23-01-23 JBC B460 RTA SPECIFICATIONS.pdf

DESIGN REPAIR DORMITORY FACILITY-B.460

JOINT BASE CHARLESTON, SOUTH CAROLINA

RTA SUBMITTAL – SPECIFICATIONS

Project No.: DKFX 19-1072202

Design Opportunity No.: 1086911

CEMS No.: 15-154W

23 JAN 2023

Prepared by CEMS Engineering, Inc.

at the direction of Joint Base Charleston

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DESIGN REPAIR DORMITORY FACILITY-B.460

JOINT BASE CHARLESTON, SC

PROJECT NO: DKFX 19-1072202

CEMS NO: 15-154W

CERTIFICATIONS

GENERAL CIVIL

ARCHITECTURAL STRUCTURAL

MECHANICAL FIRE PROTECTION

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DEAN C.

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A-7903

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Design Repair Dormitory Facility - B.460 15154W

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 JB Charleston 12/21 SUMMARY OF WORK 01 14 00 JB Charleston 12/21 WORK RESTRICTIONS 01 30 00 JB Charleston 12/21 ADMINISTRATIVE REQUIREMENTS 01 32 00 JB Charleston 12/21 PROJECT SCHEDULE 01 33 00 JB Charleston 12/21 SUBMITTAL PROCEDURES 01 35 26 JB Charleston 12/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 JB Charleston 12/21 QUALITY CONTROL

01 50 00 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 50 10 JB Charleston 04/15 ENVIRONMENTAL 01 54 00.00 31 JB Charleston 07/14 GREEN PROCUREMENT 01 57 19.00 31 JB Charleston 06/22 TEMPORARY ENVIRONMENTAL CONTROLS 01 57 20.00 31 JB Charleston 05/22 ENVIRONMENTAL PROTECTION 01 57 50 JB Charleston 07/14 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 JB Charleston 12/21 CLOSEOUT SUBMITTALS

01 78 23 07/06 OPERATION AND MAINTENANCE DATA

01 91 00.15 02/19 TOTAL BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 08/22 DEMOLITION AND DECONSTRUCTION

02 83 00 11/18 LEAD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 4: 08/22 CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 40 00 05/15 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 24 00 05/11 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 26 05/17 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 60 00 05/17 FLASHING AND SHEET METAL

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16, CHG 3: 11/18 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

PROJECT TABLE OF CONTENTS Page 1

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 91 00 08/20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 05/11 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS TILING

09 65 00 08/10 RESILIENT FLOORING

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 90 00 05/11 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 28 13 08/20 TOILET ACCESSORIES

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 08/20 ROLLER WINDOW SHADES

12 36 00 08/18 COUNTERTOPS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 73 05/22 SEISMIC CONTROL FOR MISCELLANEOUS

EQUIPMENT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 01 30.41 02/15, CHG 2: 08/17 HVAC SYSTEM CLEANING

23 05 48.19 05/18 SEISMIC BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 21 23 08/17 HYDRONIC PUMPS

23 30 00 05/20 HVAC AIR DISTRIBUTION

23 52 00 04/08 HEATING BOILERS

23 64 26 08/09 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 29 23 02/20, CHG: 1 - 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

PROJECT TABLE OF CONTENTS Page 2

UNDER 600 VOLTS

26 51 00 05/20 INTERIOR LIGHTING

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 76 02/16 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 19 08/17 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 61 14 02/10 EXTERIOR BURIED PREINSULATED WATER

PIPING

33 71 02 02/15, CHG 1: 11/19 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

01 32 00 - ATTACHMENT A - SCHEDULE AND PAY REQUEST CALENDAR EXAMPLE

01 33 00 - SPECSINTACT SUBMITTAL REGISTER

01 33 00 - ATTACHMENT A - JB CHS TRAMSMITTAL FORM 4025

01 33 00 - ATTACHMENT B - JB CHS RFI FORM

01 33 00 - ATTACHMENT C - FORM 4288-R (SUBMITTAL REGISTER

01 33 00 - ATTACHMENT D - FORM 4289-R (RFI REGISTER)

01 35 26 - ATTACHMENT A - ACCIDENT INVESTIGATION FORM (CIRS)

APPENDIX A - LIMITED ASBESTOS SURVEY - PROVIDED BY TERRACON

01 57 20.00 31 - ATTACHMENT A - CONTRACTOR/TRANSIENT ORGANIZATION HAZARDOUS

MATERIAL INVENTORY

01 57 20.00 31 - ATTACHMENT B - MONTHLY CONSTRUCTION AND DEMOLITION REPORT

PROJECT TABLE OF CONTENTS Page 4

SECTION 01 11 00

SUMMARY OF WORK

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PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work shall be located on Joint Base Charleston (JBC) Air Base (AB), approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Building(s) will not be occupied during performance of work under this Contract.

Before work is started, the Contractor shall 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, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located on Joint Base Charleston. Provide a salvage plan, listing material and equipment to be salvaged, and their stoarge location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer.

Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 1

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SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

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PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Air Force - Base Civil Engineering - Dig Permit Request; G

Approved Utility Outage Request; G

Approved Road Clousure Requests; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Requirements for security and base access varies between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligable, subject to documentatioin acceptable to the Government, for an adjustment to the contract.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Additional Personnel Requirements

1.2.1.2.1 General Construction and Finish Work

General construction and finish work of the [secure area][controlled area][_____] must be performed by U.S. firms using U.S. citizens. General construction includes construction activities such as [building sitework, utilities, foundations, structure, and ]enclosure or shell, including doors, windows and façade work. Finish Work includes construction activities such as insulation, floor, partition, and ceiling systems;

cabinet work; conveyor systems; specialties; building furnishings, fixtures, and equipment; and mechanical and electrical services and equipment including those specialized for fire protection, security, communication, control, energy conservation, safety, comfort, convenience, and similar purposes.

SECTION 01 14 00 Page 1

1.2.1.2.2 Electronic Security System Equipment

Electronic Security Systems equipment such as processing control units, workstations, field panels, sensors, high security locks, card readers, cable installation, and system programming, testing and training must be performed by [U.S. citizens who have been subjected to a trustworthiness determination] [U.S. companies using U.S. citizens who have been subjected to a trustworthiness determination] [U.S. companies using U.S. TOP SECRET-cleared personnel] [U.S. companies using U.S. SECRET-cleared personnel].

1.2.1.3 Identification Badges/Passes

Identification badges/passes are required for unescorted access beyond 1 day per 12 month period. Contractor shall confirm the most current security requirements with the Contracting Officer or Base Sponsor.

Application for and use of badges shall be as directed based on current access requirements. Contractor shall furnish a completed Joint Base Charleston (JB CHS) Worksheet for Base Access form for all personnel requesting badges/passes for Base Sponsor digital signature no later than 7 calendar days in advance of needing a badge/pass. The most current version of this form can be obtained from the Base Sponsor. The Prime Contractor shall be responsible for filling out the form accurately and delivering a signed copy of the form with required supporting documentation (including photo identification in accordance with Real ID Act) to the Air Base or Weapons Station Visitor Control Center (VCC) after obtaining sponsor signature. The Prime Contractor is responsible for the accuracy of worksheet information and proper use of all badges/passes issued for purposes related to their contract. Badges/passes shall only be used to access the locations specified, for the purposes specified, during the dates and times specified. When Applicants no longer requires access, it is the Prime Contractor's responsibility to ensure all access badges/passes are promptly returned to the issuing VCC. Contractor shall immediately report instances of lost or stolen badges/passes to the Base Sponsor. Any noncompliance with Joint Base Charleston, USAF, DOD, and Federal policies and directives could result in adverse contract action, legal action, and/or being barred from the installation.

1.2.2 Tobacco Use Policy

Tobacco use is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.3 Working Hours

Regular working hours will consist of an established by the Contracting Officer, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.2.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving

SECTION 01 14 00 Page 2 the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.2.5 On-Site Permits

1.2.5.1 Dig Permit Request

1.2.5.1.1 South Carolina 811

a. Prior to submitting a dig permit request, the Contractor shall contact South Carolina Palmetto Utility Protection Services (PUPS) and obtain a PUPS tracking number.

b. Locators use the APWA Uniform color code to mark underground facilities. Each color represents a different type of utility:

Red - Electric Power Lines, Cables, Conduit or Lightning Cables Yellow - Gas, Oil, Steam, Petroleum or Gaseous Material Orange - Communication, Cable TV, Signal Cables, or Telephone Blue - Potable Water Green - Sewer or Drain Lines Pink - Temporary Survey Markings Purple - Reclaimed Water, Irrigation, or Slurry Lines White - Proposed Excavation

1.2.5.1.2 Air Force - Base Civil Engineering - Dig Permit Request

a. Complete the Air Force - Base Civil Engineering - Dig Permit Request and transmit to the Contracting Officer or the Contracting Officer Representative for routing and approval 14 calendar days prior to the desired outage or closure date.

b. The Contractor is responsible for verifying all utilities prior to excavation. The Contractor is responsible for maintaining all markings on the project site throughout excavation. The markings shall be kept current throughout the contract period of performance - transmit to the Contracting Officer or the Contracting Officer Representative for routing and re-approval every 21 Calendar Days after initial approval to avoid an expired permit.

c. The Contractor is responsible to verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

d. Notify the Contracting Officer or the Contracting Officer Representative at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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PART 1 GENERAL

1.1 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:

SD-01 Preconstruction Submittals

Resume For The Proposed Superintendent; G

Pre Construction Survey, FIO

SD-04 Samples

Color Boards; G

SD-07 Certificates

Progress And Completion Pictures; FIO

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. The samples shall be presented on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.3 PRE CONSTRUCTION SURVEY AND PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Submit these photographs with a narrative report indicating the existing conditions of the project site prior to mobilization.

Provide monthly, and within one month of the completion of work, digital photographs, 1600 x 1200 x 24 bit true color 5-megapixel minimum resolution in jpeg file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire

SECTION 01 30 00 Page 1 project from a minimum of ten views from points located by the Contracting Officer's Representative. Submit a view location sketch indicating points of view upon request.

Photographs for each month shall be in a separate monthly directory and each file name shall include a date designator. Cross-reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by [State] law.

1.5 CONTRACTOR SPECIAL REQUIREMENTS

1.5.1 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC shall be accomplished directly by a first tier subcontractor, including the Commissioning Agent. No work required by Section 23 05 93 shall be accomplished by a second tier subcontractor.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent capable of reading, writing, and conversing fluently in the English language, on the job-site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

Superintendent must have a minimum of 5 years of experience as a project manager, project engineer, superintendent, or quality control manager on projects similar in size, scope and complexity to this project.

The project superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping work on all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop work orders shall be made the subject of a claim for extension of time for excess costs or damages by the contractor.

SECTION 01 30 00 Page 2

Approval of the project superintendent is required prior to the start of construction. Provide a resume for the proposed superintendent describing their experience with references and qualifications to the contracting officer for approval. The contracting officer reserves the right to interview the proposed project superintendent at any time in order to verify the submitted qualifications.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the contract and safety program, preparation of the schedule of prices, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

SECTION 01 30 00 Page 3

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats.

Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc.

Multiple email address will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00 Page 4

SECTION 01 32 00

PROJECT SCHEDULE

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PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Schedule And Pay Request Calendar; G

Baseline Cost Loaded Critical Path Method (Cpm) Project Schedule; G

SD-07 Certificates

Monthly Cost Loaded Cpm Project Schedule Updates; G

SD-11 Closeout Submittals

As-Built Schedule; G

1.2 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 5-years' experience scheduling construction projects similar in size and nature, as identified in Section 01 11 00, to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting Officer.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available.

SECTION 01 32 00 Page 1

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in the development of the schedule and coordinate closely with the Contracting Officer, Contracting Officer's Representative, and Facility Manager(s) in its maintenance. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM) to control, budget, and invoice project activities. For consistency, when scheduling software terminology is used in this specification, the terms in Primavera's scheduling programs are used.

3.2 BASIS FOR PAYMENT AND COST LOADING

The Baseline Cost Loaded CPM Project Schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

Lack of an approved updated Cost Loaded CPM Project Schedule may result in an inability of the Contracting Officer to evaluate the Contractor's progress for the purposes of payment. The Baseline Cost Loaded CPM Project Schedule shall be submitted for approval within 30 calendar days after the Notice of Award has been acknowledged.

The Contractor is responsible for scheduling, sequencing, budgeting, and executing work to comply with the requirements of the Contract Documents.

Government acceptance extends only to the activities of the Contractor's schedule that the Government has been assigned responsibility and agrees it is responsible. Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of Government acceptance; but are for the general conformance with established industry scheduling concepts.

The Contractor shall submit a schedule and pay list calendar with the Baseline Cost Loaded CPM Project Schedule within 30 calendar days after the Notice of Award has been acknowledged. Reference Attachment A as an example. The schedule and pay request calendar shall forecast dates for the following:

a. Contractor Provides Draft Monthly Cost Loaded CPM Project Schedule Updates and Narrative to JB Charleston.

b. Contractor Conducts Monthly Periodic Schedule Meeting with JB Charleston.

c. Contractor Submits Final Monthly Cost Loaded CPM Schedule Update and all Reports.

SECTION 01 32 00 Page 2

d. Contractor Provides Approved Monthly Cost Loaded CPM Schedule Update and Submits Pay Application (AIA Style) to JB Charleston.

e. Contractor Submits Approved Invoice for Payment in Wide Area Work Flow (WAWF).

Reference Attachment A - Schedule and Pay Request Calendar as an example submittal requirement. An excel spreadsheet version of this calendar can be provided upon request.

All pay applications may be submitted using the AIA Document G702-1992, Application and Certificate for Payment, and G703-1992, Continuation Sheet.

3.2.1 Activity Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

The Contractor is advised to refer to the contract's payments clause for more detail relative to payment for stored material or equipment. Material and Equipment Costs for which payment will be requested in advance of installation shall be assigned to their respective procurement activity (i.e., the material/equipment on-site activity). All other construction costs shall be assigned to their respective Construction Activities. The value of inspection/testing activities will not be less than 10 percent of the total costs for Procurement and Construction Activities. Evenly disperse overhead and profit to each activity over the duration of the project.

Each cost-loaded activity shall have a detailed quantity breakdown and unit of measure.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the baseline or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, review and approval of pay applications may be delayed.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in the development of the schedule and coordinate closely with the Contracting Officer, Contracting Officer's Representative, and Facility Manager(s) in its maintenance. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

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Prepare each Project Schedule using the Precedence Diagram Method (PDM) to control, budget, and invoice project activities. For consistency, when scheduling software terminology is used in this specification, the terms in Primavera's scheduling programs are used.

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 28 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the baseline project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission and approval of fire protection specialist.

j. Building commissioning - Functional Performance Testing

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k. Controls testing.

l. Performance Verification testing.

m. Pre-Warranty Conference.

n. Other systems testing, if required.

o. Contractor's pre-final inspection.

p. Correction of punch list from Contractor's pre-final inspection.

q. Government's pre-final inspection.

r. Correction of punch list from Government's pre-final inspection.

s. Final inspection.

3.3.5 At a minimum, each acitivity shall include the following information:

a. Activity ID

b. Activity Description

c. Calendar

d. Original Duration in Calendar Days

e. Early Start Date

f. Early Finish Date

g. Late Start Date

h. Late Finish Date

i. Total Float

j. Contract Line Item Number (CLIN)(i.e.: CLIN 0001, CLIN 0002, etc.)

3.3.6 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals permit approvals by State regulators, inspections, utility tie-in/outages, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or affect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

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3.3.7.1 Contract Award Date and Milestone

The Contractor shall include as the first activity on the schedule a start milestone titled "Contract Award", which shall have a Mandatory Start constraint equal to the Contract Award Date.

3.3.7.2 Project Start Date Milestone and Constraint

The Contractor shall include as an activity after award on the schedule a start milestone titled "Notice to Proceed (NTP)", which shall have a Mandatory Start constraint equal to the date the Notice to Proceed is acknowledged..

3.3.7.3 Projected Completion Milestone

The Contractor shall include an unconstrained finish milestone on the schedule titled "Projected Completion", indicating the point in time at which the project is complete and ready for its intended use. This milestone shall have the Contract Completion Date (CCD) as its only successor.

3.3.7.4 Contract Completion Date (CCD) Milestone

The Contractor shall include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)", which shall have a Finish on or Before constraint equal to the Contract Completion Date. The only predecessor to the Contract Completion Date Milestone shall be the Projected Completion Milestone. The CCD Shall be equal to the Period of Performance (in Calendar Days) added to the NTP date.

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "Contract Completion Date" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "Contract Completion Date" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.5 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.6 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.7 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

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3.3.8 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc.

Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.

All activity durations and float values shall be shown in calendar days.

Default activity type shall be set to "Task" and the project "Must Finish By" date shall be left blank.

3.3.8.1 Monthly Anticipated Adverse Weather Delays - in Caldendar Days

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

6 5 5 5 5 8 9 9 7 5 4 6

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated adverse weather delay days. The above chart in paragraph 3.3.8.1 indicates the amount of weather days to be accounted for in the Critical Path Method Schedule for those activities that are weather sensitive. A lost workday due to weather conditions is defined as a day in which the Contractor cannot reasonably work at least 50 percent of the day on the impacted activity.

Use the National Oceanic and Atmospheric Administration's (NOAA) Summary of Monthly Normals report to obtain the historical average number of days each month with precipitation, using a nominal 30-year, greater than 0.10 inch precipitation amount parameter, as indicated on the Station Report for the NOAA location closest to the project site as the basis for establishing a "Weather Calendar" showing the number of anticipated Non-workdays for each month due to adverse weather, in addition to Saturdays, Sundays and all Federal Holidays as non-work days. Table

3.3.8.1 indicates this anticipated schedule for Joint Base Charleston.

3.3.8.2 Government Holidays

The following holidays shall be incorporated into the Project Schedule as non-work days. Follow the procedures identified in Specification 01 14 00 to request work on the following days. Reference the Office of Personnel Management Website (https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/#url=Overview) for the most current information regarding Government Holidays and the specific days for observance:

New Year's Day

Birthday of Martin Luther King, Jr.

Washington's Birthday

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Memorial Day

Juneteenth National Independence Day

Independence Day

Labor Day

Columbus Day

Veterans Day

Thanksgiving Day

Christmas Day

3.3.9 Open Ended Logic

Only two open ended activities are allowed: the first activity "Contract Award Date" may have no predecessor logic, and the last activity, "Contract Completion Date" may have no successor logic.

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

3.3.10 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.11 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.12 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

3.3.13 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

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3.3.14 Leads, Lags, and Start to Finish Relationships

Lags, Leads (negative lags), and Start-to-Finish (SF) relationships are prohibited.

3.3.15 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

3.3.16 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities.

3.3.17 Remaining Duration

Update the remaining duration for each activity based on the number of estimated calendar days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

3.3.18 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.18.1 As-Built Drawings

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than 1 percent of the present contract value. Activity will be declared 100 percent complete upon the Government's approval.

3.3.18.2 O&M Manuals

Cost load the "Submission and approval of O & M manuals" activity not less than 1 percent of the overall contract value. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

3.3.19 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is a Baseline Project Schedule that indicates all scope of the required contract work will be completed before the contractually required completion date.

a. No Baseline Project Schedule indicating an Early Completion will be accepted without being fully resource-loaded (including crew

SECTION 01 32 00 Page 9 sizes and man-hours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

c. If an Early Completion Schedule is proposed by the Contractor and accepted by the Government, the difference between the Early Completion CCD and the original CCD will be considered project float. Project float, as defined herein, is shared by the Contractor and the Government. The decision to modify the contract to reflect the Early Completion CCD will rest with the Contracting Officer.

3.4 PROJECT SCHEDULE

Provide the submissions as described below. The data reports and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

3.4.1 Schedule Acceptance Prior to Start of Work

The Contracting Officer and/or Contracting Officer's Representative and the Contractor shall participate in a preliminary meeting(s) to discuss the proposed schedule and requirements of this section prior to the Contractor submitting the Project Baseline Cost Loaded CPM Schedule. This preliminary meeting is to be requested by the Contractor to the Contracting Officer.

Only bonds shall be paid prior to acceptance of the Baseline Cost Loaded CPM Schedule.

The acceptance of a Baseline Cost Loaded CPM Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's pay request(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Cost Loaded CPM Schedule and subsequent schedule updates shall be understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

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3.4.2 Periodic Schedule Updates

Update the Cost Loaded CPM Project Schedule on a regular basis, monthly at a minimum. Provide a draft Periodic Schedule Update for review at the schedule update meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS. These updates will enable the Government to assess Contractor's progress.

a. Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

b. AS and AF dates must match the date(s) reported on the Contractor's Quality Control Report for an activity start or finish.

3.4.3 As-Built Schedule

As a condition precedent to making final payment, submit an "As-Built Schedule," as the last schedule update showing all activities at 100 percent completion. This schedule shall reflect the exact manner in which the project was actually constructed.

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Baseline Schedule and every Periodic Schedule Update throughout the life of the project:

3.5.1 Data Files

Submit the baseline cost loaded critical path method (cpm) project schedule and Monthly Cost Loaded Critical Path Method Project Schedule Updates on electronic media acceptable to the Contracting Officer. Also include the Narrative Report and all required Schedule Reports. Each schedule must have a unique file name and use project specific settings.

3.5.2 Narrative Report

Provide a Narrative Report with each schedule submission. The Narrative Report is expected to communicate to the Government the thorough analysis of the schedule output and the plans to compensate for any problems, either current or potential, which are revealed through that analysis.

Include the following information as a minimum in the Narrative Report:

a. Identify and discuss the work scheduled to start in the next…