLATION

1.4.1 General

The Contractor shall request current base-access and identification requirements from the Contracting Officer prior to start of construction.

All personnel shall present identification to the entry controller upon approach to any Wright-Patterson Air Force Base (WPAFB) gate. All vehicles entering and/or within WPAFB are subject to inspection and search. Gate operating hours are subject to change; refer to www.wpafb.af.mil for current information.

1.4.2 Small Vehicles

Contractor personnel in small vehicles such as automobiles, pickup trucks, sport utility vehicles, minivans, etc., may enter WPAFB through any available gate upon presentation of appropriate identification. All personnel shall comply with instructions provided by entry controllers.

1.4.3 Large Vehicles

All tractor/trailers, flatbed trucks, cranes, box trucks, step vans, delivery vans, dump trucks, concrete mixer trucks, and other large vehicles shall enter WPAFB through Gate 26A, the Commercial Vehicle Gate, from Ohio Route 235. Once processed through the inspection station, vehicles destined for construction sites within Area A (near Fairborn) shall proceed directly to the site. Vehicles destined for construction sites in Area B (near Riverside) shall exit Gate 26A and proceed to an Area B gate for re-entry to WPAFB. All personnel shall comply with instructions provided by entry controllers.

1.4.4 Time Sensitive Asphalt and Concrete Deliveries

Prior to delivery of hot mix asphalt or ready-mixed concrete, confirm current entry procedures with the Contracting Officer's representative. If approved by the 88th Security Forces Squadron, drivers should pull their vehicles onto the cross-hatched pavement to the west of the signaled queue lanes and await direction from the entry controllers. Asphalt or concrete trucks in the signaled queue lanes shall be processed in sequence with http://www.wpafb.af.mil/

SECTION 01 31 20 Page 3 other vehicles in those lanes.

If asphalt or concrete deliveries are required outside normal gate operating hours, or are required in large volumes within a short period of time, notify the Contracting Officer at least three weeks in advance and request consideration of special access procedures. The Government will accommodate such requests when feasible, as determined by the 88th Security Forces Squadron, consistent with current mission requirements and capabilities.

1.5 OCCUPANCY OF PREMISES

This contract does not involve work in an occupied facility. Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways. Refer to Section 01 31 10for service outages affecting occupied facilities.]

1.6 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:

1.7 DECONFLICTION WITH AIR FORCE MARATHON

The Air Force Marathon is held at WPAFB each year on the third Saturday in September. The Contractor shall maintain the construction site and shall schedule all work and deliveries so as to avoid conflict with the event.

1.7.2 Route

The marathon route is subject to change from one year to the next. No later than July 1st of each year in which work under this contract will be ongoing, request confirmation from the Government of the current route.

1.7.3 Schedule Coordination

Any alterations, repairs, or closures of marathon route pavements shall be scheduled to ensure completion no less than four weeks prior to the next marathon event, or to commence following the event.

1.7.4 Preparation

Beginning 10 days prior to each marathon, the Contractor shall ensure all Contractor facilities, staging areas, and construction activities visible from the marathon route present an orderly appearance with no parked equipment or stored materials within 30 feet of the route. All dirt or debris tracked onto the route shall be removed immediately.

1.7.5 Work Restrictions

Beginning at noon on the Friday immediately preceding the event and continuing through noon on the Sunday following the event, the Contractor shall ensure all contract-related activity remains off the marathon route.

SECTION 01 31 20 Page 4

PART 2 PRODUCTS: NOT USED

PART 3 EXECUTION

3.1 FIRE PROTECTION

3.1.1 On-Base Emergencies

Call 937-257-9111 to directly reach the WPAFB Fire Department, or call 911 and ask the dispatcher to transfer you to the WPAFB Emergency Communications Center.

3.1.2 General

Comply with the WPAFB Contractors Guide for Safeguarding Building Construction Operations from Fire Hazards. The Guide contains contact and reporting information, procedures for obtaining Hot Work Permits, and general fire prevention requirements. The Government will provide a copy of the latest edition of the Guide during the Preconstruction Conference following contract award. The Contractor shall sign an acknowledgment form included in the Guide, and brief all employees and subcontractors on the information presented in the Guide. For additional information, contact the Fire Prevention Branch at 937-257-4075.

3.1.3 Final Acceptance Testing

3.1.3.1 General

Where work involves fire suppression and/or fire alarm systems, comply with testing requirements in this section and in the applicable technical specification section(s). In the event of conflict between this section and the applicable technical specification section(s), the more stringent requirement shall govern.

3.1.3.2 Request for Final Acceptance Testing

At least 14 days prior to the proposed start of the Final Acceptance Test for fire suppression and/or fire alarm systems, submit a Request for Final Acceptance Testing. Include a signed memorandum from the Quality Control Manager, applicable system completion certificates, and a testing plan.

a. The Quality Control Manager shall certify the system(s) are ready for final acceptance testing. Include confirmation that each addressable device has been labeled with its assigned address, as-built drawings are complete, and all quality control measures and preliminary tests have been successfully completed with any deficiencies resolved and re-tested.

b. Completion certificates shall include NFPA 13 Material and Test

Certificate, NFPA 72 Fire Alarm System Record of Completion, and/or other similar documentation as applicable.

c. The testing plan shall identify the devices to be tested, the sequence in which they will be tested, the procedures and equipment to be used, applicable NFPA or other standards, the names and qualifications of the Contractor's installing technician(s) and/or engineer(s) who shall conduct the test, and the communication devices to be used during the test.

SECTION 01 31 20 Page 5

3.1.3.3 Test Administration

On the date of Final Acceptance Testing, provide one hard-copy set of as-built drawings at the project site for Government reference during the test, and provide two hard-copy sets of the applicable inspection and testing forms for use by the Fire Department and the Contracting Officer's representative. Conduct the test as detailed in the testing plan.

3.2 PROTECTION OF PROPERTY

3.2.1 General

The Contractor shall be responsible for all aspects of safety and security on the project site and in and around associated temporary facilities and storage areas. Provide safekeeping for all material and equipment.

3.2.2 Existing Conditions

Preserve and protect all existing structures, pavements, utilities, equipment, and vegetation on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. Remove or alter existing work in such a manner as to prevent damage to any portions of the existing work which remain. Erect and maintain dustproof partitions to prevent the spread of dust and dirt to parts of the building near work areas, and remove such partitions upon completion of work. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work.

3.2.3 Steel Tracked Equipment

Transport all steel tracked equipment on wheeled trailers. Steel tracked equipment shall not be operated across existing asphalt or concrete pavements, unless such pavements are to be removed under this contract.

3.2.4 Facility Heat

Where construction operations impact portions of an existing facility, maintain 50 degrees F minimum temperatures throughout unoccupied portions and 65 degrees F minimum temperatures throughout occupied portions.

Provide temporary heating as required to maintain those temperatures when construction operations cause the existing heating systems to be inadequate or unavailable.

3.2.5 Flush Valves

Where construction operations result in restrooms being taken out of service for more than four consecutive weeks, exercise flush valves on all devices at least every four weeks to ensure vacuum breakers do not dry out. If exercising flush valves is not feasible, replace vacuum breakers on all devices upon completion of work.

3.3 MAINTENANCE OF TRAFFIC

Maintain and protect traffic during the construction period. Where road closures, lane closures, parking lot closures, and/or detours are necessary to perform work under this contract, provide signage, flagmen, barricades, and other warning devices in accordance with the MUTCD as required to safely route traffic through the construction areas.

SECTION 01 31 20 Page 6

Submit a Traffic Control Plan for Government approval at least 21 days prior to the proposed start of any closure or detour. Exceptions to this 21 day advance notice may be allowed with Government approval. Include drawings and narratives as necessary to explain the planned action, impact on traffic, required signage and/or other traffic controls, proposed dates, etc. The Government will coordinate the closure with WPAFB emergency response organizations and other stakeholders, and upon plan approval shall notify the Contractor of the approved closure period.

The Government acknowledges the exact dates of the closure may change from those originally proposed. Following approval of the Traffic Control Plan, coordinate any required changes in schedule with the Contracting Officer's representative and Base Civil Engineer project manager. Resubmittal of an approved Traffic Control Plan shall not be required solely to revise the closure dates.

3.4 MATERIALS AND EQUIPMENT

3.4.1 General

All materials and equipment to be incorporated into the work shall be kept clean and dry prior to installation, and shall be handled and installed in accordance with the manufacturer's instructions. Inspect all materials and equipment prior to installation, and replace any items showing evidence of damage or defect.

3.4.2 Salvage

No materials or equipment shall be salvaged from existing conditions and incorporated into the work except where specifically indicated in the contract documents, or where specifically approved in advance by the Contracting Officer. If opportunities exist for reuse of existing materials or equipment, beyond any such requirement indicated in the contract documents, the Contractor may, at the Contractor's option, propose to salvage and refurbish/remanufacture such items for incorporation into the work. For any such proposal, submit a Request for Variation with complete details of the proposal and of any desired deviation from the requirements of the applicable technical specification section. The Government acknowledges the potential contribution of such reuse toward federal solid waste diversion requirements and the goals of 40 CFR 247, Comprehensive Procurement Guideline for Products Containing Recovered Materials. The Contracting Officer shall have sole authority to approve or disapprove the requested variation.

3.4.3 Ownership

All materials, equipment, and debris resulting from this work and not designated for reuse in new work, designated to be salvaged for the Government, nor recyclable in accordance with SECTION 01 35 43 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB), shall become the property of the contractor and shall be removed from the work site as it accumulates.

3.4.4 Disposition

The contractor shall properly dispose of removed materials outside WPAFB.

Excess excavated material shall be disposed of outside WPAFB and outside the boundary of the Huffman Retarding Basin as administered by the Miami Conservancy District.

SECTION 01 31 20 Page 7

3.5 RADIOACTIVE MATERIALS

3.5.1 Government Approval

No tool, gauge, building component, or other item which contains radioactive material or which generates X-rays shall be brought onto WPAFB without prior approval of the Contracting Officer's representative with concurrence from the 88th Medical Group Bioenvironmental Engineering Office. For any such item, submit a Radioactive Materials Request including manufacturer's data sheets, operator's or installer's qualifications, applicable permits or certificates, and a brief narrative of the item's intended use, at least 60 calendar days prior to the requested date upon which the item is proposed to be brought onto the installation. Examples of items containing radioactive material include non-destructive testing equipment, soil density or moisture gauges, lead paint analyzers, self-luminous exit signs, and smoke detectors.

3.5.2 Removals

Where work under this contract requires removal from service of existing self-luminous exit signs, smoke detectors, or other items containing radioactive material, turn the removed items over to the 88th Medical Group Bioenvironmental Engineering Office for disposal. Coordinate removal and disposal plans with the Contracting Officer's representative.

3.6 UTILITIES

3.6.1 General

Water, sanitary sewer, natural gas, primary electric, and some telecommunications utilities on WPAFB are owned and operated by private entities. Steam, high temperature hot water, fuel, secondary electric, storm sewer, and some telecommunications utilities are owned and operated by the Government. Prior to preparing detailed plans for any work involving utilities, the Contractor shall request contact information for each affected utility and shall confirm applicable procedures. Coordinate all work with the Contracting Officer's representative and with the applicable system owner(s).

3.6.2 Temporary Connections

The Contractor may, at the Contractor's option, request temporary utility connections for the Contractor's use during the contract performance period. The applicable system owner shall have sole authority to approve any such request and to determine applicable procedures. The Contractor shall be responsible for all service requests, plans, permits, coordination, work, and costs associated with connection to utilities and with disconnection and site restoration upon completion of work.

Water, sanitary sewer, natural gas, and electric utility usage are centrally metered by WPAFB, and the Government will pay all usage charges.

Jobsite metering for these utilities is not required.

3.6.3 Utility Isolation or Service Outages

The applicable system owner shall operate all controls or valves. At least 17 days prior to the desired start date of work requiring shutdown of exterior utilities, coordinate requirements with the Contracting Officer's

SECTION 01 31 20 Page 8 representative and the applicable system owner(s). Following advance coordination of the outage date, time, and duration, request Government preparation of an Air Force Form 103, Base Civil Engineering Work Clearance Request, to obtain formal approval; follow procedures as described below for digging clearances.

3.7 WORK CLEARANCES AND COORDINATION

3.7.1 Digging Clearances

All excavation, trenching, soil boring, directional boring, or similar work requires advance Government approval. At least 17 days prior to the planned work, mark the site with stakes or paint, provide a detailed description and location map to the Contracting Officer's representative, and request Government preparation of an Air Force Form 103, Base Civil Engineering Work Clearance Request. The Government shall process the Form 103 to obtain coordination from utility system owners, and shall notify the Contractor of the outcome and, if approved as planned, the date upon which work is approved to proceed. Do not proceed with work prior to receipt of the completed and signed AF Form 103.

3.7.2 Building Systems Service Outages

Where work requires shutdown or modification of fire sprinklers, HVAC systems, electrical distribution, and/or other building systems or utilities, follow procedures as described above for digging clearances.

The applicable system owner shall operate all controls or valves. Do not proceed with work prior to receipt of the completed and signed AF Form 103.

3.7.3 Safe Clearance from Underground Utilities

Where work is required within 3 feet of any underground utility, the Contractor shall physically verify the location and depth of the utility by hand digging using wood or fiberglass handled tools or by hydro-excavation or similar method.

3.8 BUILDER UPDATE

3.8.1 General

The BUILDER Sustainment Management System is an application used by DoD to manage facility data to support operations, maintenance, and future capital investment decisions. The Contractor shall complete a BUILDER Update Form to document the changes to facility data resulting from work under this contract, to the extent applicable to the following ten Uniformat II building systems: B10 Superstructure, B20 Exterior Enclosure, B30 Roofing, C10 Interior Construction, C20 Stairs, C30 Interior Finishes, D20 Plumbing, D30 HVAC, D40 Fire, and D50 Electrical. A partially completed form is attached as "Appendix A - BUILDER Update Form" to this section. Following contract award, the Government will provide the BUILDER Update Form in Excel spreadsheet format.

3.8.2 Data Completion

The BUILDER Update Form provided by the Government is pre-populated with the types, quantities, and locations of equipment expected to be removed, installed, or replaced under this contract. The Contractor shall update the pre-populated data where necessary to reflect as-built conditions, and for each record shall add the installation date and the manufacturer's

SECTION 01 31 20 Page 9 name, model number, and serial number as applicable for the installed item. See further instructions provided with the BUILDER Update Form.

3.8.3 Submittals

Quarterly, update and submit a copy of the Working BUILDER Update Form in Excel spreadsheet format, reflecting as-built information for work completed to date. Submit a Final BUILDER Update Form in Excel spreadsheet format upon completion of work. With each submittal, include a signed memorandum from the Quality Control Manager certifying the form accurately reflects as-built information for work completed to date.

3.9 TRANSFER AND ACCEPTANCE OF REAL PROPERTY - DD FORM 1354

3.9.1 General

The DD Form 1354 is a document used by DoD to accept new real property into the DoD inventory and to document capital investment into or demolition of existing real property. The Contractor shall report the costs of facilities and the quantities of certain categories of real property provided, altered, or removed under this contract. For purposes of this requirement, a "facility" is defined as any individual structure or type of exterior improvement (utility, road, sidewalk, parking lot, etc.). Within a facility, only certain categories of real property are reportable. The Government shall notify the Contractor of the final list of facilities, the reportable categories of real property, and the units of measure for each category of real property pertaining to this contract. A partially completed draft form is attached as "Appendix B - Draft DD Form 1354" to this section.

3.9.2 Submittals

the following DD Form 1354 Data:

a. For each facility, report the total construction cost. For projects in which all work is in or on a single building or a single element of exterior infrastructure, the total construction cost shall equal the total contract cost. For projects involving work on multiple "facilities" as defined above, the sum of all facility construction costs shall equal the total contract cost.

b. For each facility, list each applicable category of real property and report the actual quantity installed, altered, and/or removed under this contract. For removals, report the quantity as a negative number. Where work involves both removal and installation of a given category of real property, use one line for the removal quantity and a separate line for the installation quantity. Where work involves alteration of existing real property but no change in quantity, report the quantity as zero. For each line include a brief remark indicating the scope of work, such as "Remove existing pavement," "Construct new sewer main," or "Renovate area, no change in square footage." Do not provide cost data for individual categories of real property; cost data shall be reported only at the facility level as described above.

c. Include a signed memorandum from the Quality Control Manager certifying the DD Form 1354 data accurately reflects as-built costs and quantities for the facilities and reportable categories of real property identified by the Government. Resubmit DD Form 1354 data as needed to

SECTION 01 31 20 Page 10 provide updated information or resolve deficiencies noted during Government review.

3.10 O&M MANUALS

3.10.1 Organization

Assemble O&M data into a series of electronically indexed files using the current version of Adobe Acrobat or similar software capable of producing PDF file format. Organize the files in numerical sequence corresponding to the individual sections within the construction contract specifications.

a. Provide one individual PDF file containing a table of contents for the entire O&M manual, corresponding to the table of contents for the contract specifications.

b. Provide one individual PDF file for each two-digit numbered division in the contract specifications (e.g., one file for Division 03 Concrete, a separate file for Division 04 Masonry, etc.). At the front of each two-digit numbered division file, provide a table of contents listing each separate specification section within the Division, electronically bookmarked to the first page of O&M data for each section. Arrange PDF pages in sequence according to their specification section number.

Include manufacturer's datasheets, operating instructions, and maintenance instructions. Include copies of final test reports, final commissioning reports, final certification reports, installer's instructions for the operator/user, or similar documents supplementing the manufacturer's information. Where manufacturer's datasheets describe multiple products or versions of products, mark the datasheets to clearly indicate the exact product or version provided. Indicate model name, number, configuration, color or style name, optional features selected, etc., as applicable.

c. Use PDF files obtained directly from the manufacturer wherever applicable. Where PDF files must be locally produced, produce such files by direct electronic conversion from the electronic native files wherever applicable. PDF files may be produced by scanning hard copy documents only when electronic originals are not available; notify the Contracting Officer's representative of any such cases, and perform optical character recognition processing on the resulting scanned documents.

d. Ensure all PDF files are searchable and legible when viewed on a computer monitor. Orient each PDF page such that the predominant information is displayed horizontally on a computer monitor, regardless of "portrait" vs "landscape" format of the page. Provide an electronic header on each page indicating the contract number, project "ZHTV number," and project name. Provide an electronic footer on each page indicating the two-digit numbered division and the sequential page number of each page.

3.10.2 Pre-Final O&M Manuals

Prior to project completion, submit for Government approval the Pre-Final Operation and Maintenance (O&M) Manuals for all installed equipment and materials, in electronic PDF format. No hard copy O&M manuals are required with the exception of hard copy laminated schematic diagrams and/or other similar visual aids where applicable for certain components or systems.

Include a signed memorandum from the Quality Control Manager certifying the

SECTION 01 31 20 Page 11

O&M Manuals comply with the standards listed below.

3.10.3 Final O&M Manuals

Following Government approval of the Pre-Final submittal, submit three sets of the Final O&M Manuals. Submit each set on a separate optical disc or set of discs. Electronic copies will also be accepted when applicable.

Provide hard copy laminated schematic diagrams and/or other similar visual…