B1001_Specifications.pdf

REPAIR AND ALTER

BUILDING 1001, B-1001

Dobbins ARB

Georgia, U.S.A.

SPECIFICATIONS

100% SUBMITTAL

May 13, 2015

Contract Number: FGWB-10-0024 A/B

Task Order Number: 5X05

TM Project Number: 14025

Repair and Alter Building 1001 100% Submittal Dobbins ARB FGWB-10-0024 A/B

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01010 GENERAL REQUIREMENTS

01300 SUBMITTALS

SUBMITTAL REGISTER

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01560 DOBBINS ARB ENVIRONMENTAL REQUIREMENTS (Oct 2014)

DIVISION 02 - EXISTING CONDITIONS

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND

MERCURY

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

PROJECT TABLE OF CONTENTS Page 2

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 31 13.00 40 METAL DUCTS

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 24 16.00 40 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

-- End of Project Table of Contents --

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

G001 COVER SHEET

G002 LEGENDS, ABBREVIATIONS, AND NOTES

AL101 LIFE SAFETY PLAN

AS101 ARCHITECTURAL SITE PLAN

AD101 DEMOLITION AND ABATEMENT PLANS

AD201 DEMOLITION ELEVATIONS

A101 FLOOR PLAN, RCP, AND ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 WALL SECTIONS AND DETAILS

A501 DETAILS

A601 SCHEDULES AND DETAILS

S001 GENERAL STRUCTURAL NOTES

S002 GENERAL STRUCTURAL NOTES

SD101 STRUCTURAL DEMOLITION PLANS

S101 FOUNDATION AND ROOF PLANS

S501 CONCRETE DETAILS

S502 CONCRETE DETAILS

S503 MASONRY DETAILS

S504 MASONRY DETAILS

S505 STEEL DETAILS

M101 DEMOLITION AND NEW WORK PLANS - MECHANICAL

E001 SYMBOLS AND ABBREVIATIONS - ELECTRICAL

E002 ELECTRICAL SCHEDULES

ED101 DEMOLITION PLANS - ELECTRICAL

E101 NEW WORK PLANS - ELECTRICAL

-- End of Document --

DOCUMENT 00 01 15 Page 1

SECTION 01010

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PROJECT INFORMATION

1.1.1 Contract Drawings and Specifications

1.2. SUBMITTALS

Submittals shall be submitted in accordance with Section 01300, SUBMITTALS.

NOTE: The contractor shall obtain Government approval of all materials and equipment requiring submittals prior to bringing these materials and equipment onto Dobbins ARB for installation and incorporation into the work. The contractor shall follow section 01300 of the basic contract in obtaining Government approval.

1.2.1. Administrative or Close-out Submittal

a. Construction Phasing (ref: paragraph 3.2.1)

b. Daily Progress reports to Contracting Officer within 2 hours of shift completion

c. Vehicle/Equipment to be used on Airfield (ref: 3.4)

d. Quality Control Plan, (ref: paragraph 3.17.6)

e. As-built drawings (After construction complete)

1.3. GENERAL DESCRIPTION

1.3.1. Location

The project is located at Dobbins Air Reserve Base, Georgia. Project site is on the airfield; runway, taxiways and apron parking.

1.3.2. Project Description

Construction involves the renovation and addition to Building 1001, the transmitter/receiver facility at Dobbins ARB. The work includes an 884 SF office space addition to the existing 1088 SF building. The addition will include a conference room, work stations for 5 personnel, a training station, and an interior door into the existing facility. The existing roof will also be completely removed and replaced with new rigid insulation and a new PVCroof membrane. The scope of this project is delineated in the construction plans.

1.4 GOVERNMENT INSPECTOR

The Base Civil Engineer, or his authorized representative, is designated as the representative of the Contracting Officer for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this contract. This clause does not authorize anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract.

1.5 ORAL STATEMENTS

No oral statement by any government official shall in any manner or degrees modify or otherwise affect the terms of this contract.

1.6 NO GOVERNMENT WAIVER

The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred will not be construed as a waiver or relinquishment to any extent of the right to assert or rely upon such terms or option on any future occasion.

1.7 AS-BUILT RECORDS

1.7.1 As-Built Drawings

Maintain at the jobsite 2 sets of full-size contract drawings. Any deviations from the contract drawings shall be marked legibly and accurately with a red pen. These drawings shall be available for review by the Contracting Officer at all times. Submit one marked set of prints to the Contracting Officer no later than 30 calendar days after work is deemed substantially performed or beneficial occupancy is taken.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 BASE REGULATIONS

The Contractor and his employees and subcontractor shall become familiar with and obey all base regulations, including fire, traffic, airfield, safety, environmental, and security regulations. Regulations are available upon request. All personnel employed on subject contract shall keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless previously cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

3.2 WORK SCHEDULE

The Contractor shall schedule his work to cause the least amount of interference with base operations. Work schedules shall be subject to the approval of the Contracting Officer. Under no circumstances shall fire water system be out of service for more than 5 calendar days.

Permission to interrupt any base roads and/or utility service shall be requested in writing a minimum of 10 calendar days prior to the desired date of interruption. Interruption shall not take place without specific approval from the Contracting Officer.

3.2.1 Construction phasing

Fourteen days prior to commencing work, provide to the Contracting Officer, for approval, a plan, which indicates the Timeline of start to completion of each construction phase.

3.3 WORK HOURS

The normal hours of work for the performance of this contract will be from 7:30 AM to 5:00 PM except as otherwise expressly provided in this contract. [NOTE: All work on or within 100lf of the edge of the runway shall be done from 11:00PM until 6:00AM.] The workdays will be Monday through Friday, with Federal holidays excluded. Alternate work hours require written permission of the Contracting Officer. The contractor must submit a written request for permission to work to the Contracting Officer at least 2 working days in advance of the date when the contractor desires to deviate from the normal hours and days. Permission to deviate will be predicated on complete justification for the request after due consideration to a larger work force and more equipment during normal hours, and providing the contractor defrays the additional costs to the Government including, but not limited to, inspection computed in accordance with existing Government regulations. If permission is granted by the Contracting Officer, written authority will be furnished to the contractor prior to the date the contractor desires to deviate from the normal hours or days. The Contracting Officer may also direct performance as authorized by the General Provisions by reference clause entitled “Schedule for Construction Contract.”

3.4 OPERATIONS ON THE AIRFIELD

All access to or through airfield areas shall be coordinated with the Contracting Officer and with the Airfield Manager (AFM). The Contractor shall, at all times that he is on the airfield, be in verbal and visual contact with the control tower. Contractor shall provide radio’s to maintain contact with the Control tower. Airfield Management Ops (AMOPS) shall be verbally informed when the work, for the shift, is complete and if all equipment, labor, and materials have been removed from the airfield by the Contractor. AMOPS shall conduct a daily visual runway check of the construction site, to ensure that all contractor tools, equipment, employees and debris are being removed OR have been removed before opening the runway to aircraft traffic at 7AM, as required. Contractor is responsible for material and construction debris removal deposited on airfield, runway, and taxiways and the contractor shall have sweeper/vacuum truck on-site to remove the material and debris. In the event the contractor causes an airfield safety violation which could cause damage to personnel and/or property. The AFM or designated representative will take the necessary action to remove the violation and advise the contracting officer and construction inspector as soon as possible. Contractor shall use low profile, weighted, lit, and flagged barricades to outline the work area(s). Forty-five days prior to construction start, Contractor shall provide, to the contracting officer, the number, type and vertical height of all equipment and vehicles to be used on the airfield. All flightline drivers, not being escorted, will have to pass a written flightline drivers test administered by Airfield Management. All flightline drivers must obtain an AF Form 483, Competency Card, before driving on airfield. Contractor will make an appointment with AFM to provide required drivers training. Contractor will comply will UFC 3-260-01, page 388, Section 14, Construction Phasing Plan and Operational Safety on Airfield During Construction.

3.4.1 Aircraft Traffic Interruption

The operation of equipment and the performance of work upon and in the vicinity of airfields shall be coordinated with the Contracting Officer and with the AFM. Neither equipment nor personnel shall use any portion of an airfield without permission of these officers. The airfield is active and work interruptions may occur for emergency or special mission purposes. Work interruptions may occur for emergency or special mission purposes. In the event the contractor is advised by the control tower to clear the airfield/overrun/runway/taxiway, the contractor shall remove all debris, equipment and personnel from the operational surfaces of the airfield and beyond the hold line within 15 minutes of notification to clear the airfield/overrun/runway/taxiway area. A scheduled landing or departure that has been identified to the Contractor prior to the start of the Contractor’s work shift shall not be considered an interruption.

3.4.2 Clean-up

The Contractor shall clean debris from the runway, taxiway, airfield, and ramp surfaces as the work proceeds. The “clean as you go concept” is necessary to ensure a clean surface is available if there is an aircraft emergency. The contractor shall keep vehicle floor boards, beds and tires free of any debris that could cause a Foreign Object Damage (FOD) to aircraft. Contractor will maintain and clean an “Entry/Exit Control Point”, for vehicles and personnel, at the job site, as determined by AFM.

3.4.3 Marking and Lighting of Contractor’s Vehicles used on the Airfield

The Contractor must have company name on passenger and driver side of vehicle. Exception: when issued Car Hat by AFM. During daylight hours, the Contractor’s vehicles shall have a flag on a staff attached to the vehicle so the flag will be readily visible. The flag shall be 3 feet square having a checkered pattern of International Orange and white squares each 1 square foot in size. In addition, vehicles shall have a yellow or Amber flashing beacon mounted on the uppermost part of the vehicle. The light shall be low intensity with a maximum of 400 candelas, a minimum of 40 candelas, and there shall be 360 degree azimuth coverage. The flash rate shall be 75+/- 15 flashes per minute. In lieu of a flag and beacon, vehicles can be escorted by a properly equipped vehicle.

3.5 EXISTING WORK

The removal or altering in any way of existing work shall be carried on in such a manner as to prevent personal injury or damage to any portions of the existing work that remains.

3.6 SANITATION

Adequate sanitary conveniences of a type approved for use by persons employed on the work shall be provided. Sanitary conveniences shall be properly secluded from public observation, and maintained by the Contractor in such a manner as required or approved by the Contracting Officer. Maintain these conveniences at all times without nuisance. Upon completion of the work, the contractor shall remove the conveniences from the premises, leaving the premises clean and free from nuisance.

3.7 UTILITIES

All reasonable quantities of government provided utilities shall be made available to the contractor without charge. Any temporary telephone service shall be requested by the contractor from the local Telephone Company providing service to Dobbins ARB. The contractor shall not tamper with, connect or access any Government communication facility, equipment or cable without express written consent from the Contracting Officer. Any temporary connections or lines that may be required shall be installed, maintained, and removed by the Contractor at his expense and in a manner satisfactory to the Contracting Officer. Contractor shall remove all temporary connections and lines prior to final acceptance of the construction.

3.8 UTILITY SERVICE INTERRUPTION

The Government shall not be held responsible for interruptions of utility services and shall not be liable for Contractor delays, damages, or increased costs occasioned by any such interruption of services.

3.9 OPTIONAL REQUIREMENTS

Where a choice of materials or methods, or both, is permitted in this contract, the Contractor will be given the right to exercise the option unless otherwise required by the specification or plans.

3.10 MATERIAL APPROVAL SUBMITTAL PREPARATION

"Material and Workmanship" shall be accomplished on and in accordance with the instructions to AF Form 3000, Material Approval Submittal. Material Approval Submittals shall contain complete information for the product proposed. The information shall be in enough detail to allow the Government to determine acceptability. Information to be provided includes, but is not limited to: a description of all salient features of the product, descriptive literature and manufacturer's cut sheet (if available), plus an explanation as to precisely why and how the material or item submitted meets or exceeds all required functions, performance and quality specifications.

3.11 MATERIAL DISPOSITION

3.11.1 Material/Equipment Title

Title to materials and equipment to be demolished, except Government salvage and historical items, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed.

3.11.2 Contractor Salvage

Contractor shall salvage items and materials to the maximum extent possible. Material salvaged for the Contractor shall be stored as approved by the Contracting Officer and removed from Government property before completion of the contract. The contractor shall not sell salvaged material on the site.

3.12 CLEAN-UP

Remove and transport debris in a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply. The contractor shall maintain a clean and orderly work site.

3.13 SAFETY REQUIREMENTS

The contractor shall initiate and maintain programs that comply with the provisions of 29 CFR parts 1926 and 1910 of the Occupational Safety and Health Standards. These programs shall include the education and training of employees and subcontractors’ personnel in the recognition, avoidance, and prevention of unsafe conditions and practices.

3.14 FIRE PROTECTION

The contractor shall be responsible for furnishing adequate and proper fire protection during all phases of work on site. Contact the base Fire Department in the event of emergency.

3.15 FACILITIES AND SERVICES

The contractor is responsible for storage of all materials. Storage areas shall be shown on the site plan and approved by the Contracting Officer.

3.16 RESTRICTIONS

3.16.1 Radio Transmitter Restrictions

The contractor shall conform to the restrictions and procedures for the use of radio transmitting equipment, as directed. Two transmitters shall be provided by the government to the contractor for use during construction.

3.16.2 Materials Burning

Burning of trash, timber and any other debris on government property is not permitted.

3.17 REQUIRED CONTRACTOR ACTIONS

3.17.1 Base Permits

Obtain these pursuant to paragraph 3.1 of this specification. Permits are required for, but are not necessarily limited to, welding, and digging.

3.17.1.1 Government Digging Permits

The requirement for digging or excavation permits (AF Form 103) shall be applicable for Government-owned utilities such as water, gas, electrical, sewer, fiber optics, telephone cable and communication cables for radar, weather and navigational aids cable.

3.17.1.1.1 Procedures for Government Digging Permits

Contractor shall not dig anywhere on Dobbins ARB without a valid digging permit.

Contractor shall notify the Contracting Officer in writing to request a digging permit.

Contractor shall mark the area on site where digging is to occur. This shall be done the same day the dig permit is requested.

Government has 14 days to issue an initial digging permit.

Contractor shall maintain all markings during construction performance period.

Contractor will provide AFM completed and signed copy of AF Form 103,Dig Permit, prior to digging.

Once a digging permit is issued, the contractor must hand dig and locate all marked utilities within 5 feet of the area to be worked on.

Contractor shall fill all holes prior to project completion.

If, during the life of the digging permit, utility markings are removed by the contractor or his subcontractor the contractor shall be responsible for replacing all markings.

3.17.1.2 UPC Digging Permits

The procedures set forth for Government-owned utilities shall not apply to utilities which are governed by the Utilities Protection Center (UPC) under the auspices of the State of Georgia. UPC utilities on Dobbins ARB include television cable, telephone cables, data cables, etc.. Procedures for utilities governed by the UPC shall be followed in accordance with Georgia Utility Facility Protection Act (GUFPA). The contractor is required to obtain a UPC digging permit prior to digging on Dobbins ARB. The government is not responsible for issuing or monitoring UPC digging permits.

3.17.1.3 Utility Damage

The Contractor must immediately notify the Government technical representative and UPC in the event that utility damage occurs. If damage to utilities is due to contractor non-compliance with permit instructions or contract requirements, repairs required shall be at the contractor’s expense. Fiber optic cables, which cannot be repaired to meet the minimum allowable decibels, will be replaced at the contractor’s expense.

3.17.1.4 Welding Permits

Obtain welding permits on a daily basis from the Base Fire Department.

3.17.2 Severe Weather Protection

In the event of severe weather, the contractor shall take precautions to minimize any danger to persons, and protect the work and any nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work.

3.17.3 Clean Tire Policy

Dobbins ARB has a clean tire policy at work sites. The purpose of this policy is to reduce or eliminate the transport of mud from the work area onto public rights-of-way by motor vehicles leaving the site or by runoff from the site. Clean and remove mud from the wheels of vehicles prior to entrance to public rights-of-way. The site exit shall be maintained in order to prevent tracking or flow of mud onto public rights-of-way. Immediately remove all materials spilled, dropped, washed or tracked from any vehicle or site onto any roadway or into any storm drain. Compliance with the clean tire policy, by Contractor and Sub-contractor personnel, shall be the sole responsibility of the Contractor.

3.17.4 Erosion and Sediment Control

Take positive steps to minimize siltation and erosion during the work. Comply with the requirements of Section 01560, drawings and all other related specification sections.

3.17.5 Environmental Requirements

The Contractor and all work to be performed on Dobbins ARB shall comply with the requirements of Section 01560.

3.17.6 Quality Control Plan

The contractor shall be required to institute a comprehensive Quality Control Program in order to assure himself and the Government that all materials and workmanship are in strict accordance with the provisions of the specifications. Within 10 calendar days after receipt of Notice to Proceed, the contractor shall submit his Quality Control Program Plan to the Contracting Officer for review and approval. The plan shall contain, at a minimum, identification of procedures for quality control, the type and model of major pieces of equipment to be used on-the-job, ordering procedures for materials, and procedures to ensure adequate progress.

3.17.7 Hazardous Spill Reporting

The contractor shall report any spill of oil or hazardous substances to the Fire Department service desk at Ext. 911 from a government phone, or (678) 655-4840 from a commercial phone (24 hours per day, 7 days per week). The contractor shall take every reasonable precaution to prevent the spillage of oil or other hazardous substances.

3.18 DD FORM 1354

Completion of a DD1354 Package is required for this project. Copies of the DD1354 form and it’s instructions are included in the project manual. Electronic copies will be available from the COR. Follow the instructions given for executing the DD1354 and coordinate it’s submission with the COR.

--- END OF SECTION ---

94 CE 1354 Procedures & Instructions A DD1354 is required to be submitted for capital improvements to facilities. A capital improvement represents anything over $20k and applies to either new construction or improvements to existing facilities. It also applies to building systems and utilities such as sprinkler systems, HVAC systems, power lines, water lines, etc. For example; replacing an HVAC system in a building does not trigger a capital improvement. But if instead of simply replacing a system, it is being upgraded or expanded, a DD1354 would be required if the HVAC improvements were valued at over $20k. For questions regarding the scope of a DD1354, ask the Chief of Engineering for an interpretation/determination. Examples and templates associated with this process are available on the network at:

\\mgefs03\94ce\CEC\OfficeAdministration\Templates\1354 Package

1. Steps & Responsibilities

1.1. Determination

The first evaluation of whether or not a DD1354 will be required for a project will be made during the planning stages by the programmer by indicating a DD1354 is needed in the project database when creating the record.

1.2. Preparation

The project manager is responsible for preparing the DD1354 package including the DD1354 itself. Development of the DD1354 can also be included in contracts and is recommended especially for more complex projects. The DD1354 package should be prepared during execution/construction.

1.3. Review

Prior to the final inspection, the project manager is responsible for routing a draft of the DD1354 to Chief of Engineering for review. The Chief of Engineering will coordinate the review with the Real Property Officer (RPO) and Resources Flight Chief. Ideally this takes place 30 days or more out from the final inspection.

1.4. Sign (Transferrer)

During either the pre-final or final inspection, the DD1354 will be signed. The placed-in-service date for Block 7a should be completed and signed in block 23a. The Contractor signs as the transferer; the project manager/engineer may sign if the contractor is unable to.

1.5. Submission

Once signed, the DD1354 is added to the complete DD1354 package. The project manager signs off on the worksheet and submits the entire package through the Chief of Engineering, Chief of Resources, and RPO for final review and signing off on the DD1354 worksheet.

1.6. Approval

After the worksheet is approved, the final package is submitted to the BCE for approval. The approved DD1354 is then turned back over to the RPO for processing with a copy being placed in the project library closout folder for DD1354’s.

2. 1354 Package:

2.1. DD 1354 Worksheet

Based on a template, provides a summary of the project and DD1354 package consisting of a:

• Project Summary: Write a short description of what the project entailed with a focus on what capital improvements being submitted in the DD1354 were accomplished.

• Line Item Summary: This section should align to block 9 of the DD1354 with a written description/summary of each of the individual line items involved.

• Cost Summary Spreadsheet: This section is a written synopsis of the sources and rational used to develop the values associated with the overall improvement and line items. The cost summary section of the worksheet needs to explain the source, rational, and/or assumptions associated with the calculations behind the DD1354.

• Document History: Signature blocks for the preparer, CEC & CER reviewer, and approval by the RPO.

2.2. DD 1354:

To be drafted/completed as described in the instructions below under paragraph #3.

2.3. Cost Summary Spreadsheet:

This document is the most project specific requirement and will vary greatly project to project by providing a summary of the units and values behind the line items in the 1354. Recommend using another project spreadsheet as a starting point. Sources may vary project to project, and keep in mind these are estimates and do not need to be precise. Most importantly, make sure the numbers match what is in the DD1354 and the source/rational is included in the worksheet.

If the project had a design associated with it, the spreadsheet needs to address that as well.

Not the entire design cost, but a pro-rated portion of the design based on how much of the total project was capitalized.

2.4. DD 1391:

The package must include a copy of the official “final” DD1391 for the project.

2.5. Form 9:

The package must include a copy of the form 9 providing the funds for the project.

3. DD1354 Form Instructions by Block:

1. From: Who is transferring the property? Ideally the construction contractor, but can be 94 MSG/CEC for working backlog of requirements where the contractor is no longer available.

2. Date Prepared: Self Explanatory.

3. Project/Job Number: Dobbins FGWB project number.

4. Serial Number: Created by combining FY & Project Number in the form FY##-####.

5. To: 94 MSG/CE, Dobbins Air Reserve Base, Marietta, GA.

6. RPUID: Real property unique ID number. This comes from the RPO. For projects with multiple RPUIDs, use the most prominent one for this field.

7. Contract Number: Self Explanatory.

a) Placed in Service Date: Date of acceptance (usually the final inspection).

8. Method: Self Explanatory, usually construction.

a) Acquisition by Construction

b) Total Asset Placed-in-Service

9. Line Items: Break down the project into individual line items for transfer/capitalization. This will be very project specific based on the scope of work, but essentially all new work (not replacement) needs to be identified, and the line items are generally broken down by category code (function). Items 9-22 are unique to each line item in the document.

10. Facility Number:

a) Should be on 1391, but may need to work with RPO for non building numbers used for systems such as utilities, fenceline, etc.

b) RPUID: Real property unique ID number is specific to the facility number. Work with real property officer to collect this information when drafting the 1354.

11. Category Code: Unique to function of each line item. A list of category codes is available here on the network in the folder linked in the first paragraph of this document.

12. Category Code Description: Usually the title of the category code or a variation of such. Available in the category code list.

13. Type Code: “P” for permanent.

14. Primary Unit of Measure: Self explanatory.

15. Primary Unit of Measure Quantity: Self explanatory.

16. Secondary Unit of Measure: Only required if a secondary unit of measure is available for a line item.

17. Secondary Unit of Measure Quantity: Self explanatory, only needed if #16 is used.

18. Cost: Cost/Value of the capital improvement. This should correlate to the cost summary spreadsheet.

19. Fund Source: Usually 03 for O&M. Other codes are 01 for MILCON and 02 for BRAC.

20. Funding Organization: 04 for Air Force Reserve.

21. Interest Code: 01 for owned by DoD.

22. Item Remarks: Remarks pertaining to that line item.

23. Statement of Completion: Typed name, signature, title, and date of signature by the responsible transferring individual or agent. Ideally the construction contractor, but can be 94 MSG/CEC for working backlog of requirements where the contractor is no longer available.

24. Accepted By: Ken Williams, Base Civil Engineer

25. Property Voucher Number: Leave blank, the RPO will assign.

26. Construction Deficiencies: This should be blank for the DD1354. We’re tracking punch list items separately from this document.

27. Project Remarks: Short description of the project; and summary of capitalized costs including a breakout for design (if applicable), construction, and total.

SECTION 01300

SUBMITTALS

PART 1 GENERAL

1.1 REFERENCES: (NOT USED)

1.2 DEFINITIONS

1.2.1 Submittal Definition, Shop drawings, product data, samples, administrative and closeout submittals, and additional data presented for review and approval by the Government.

1.3 SUBMITTAL TYPES

1.3.1 Material Submittals

Submittals for which review and approval will be made to ensure that the materials installed and process used for installation are in compliance with the design concept and contract documents. These include, but are not limited to, those items shown in paragraph 1.7 of this section. The following are examples of material approval data items:

a. Shop Drawings: As used in this Section, drawings, schedules, diagrams, and other data prepared specifically for this Contract, by the Contractor or through the Contractor by way of a subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate a portion of the work. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions (SD)."

b. Product Data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate a portion of the work, but not prepared exclusively for this Contract. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions (SD)."

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship, physically identical to a portion of the work, illustrating a portion of the work or establishing standards for evaluating the appearance of the finished work or both. Types are as listed in the paragraph 1.7, entitled "Schedule of Submittal Descriptions

(SD)."

[NOTE: USE THE ATTACHED MINIMUM SUBMITTALS (File Name: AF Form 66 for 01560 spec. Add additional rows to this spreadsheet for required submittals.}

1.3.2 Administrative and Closeout Submittals

Submittals of data for which review and approval will be to ensure that the administrative requirements of the contract are adequately met but not to ensure directly that the work is in accordance with the design concept and in compliance with the Contract documents. Submittals of this type include, but are not limited to, those items shown in paragraph 1.7 of this section.

1.3.3 Approving Authority

The approving authority for all submittals shall be the Contracting Officer.

1.3.4 Work

As used in this Section, the construction required by the Contract documents, including labor necessary to produce the construction and materials, products, equipment, and systems incorporated or to be incorporated in such construction and including materials, products, equipment, and systems produced both on and off-site.

1.4 PROCEDURES FOR ADMINISTRATIVE AND CLOSEOUT SUBMITTALS

1.4.1 Administrative and closeout submittals shall be provided as the work progresses in accordance with the time frames established within the contract for each item. Should a delivery date fall on a weekend or a holiday, the submittal shall be due the next working day thereafter.

1.4.2 Unless otherwise stated, the Government shall have fifteen (15) working days for review and acceptance of each administrative/closeout submittal.

1.4.3 All administrative/closeout submittals shall be submitted by letter to the Contracting Officer. The format shall be as specified for each item at the point in the contract which establishes the requirement. If a format and applicable forms are not specified, the submittal may be made on 8 1/2" by 11" plain bond paper, double-sided. The item shall be neatly and legibly handwritten or typed.

1.4.4 Warranties and operating instructions are required at the completion of the contract work and shall be submitted no later than thirty (30) calendar days after work is deemed to be substantially performed or beneficial occupancy is taken. Four copies of all warranties and operating instructions shall be provided unless otherwise specified. The Government shall have thirty

(30) calendar days for review and acceptance. Operation and maintenance manual data also shall include components required in the various technical sections of this specification.

1.4.5 With the exception of as-built drawings, drawings included in an administrative or closeout submittal shall conform to the requirements of paragraph 1.6.3 of this section.

1.4.5 Unless otherwise stated, administrative and closeout submittals shall be submitted in quantities of four, one original and three copies.

1.5 PROCEDURES FOR MATERIAL SUBMITTALS

1.5.1 Limits and Constraints Regarding Material Submittals

a. Submittals shall be complete for each portion of the work; components of the work interrelated as a system shall be submitted at the same time.

b. When submittal acceptability is dependent on conditions, items, or materials included in separate subsequent submittals, the submittal will be returned without review.

c. Submittals of information not required as a submittal, or covering work for which the submittals have been returned as "approved" or "approved as noted," will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which the item functions.

e. The work shall conform to approved submittals as approved. In the event a previously approved submittal has an error or omission, the contractor shall revise the submittal and resubmit for approval. Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addendums and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved.

f. Approval of a submittal by the Contracting Officer shall not relieve the Contractor from the responsibility to provide materials which comply with project specifications.

g. All material submittals must be submitted on an AF Form 3000, entitled Material Approval's submittal.

Review of submittals by the government will not be construed as a complete check, but indicates only that the submittals are in general conformance with the design concept and with the information given in the Contract Documents. This approval shall not relieve the contractor from responsibility for errors and omissions.

1.5.2 Scheduling of Material Submittals - SUBMITTAL REGISTER (AF FORM 66)

a. Material submittals requiring government review and/or approval are defined in each section of the specification.

AF Form 66 contains a listing of items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The contractor shall complete and submit the forms to the Contracting Officer for approval within 15 calendar days after Notice-to- Proceed or at the direction of the Contracting Officer. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract. The submittal register and the progress schedule shall be coordinated. The Contractor shall carefully control his/her procurement operations to ensure that each individual submittal is made on or before the Contract scheduled submittal date shown on the approved “Submittal Register.” Approval must be obtained from the Contracting Officer before the Contractor initiates any work for which material submittals are required. Submittals for critical items or long lead items shall be submitted individually to expedite processing.

c. The Contractor shall coordinate preparation and processing of submittals with performance of the work so that work will not be delayed by submittal processing. Also, coordinate and sequence different categories of submittals for same work and for interfacing units of work, so that one will not be delayed by coordination with another.

d. Except as otherwise specified, the Government will have fifteen (15) working days, beginning with receipt by the Contracting Officer, for review and approval of each material submittal. The period of review is the same for both the submittal and resubmittal.

e. For submittals requiring approval by the Fire Protection Engineer, the Government shall have, beginning with receipt by the Contracting Officer, 30 calendar days for review and approval of the submittal. The period of review is the same for both the submittal and resubmittal.

f. Resubmittals for disapproved items shall be made within the time specified on the AF Form 3000 by the Contracting Officer.

1.5.3 Contractor Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and Contract documents.

b. Ensure that material is clear and legible. Ensure required specialty stamps are affixed and signed.

c. Stamp each sheet of each submittal with the Contractor's certificating stamp, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only. Word the submittal stamp as follows:

"I hereby certify that the (equipment) (material) (article) shown and marked in this submittal is that proposed to be incorporated into Project Number

____________,_______, is in compliance with the Contract drawings and specifications, can be installed in the allocated spaces, and is submitted for Government approval.

Certified by __________________ Date _____________"

Note that this certification shall be placed on data attached to the AF Form 3000, not the AF Form 3000 itself.

d. Sign the Contractor's certification. The person signing the certification shall be one designated in writing by the Contractor as having that authority. The signature shall be in original ink. Stamped signatures are not acceptable.

e. Transmit submittals to the Contracting Officer in orderly sequence, to prevent project delays and delays in work by the Government or separate contractors.

f. Proposed deviations from the contract requirements shall be clearly identified. Advise the Contracting Officer of submittals which include a proposed deviation requested by the Contractor, the reason for deviation shall be annotated on the submittal. The notification shall be inserted directly under the AF Form 3000 and shall clearly state that the submittal includes deviations from the specifications and drawings. Government review, corrections or comments made on submittals do not relieve the contractor from compliance with the requirements of the drawings, specifications, addendums and contract documents. The government reserves the right to seek equitable compensation if submittals containing unnoted deviations are approved

g. Correct and resubmit submittal as directed by the Contracting Officer. Direct specific attention, in writing or on resubmitted submittal, to revisions not requested by the Contracting Officer on previous submissions.

h. Retain a copy of approved submittals at the project site, including the Contractor's copy of approved samples.

i. Furnish additional copies of submittals if requested by Contracting Officer, limit of 5.

j. Ensure no work is begun until the submittals for that work have been returned as "approved" or "approved as noted," except to the extent that a portion of the work must be accomplished as a basis of the submittal.

k. If an “or equal” product is submitted for approval, the contractor shall identify in the submittal what features are the same as the brand name product and what differences exist between the equal product and the brand name product.

1.5.4 Approving Authority's Responsibilities

a. Submittals will be reviewed for approval with reasonable promptness and only for conformance with project design concepts and compliance with the Contract documents.

b. Submittals will be returned with one of the following notations:

(1) Submittals marked "approved" or "approved as submitted" authorize the Contractor to proceed with the work covered.

(2) Submittals marked "approved as noted" authorize the Contractor to proceed with the work as noted provided the Contractor takes no exception to the notations and complies with all notations.

(3) Submittals marked "disapproved" indicate the submittal does not comply with the design concept or the requirements of the Contract documents and shall be resubmitted with appropriate changes.

1.6 FORMAT AND QUANTITY OF MATERIAL SUBMITTALS

1.6.1 Transmittal Form

Use of Transmittal Form AF Form 3000 is required. Transmit each submittal, except sample installations and sample panels, to the office of the Contracting Officer.

1.6.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction Contract number.

c. The Section and Paragraph number of the Specification Section in which the submittal is required.

d. Submittal number - Submittals shall be numbered sequentially by date submitted including re-submittals. Each submittal number shall be unique. A resubmittal shall be numbered in sequence as though an original submittal and shall include a reference to the submittal number for which the resubmittal is being made.

e. The name, address, and telephone number of the subcontractor, supplier, manufacturer and any other second tier contractor associated with the submittal.

f. Product identification and location in project.

1.6.3 Format and Quantity for Shop Drawings

a. For shop drawings presented on sheets larger than 8 1/2-inches by 14 inches, submit one reproducible and three prints of each required shop drawing prepared for this project.

(1) Transmit re-producibles rolled in mailing tubes.

(2) Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to the information "Identifying Submittals."

(3) After review, the approving authority will retain the prints and return only the reproducible with notation resulting from the review.

b. For shop drawings presented on sheets 8 1/2-inches by 14 inches or less, conform to the format and quantity requirements for product data, and present as a part of the bound volume for the submittals required by the Section.

c. Dimension drawings, except diagrams and schematic drawings; prepare dimensioned drawings to scale. Identify materials and products for work shown.

d. Shop drawings shall be not less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

1.6.4 Format and Quantity for Product Data

a. Submit 6 copies of submittals of product data.

b. Present product data submittals for each Section as a complete, bound volume. Include a table of contents listing page and catalog item numbers for product data.

c. Indicate, by prominent notation, each product which is being submitted; indicate the Section and paragraph numbers to which it pertains.

d. Supplement product data with material prepared for the project to satisfy submittal requirements for which product data does not exist. Note that the material is developed specifically for the project.

1.6.5 Format and Quantity of Samples

a. Furnish samples in the sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

(1) Sample of equipment or device: Full size.

(2) Sample of materials less than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of materials exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of linear devices or materials, such as, conduit and handrails: 10-inch length or length to be supplied, if less than 10 inches.

(5) Sample of non-solid materials, such as, sand and paint.

(6) Color selection samples: 2 inches by 4 inches.

(7) Sample panel: 4 feet by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples showing range of variation: Where variations are unavoidable due to the nature of the materials, submit sets of samples of not less than three units showing the extremes and middle of the range.

c. Quantity, unless otherwise specified:

(1) Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.

(2) Submit one sample panel. include components listed in technical section, as required by specifications.

(3) Submit one sample installation, as required by specifications.

(4) Submit one sample of non-solid materials, as required by specifications.

d. Recording of sample installation: Note and preserve the notation of the area constituting the sample installation but remove the notation at the final clean up of the project.

e. When a color, texture or pattern is specified in naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.7 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

SD-AA, Progress Schedule

Schedule for performance of work for the project, Contract Progress Schedule. (A type of administrative or closeout submittal.)

SD-BB, Progress Reports

Bi-weekly progress reports on work completed, Progress Report. ( A type of administrative or closeout submittal.)

SD-01, Data

Submittals which provide calculations, descriptions, or documentation regarding the work.

SD-02, Manufacturer's Catalog Data

Data composed of catalog cuts, brochures, circulars, specifications and product data, and printed information in sufficient detail and scope to verify compliance with requirements of the contract documents. (A type of Material Submittal.)

SD-03, Manufacturer's Standard Color Charts

Preprinted brochures of illustrations showing the color range of a material. Color selection samples may be submitted in lieu of color charts. (A type of Material Submittal.)

SD-04, Drawings

Scaled drawings, diagrams, schematic drawings, or other drawings, primarily graphic in nature, illustrating details, configuration, components, physical or functional relationship, and connections of a part of the work and the relationship of one part of the work to others or…