A-1_Specifications_(OR_B223).pdf

ORANG Repair Logistics Bldg 223 Kingsley Field, OR

KJAQ152451

Type B-3 Submittal

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 SECURITY REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTALS

01 39 00 REQUEST FOR INFORMATION

01 40 00 GENERAL PROJECT AND QUALITY REQUIREMENTS

01 72 00 PROJECT RECORD DOCUMENTS

01 77 00 WARRANTIES

01 78 00 CONTRACT CLOSEOUT

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

5 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

6 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

6 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

7 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

7 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

8 11 13 08 14 00 08 34 59 08 41 13 08 71 00 8 81 00

STEEL DOORS AND FRAMES

WOOD DOORS

VAULT DOORS AND DAY GATES

ALUMINUM-FRAMED ENTRANCES, STOREFRONTS AND CURTAINWALL

DOOR HARDWARE

GLAZING

PROJECT TABLE OF CONTENTS Page 1

ORANG Repair Logistics Bldg 223 Kingsley Field, OR

KJAQ152451

Type B-3 Submittal

DIVISION 09 - FINISHES

9 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

9 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 72 00.00 10 ENERGY RECOVERY SYSTEMS

23 82 19.00 40 FAN COIL UNITS

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00.00 10 FIRE DETECTION AND ALARM SYSTEM, DIRECT CURRENT LOOP

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

ORANG Repair Logistics Bldg 223 KJAQ152451 Kingsley Field, OR Type B-3 Submittal

SECTION 01 11 00

SUMMARY OF WORK

08/15

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

Utility Outage Requests

Utility Connection Requests

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes furnishing all plant, equipment, labor, devices, tools, materials, transportation, services, supervision and all miscellaneous requirements to perform all operations in conjunction with the efforts to accomplish the work. Work includes the replacement of the existing roof at Building 223 at Kingsley Field, Oregon, as well as interior renovations. Interior renovations generally consist of renovation of administrative spaces, restrooms, windows, HVAC and electrical improvements. All work shall be complete and function as intended, as if identified exclusively. All work shall be accomplished in accordance with applicable drawings, specifications, industry standards, applicable Building and Environmental Codes, Regulations, and Laws. Project elements include, but are not limited to: sitework, utilities, HVAC systems, plumbing, restrooms, power, lighting, and telecommunications.

1.2.2 Location

The work is located at the Kingsley Field- Klamath Falls, Oregon, approximately as indicated. The exact location will be shown by the Contracting Officer.

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 must be in a condition equal to or better than that

SECTION 01 11 00 Page 1 which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

1.4.1 Notification Prior to Excavation

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

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 3 miles of the construction site.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

01 14 00

SECURITY REQUIREMENTS

PART 1 – GENERAL

1.1 GENERAL REQUIREMENTS

a. Security requirements and procedures shall be coordinated with the 173d

Security Forces Squadron, Kingsley Field Air National Guard Base (KFANGB) through the Contracting Officer. Activities of the Contractor and the Contractor's employees and subcontractors and their employees while on the Base shall be conducted in accordance with Base regulations, including those of the fire marshal, as well as security directives.

b. All contractors and associated subcontractors are required to fill out a

Security Background Check on DD Form 369 and submit to the BCE office 10 days prior to performing work on Base. POC is Anna Harsch (541-885- 6368).

c. The Contractor is responsible for the security of all supplies and equipment associated with their work sites. If thefts occur they shall be reported to Security Forces immediately at 541-885-6443.

d. Contractor gate operation hours are 0630-1600 daily, Monday through

Friday, excluding holidays and Scheduled Days Off (SDO). Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer, at least 3 working days in advance.

e. Daily entry onto and exit from the Base may be delayed depending upon the Government security threat condition. Typical delays may range from 5 to 25 minutes, but could increase upwards to 2 hours or more on occasion. All Construction vehicles, deliveries and employees shall enter through the SOUTH Gate, unless directed otherwise. All vehicles are subject to search.

1.2 ENTRY/EXIT PROCEDURES

a. Contractor/delivery personnel will be subject to vehicle and personal search while entering and may be subject to search upon exiting the installation. An Entry Authorization List (EAL) (See template at Attachment B) provided by the Contractor will control access to the installation.

b. The Contractor’s team is required to receive a Kingsley Field

Contractor’s Badge, in order to enter. There are 2 types of Badges.

The first type of badge is a photo badge for all individuals performing escort duties and superintendent duties. The second type of badges is the standard Contractor’s Badge. All employees are required to wear one of these badges while on the installation. If personnel are unable to wear the badge due to safety concerns the Contractor shall identify those specific duties and the names of the individuals to Security Forces.

c. Upon arrival at the designated gate Contractor personnel vehicles will be searched. Contractor personnel shall provide a Contractors

01 14 00 - 1

Badge or government issued picture ID. The gate sentry will compare the name to the EAL provided by the General Contractor against the name on the photo ID to confirm the name appears on the access list. If the name does not appear on the list, access will be denied.

1.3 IDENTIFICATION CREDENTIAL PROCEDURES PHOTO BADGE

a. The general contractor, superintendent and contractor provided escorts shall apply for a photo badge by completing the Contractor Access Request Packet. This must be accomplished at least 21 days prior to issue. The request for escort requires a criminal history check, information obtained in the background check will determine if you receive authorization for escort privilege. Information obtained during the background check may also preclude authorized access to the installation. A non-photo badge may be issued while the background check is being conducted. The non-photo badge DOES NOT authorize escort privileges.

b. The completed application, with a legible copy of the applicant's government issued picture identification showing a date of birth, must be hand carried by the Prime Contractor's Superintendent (or other person as approved by the Contracting Officer's Representative (COR)) to the COR office (working hours 0630 to 1600, Monday through Friday).

The COR will provide the requests to Security Forces. Upon completion of the check, 173 Security Forces will notify the COR of the status of each application. The COR may authorize the General Contractor to submit paper work directly to Security Forces. The authorization must be submitted in writing to the 173d SFS/SFO. This authorization may be removed at anytime by the Security Forces or the COR.

1.4 IDENTIFICATION CREDENTIALS PROCEDURES CONTRACTOR BADGE

a. All Contractor and subcontractor personnel, except those not under direct control, such as concrete truck and material deliveries, shall obtain and fill out a Contractor Access Request Packet. Individuals being issued the KFANG contractor badge must be identified by the contractor one (1) business day in advance. The completed application, with a legible copy of the applicant's government issued picture identification showing a date of birth, must be hand carried by the Prime Contractor's Superintendent (or other person as approved by the Contracting Officer's Representative (COR)) to the COR office (working hours 0630 to 1600, Monday through Friday). The COR will provide the requests to Security Forces. If authorized the Prime Contractor may take the requests directly to Security Forces.

b. After processing of the application, a Wants and Warrants check will be completed on the applicant. Upon completion of the check, 173 Security Forces will notify the COR of the status of each application that have any issues

1.5 CONTROL AND ISSUANCE OF CONTRACTOR BADGE

a. The 173 Security Forces will assign a series of contractor badges and passes with unique identification numbers to each contractor. The contractor is responsible for accounting, controlling, and disbursing these badges and passes to their workers. All workers receiving a badge and pass must complete the Contractors Access Request Packet.

The General contractor must also sign indicating verification of the workers drivers’ license, current vehicle registration and current

01 14 00 - 2 insurance card. The Contractor shall assign workers one of the uniquely numbered badges for the duration of the contract. The EAL shall identify the assignment of the badge number to the worker.

b. At the completion of the job, the Contractor shall return all badges to

173 Security Forces. In the event any badges are not recovered, the general contractor shall reimburse the government $27.50 per lost badge.

1.6 CONTROLLED AREA IDENTIFICATION & REQUIREMENTS

a. This project is NOT in an Controlled Security Area.

b. The Government will provide entry controllers to monitor access of contractors and work within the Construction Zone. Escorts may operate from Government provided vehicles.

1.7 DELIVERIES TO CONSTRUCTION SITES

a. The Contractor shall submit a letter to the COR listing all persons authorized to preannounce deliveries. This list shall include the authorized person's name, social security number, and date of birth.

This letter shall include a callback phone number for verification and shall be resubmitted every 90 days.

b. Deliveries made to construction sites must be identified by submitting the Delivery Notification form at least 2 business days in advance to the COR. The driver must also have a bill of lading identifying the installation address and job site location for the delivery. All deliveries will require an escort from the gate to the work site and back to the gate. Delivery vehicles failing to obtain an escort on the return trip to the gate will have the driver’s access restricted for 2 business days. A second violation may result in the driver being barred from the site.

1.8 ESCORT REQUIREMENTS

a. The Contractor shall plan its work for any construction work on Base to provide for a minimum number of escorts by localizing each segment of work. The contractor shall provide sufficient escorts that have completed Contractor Access Request Packet and have received clearance from Security Forces to receive a photo escort badge. Requests for escort authority must be submitted 21 days in advance. The contractor will be limited to a reasonable number of escorts as determined by Security Forces.

b. Generally, operators of delivery vehicles will not be badged. Upon entrance to the Base and after vehicle search, the contractor shall escort the delivery to the job site/storage yard. Upon their exiting the Base, the contractor shall again be responsible for providing an escort for the delivery vehicle.

c. Slip-forming Concrete Delivery: the contractor shall identify concrete delivery truck operators in advance. Operators shall submit forms in accordance with the requirements to obtain a KFANGB Contractors Badge (non-photo). A minimum of 2 business days prior to delivery of concrete for slip forming, the contractor shall submit an Entry Authorization List for that specific event. The EAL shall be resubmitted

01 14 00 - 3 for each subsequent event.

d. Local implementation of Force Protection Conditions may require suspension of contractor operations. The 173 Fighter Wing will make this determination based on national and localized threat intelligence information. If a threat is determined relevant to the Kingsley Field Air National Guard Base and significant enough to warrant removal of contractor personnel, 173 SFS will implement procedures to remove contractors from the work site back to the contractor gate staging area or off Base. Following this action the Threat Working Group will determine the immediate and long-range impacts to on-going and future contractor activity.

1.9 WORK AREA RESTRICTIONS DURING AIR FORCE INSPECTIONS, EXERCISES AND

INVESTIGATIONS

a. KFANGB is considered a Closed Installation. The flightline, taxiway, and specific other buildings or work sites are Controlled Security Areas. Contractor personnel may be required to leave any KFANGB area(s) or stop working and relocate within the area during Air Force inspections, exercises, or investigations. For certain Air Force actions, the Contractor will be prohibited from entering specified areas. If personnel are already in the Controlled area(s), they may be allowed to relocate or may be required to exit the area(s) entirely.

These actions may occur periodically throughout the year.

b. During certain actual exercises or investigations, Contractor personnel may be under increased surveillance, although they are not working near the area affected. If the Contractor personnel are involved in the investigation, these personnel, along with their supervisor, will come under the control of Security Forces. The remaining personnel may continue with their work.

1.10 ENTRY AUTHORITY LISTS

a. To receive daily construction access to KFANGB, the Contractor shall submit a list of personnel, including subcontractors, who will work within the installation. The initial submittal shall be at least 14 days prior to the start of work. This list must include the information requested in the Entry Authorization List (EAL) template (Attachment B). After the list has been submitted, the Contractor shall keep the list current. The name, address, and other information listed above of new employees whose names were not provided on the initial list shall be provided at least 2 business days prior to the time the new employees start work. Each time an addition is made the contractor will provide a new alphabetized list within 1 business day following the first day of work. Additions will be made using a notification sheet. Deletions to the list must be made by the end of the work day by submitting the notification sheet to the COR. Employees who have terminated employment or who have been dismissed shall be identified and removed as soon as possible from the entry authority list but not later than 24 hours after termination. Only those employees, whose names are on the list, will be permitted entry on KFANGB.

b. Each job site will maintain a copy of the EAL list showing authorized individuals at that site. The following lists need to be provided:

(1) EAL (Attachment B) - One list for use at both gate and job site.

01 14 00 - 4

(2) EAL for Controlled Security Area/Construction Free Zone (Attachment C)

(3) Contractor notification sheet identifying additions to the lists.

(Attachment A)

(4) Contractor notification sheets identifying terminated or dismissed employees. (Attachment A)

(5) Updates lists within 2 business days following first day of work.

(6) Deletions will be made by the end of the workday.

(7) Vehicle list of all vehicles requiring access to Controlled

Security Areas/Construction Free Zones. (Attachment D)

(8) Delivery Notification Sheet

(9) Individuals authorized to submit new lists and notification sheets. This list must be updated a minimum of every 90 days or when changes to the authorization is made. Personnel authorized to submit new lists and notification sheets will be limited to the General contractor with overall responsibility or the superintendent with overall responsibility.

1.11 RESTRICTIONS

a. Contractor personnel will be restricted to the project construction areas (Construction Free Zone), the Controlled area/construction free zones, or job sites.

b. Contractor shall not stockpile/store equipment within 10 meters of interior or 25 meters of exterior Controlled Security Area perimeter fences.

c. No equipment, containers, or building materials will be stored within

25 meters of the exterior of inhabited buildings.

d. No materials or equipment will be stored within 120 feet of the centerline of the taxiway.

e. Contractors will not park vehicles within 25 meters of inhabited buildings during Force Protection Condition Charlie.

f. Unattended vehicles shall be rendered immobile by removing the keys or other suitable means.

g. Vehicles found with keys will have the keys seized by Security Forces.

Keys that are seized will only be turned over to the owner of the vehicle as identified on the vehicle registration.

h. Contractor vehicles cannot be left parked at the Main Gate or near the entry. If employees cannot drive on Base for any reason such as suspended license, lack of insurance, lack of registration, the Contractor will relocate those vehicles off Base. There is no space on Base to receive unlicensed vehicles.

i. No WEAPONS of any kind are allowed on the installation.

01 14 00 - 5

j. No explosives of any kind are allowed on the installation, with the exception of standard devices used to power construction tools. The Contractor must identify these devices at the time of vehicle search.

k. If “ramset” tools are to be used the contractor will identify the date, time and location of use on the day the tools are intended to be used.

l. Contractor personnel shall obey all direction given by Security Forces, failure to do so may result in Base debarment.

(1) No photos are authorized to be taken without the expressed permission of the installation commander.

1.12 LIGHTING

a. Existing lighting for security purposes shall be functional at all times during the hours of darkness. The Contractor may establish their own perimeter lights or other work site in the event night time work will occur. Deficiencies in security lighting or power shall be repaired or replaced prior to the end of the workday.

1.13 UTILITY OUTAGES

a. Power outages affecting intrusion detection systems shall be arranged a minimum of 7 business days in advance with Security Forces through the Contracting Officer. Intrusion detection systems will be operational prior to the Contractor leaving for the day.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION (Not Used)

-- END OF SECTION --

01 14 00 - 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals Progress and Completion Pictures ; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract.

Provide other insurance coverage as required by State of Oregon law.

SECTION 01 30 00 Page 1

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. 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

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 20 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.3 Non-Compliance Actions

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 insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

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 value engineering and safety program, preparation of the schedule of prices or earned value report, 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 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, and the Contractor and Subcontractors, will be

SECTION 01 30 00 Page 2 invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Base Civil Engineer office or the Contractor). The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, 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 or terrorist threats. Multiple email addresses are not 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). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 3

01 33 00

SUBMITTALS

1.1 SUMMARY

A. The work of this section consists of submittal requirements prior to the start and during construction.

B. Shop drawing and product data submittals shall be transmitted to

Engineer / Architect in electronic (PDF) format using Submittal Exchange, a website service designed for transmitting submittals between construction team members. The Government may elect to use Newforma, a web-based service, at no additional cost.

C. The intent of electronic submittals is to expedite the construction process by reducing paperwork, improving information flow, and decreasing turnaround time.

D. The electronic submittal process is not intended for color samples, color charts, or physical material samples.

1.2 RELATED REQUIREMENTS

A. Drawings and general provisions of the Contract, including General

Conditions and other Division 1 Specification Sections, apply to this Section.

1.3 PRE-CONSTRUCTION CONFERENCE

A. Pre-construction Conference shall comply with FAR 52.236-26.

B. The COR shall conduct a Pre-construction Conference within seven calendar days of the Notice to Proceed (NTP) with the awarded construction contract. The Contracting Officer shall set the Agenda for this Conference, and the Contractor shall present for Government review and comment the following formal construction Submittals at a minimum.

1. Contractor’s Project Schedule Submittal

2. Submittals necessary to commence construction immediately

3. All Substitution Submittals

1.4 SUBMITTAL AND APPROVAL PROCEDURES

A. General: Construction shall not commence until the required Contractor

Submittals are approved by the Contracting Officer. The Contractor shall comply with the requirements listed in Specifications Sections 01 33 00 and other Division 01 specifications.

B. Procedures:

1. Submittal Preparation – Contractor may use any or all of the following options:

a. Subcontractors and Suppliers provide electronic (PDF) submittals to Contractor via the Submittal Exchange website.

b. Subcontractors and Suppliers provide paper submittals to Contractor who electronically scans and converts to PDF format.

01 33 00 - 1

c. Subcontractors and Suppliers provide paper submittals to

Scanning Service which electronically scans and converts to PDF format.

2. Contractor shall review and apply electronic stamp certifying that the submittal complies with the requirements of the Contract Documents including verification of manufacturer / product, dimensions and coordination of information with other parts of the work.

3. Contractor shall transmit each submittal to Engineer / Architect using the Submittal Exchange website, www.submittalexchange.com.

4. Engineer / Architect review comments will be made available on the Submittal Exchange website for downloading. Contractor will receive email notice of completed review.

5. Distribution of reviewed submittals to subcontractors and suppliers is the responsibility of the Contractor.

C. Costs:

1. Contractor shall include the full cost of Submittal Exchange project subscription in their proposal. This cost is included in the Contract Amount. Contact Submittal Exchange at 1-800-714-0024 to verify cost prior to bid.

2. At Contractor’s option, training is available from Submittal

Exchange regarding use of website and PDF submittals. Contact Submittal Exchange at 1-800-714-0024.

3. Internet Service and Equipment Requirements:

a. Email address and internet access at Contractor’s main office.

b. Adobe Acrobat (www.adobe.com), Bluebeam PDF Revu (www.bluebeam.com), or other similar PDF review software for applying electronic stamps and comments.

D. All submittals shall be transmitted electronically unless a hardcopy sample or system component is required for submittal review and approval.

E. As specified in the individual Specification Sections, forward submittals to Contracting Officer at least 14 days before need for approval. The Government may take at least 30 days to review all Submittals. Submit electronically one reproducible original of each shop drawing, manufacturer's catalog sheets (cut sheets), and all other submittal documents / information requested. When hardcopy information, prototypes, system components, product samples, etc. is required provide at least three specimens of each item.

1. Shop Drawings: Include the following information with each copy of shop drawings:

a. Date.

b. Date of revisions (when applicable).

c. Contractor Name and contact information.

d. Specification and drawing reference applied for and approval sought.

01 33 00 - 2

e. Contractor's certification that shop drawing has been checked for compliance with contract documents.

f. Details of fabrication, assembly and erection including connections and engagement to contiguous work.

g. Materials used.

h. All required dimensions.

i. The term "by others" shall not be used. All work to be performed by others shall be identified by Contractor or subcontractor name, discipline, or trade.

2. Samples: Samples shall be large enough to illustrate clearly the functional characteristics and full range of color, texture, or pattern.

3. Manufacturers' Catalog Sheets: Submit only pertinent pages; mark each copy of standard printed data to identify specific products proposed for use.

4. Manufacturer's Installation Instructions: When contract documents require compliance with manufacturer's printed instructions, provide one complete set of instructions for Contracting Officer and keep another complete set of instructions at the project site until project closeout.

5. Contractor shall submit only submittals that describe holistic systems where all system components, elements, parts, pieces, subassemblies, etc. are listed and submitted for review. The Contracting Officer shall reject all submittals as nonresponsive if the nominated information does not describe the system in total.

F. Contracting Officer reserves the right to require submittals in addition to those called for in individual sections.

G. Schedule of Values: Submit a Schedule of Values (AF Form 3065) for all items listed in the Bid Schedule. The Schedule of Values will be used to help assess the intermediate value of work completed for the purpose of making progress payments and shall be in sufficient detail to assess progress of the work.

H. Approved Equals:

1. For each item proposed as an "approved equal," submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e. Manufacturer's literature regarding installation, operation, and maintenance, including schematics for electrical and hydraulic systems, lubrication requirements, and parts lists.

Describe availability of maintenance service, and state source of replacement materials.

2. A request for approval documentation shall constitute proof and a representation that the Contractor:

01 33 00 - 3

a. Has investigated the proposed item and determined that it is equal or superior in all respects to that specified.

b. Shall provide the same warranties for the proposed item as for the item specified.

c. Has determined that the proposed item is compatible with interfacing items.

d. Shall coordinate the installation of an approved item and make all changes required in other elements of the work because of the substitution.

e. Waives all claims for additional expenses that may be incurred as a result of the substitution.

3. Construction Materials: The Contractor is encouraged to submit for approval products of highest efficiency or environmentally responsible material. Every effort will be made by the Contracting Officer to approve these materials.

I. Coordination: Coordinate all submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements.

Forward submittals that are related to or affect one another as a complete package to facilitate coordinated review. Each transmittal shall contain only data specific to that individual submittal.

J. Submittal Numbering:

1. Number each submittal consecutively.

2. For re-submittals, use the original submittal number and indicate the previous Submission number. Example Given: The original submission will have nothing indicated in this block. If it is a re-submission, the number 1 will be annotated in this block. In addition, the contractor shall mark the appropriate block as to indicate if the submittal is a new submittal or if it is a re-submittal.

3. Additional re-submittals of the same item shall contain the original number with the next consecutive letter.

L. Schedule of Material Submittals (AF Form 66 Submittal Log).

1. Submittal Log listing all required Submittals is attached to this Specification Section. The Submittal Log shall be the sole source of documenting the status of each required Submittal.

2. Contractor to maintain summary of submittals and dates of submission in Submittal Log in coordination with COR review.

M. Contracting Officer's Review:

1. Submittals will be returned disapproved without technical review if identification information is missing or not filled in; an incorrect number or format of submittals is provided; the transmittal form is incorrectly filled out; non-holistic submittals; submittals are not coordinated; or submittals do not show evidence of Contractor's approval.

2. Any work done or orders for materials or services placed before submittal approval shall be at the Contractor's own risk.

01 33 00 - 4

3. After reviewing submittals, the Contracting Officer will return electronically one copy of the submittal transmittal form and one copy of applicable (marked up) submittal sheets to the Contractor. Shop drawing review notations will be returned on the reproducible original shop drawing. All other submitted items will be retained. The Contractor is responsible for producing additional copies for his/her own use.

4. The returned submittal will be marked in one of four ways as defined below:

a. NO EXCEPTIONS TAKEN: no exception or adjustment(s) required for the submitted information.

b. NOTE MARKINGS: Minor corrections or clarifications required.

All comments are clear and no further review is required. The Contractor shall address all review comments prior to proceeding with the work.

c. REJECTED (RESUBMIT): Rejected as not in accordance with the contract or as requiring major corrections or clarifications. The Contracting Officer will identify the reasons for disapproval.

The Contractor shall revise and resubmit with changes clearly identified.

d. COMMENTS ATTACHED: written comments from the Submittal reviewer documenting addition information required from the Contractor, Contractor required action(s), stipulations for possible acceptance of the Contractor Submittal, reasons / rationale / justification for Submittal rejections.

N. Resubmittals

1. The Government as part of the contract shall review the original submittal only. In the event of excessive re-submittals the government may request an equitable adjustment from the contractor for the multiple reviews.

2. Make resubmittals under procedures specified for initial submittals; identify changes made since previous submittal.

PART 2 – MATERIALS (Not Used)

PART 3 – EXECUTION (Not Used)

END OF SECTION

01 33 00 - 5

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 40 PAGES

ORANG

01 11 00 SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

01 30 00 SD-01 Preconstruction Submittals

1.4 GProgress and Completion

Pictures

02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.10Existing Conditions

SD-11 Closeout Submittals

3.3.2Receipts

03 15 00.00 10 SD-03 Product Data

2.3Sealant

SD-07 Certificates

2.3Sealant

03 20 00.00 10 SD-02 Shop Drawings

3.1 GReinforcement

SD-03 Product Data

2.1 GReinforcing Steel

SD-06 Test Reports

2.5 GTests, Inspections, and

Verifications

SD-07 Certificates

2.1Reinforcing Steel

03 30 00.00 10 SD-03 Product Data

2.2Cementitious Materials

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 40 PAGES

03 30 00.00 10 Vapor Barrier

2.1.5Floor Finish

2.4Chemical Admixtures

SD-05 Design Data

2.1.1 GMixture Proportions

SD-06 Test Reports

2.1.1 GMixture Proportions

3.9 GTesting and Inspection for CQC

2.2.2Fly Ash

2.3Aggregates

3.9.5.1Air Content

3.9.5.2Slump

3.9.5.4Compressive Strength

2.5Water

03 39 00.00 10 SD-03 Product Data

2.1Curing Materials

SD-06 Test Reports

3.2Testing and Inspection for CQC

SD-08 Manufacturer’s Instructions

2.1Curing Compound

05 12 00 SD-01 Preconstruction Submittals

1.3.1.1 GErection Drawings

SD-02 Shop Drawings

1.3.2 GFabrication drawings

SD-03 Product Data

2.6.2Shop primer

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 40 PAGES

05 12 00 2.4.1Welding electrodes and rods

Direct Tension Indicator Washers

2.4.2Non-Shrink Grout

SD-06 Test Reports

2.6.2Class B coating

2.3Bolts, nuts, and washers

3.7.1.2Weld Inspection Reports

3.7.2.1Bolt Testing Reports

SD-07 Certificates

2.2Steel

2.3Bolts, nuts, and washers

2.5Galvanizing

1.3.3.1Welding procedures and qualifications

2.4.1Welding electrodes and rods

05 30 00 SD-02 Shop Drawings

1.3.3 GFabrication Drawings

SD-03 Product Data

2.2Accessories

2.1Deck Units

Galvanizing Repair Paint

2.2.6Mechanical Fasteners

1.3.2Welding Equipment

1.3.2Welding Rods and Accessories

SD-05 Design Data

2.1 GDeck Units

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 40 PAGES

05 30 00 SD-07 Certificates

1.3.2Welder Qualifications

1.3.2Welding Procedures

1.3.1Manufacturer's Certificate

05 50 13 SD-02 Shop Drawings

Gstructural steel door frames

2.3 GAccess doors and panels

GRoof hatch

SD-03 Product Data

2.3Access doors and panels

Roof hatch

06 10 00 SD-03 Product Data

1.10.1Local/Regional Materials

2.1.2Engineered wood products

SD-06 Test Reports

1.4.3Preservative-treated lumber and plywood

SD-07 Certificates

1.10.3Forest Stewardship Council

(FSC) Certification

1.8.1Certificates of grade

1.7Preservative treatment

SD-11 Closeout Submittals

1.10.1Local/Regional Materials

1.10.2Certified Wood

1.10.3Certified Wood

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 40 PAGES

06 20 00 SD-02 Shop Drawings

1.3Detail Drawings

SD-07 Certificates

1.4Certificates of grade

1.4Certificates of compliance

06 61 16 SD-02 Shop Drawings

3.1 GInstallation

SD-03 Product Data

2.1Solid polymer material

1.5.1Qualifications

2.3Fabrications

1.5.2Certification

1.5.2VOC Content

SD-04 Samples

2.1 GMaterial

2.3.5 GCounter and Vanity Tops

SD-06 Test Reports

2.1Solid polymer material

SD-07 Certificates

2.3Fabrications

1.5.1Qualifications

SD-10 Operation and Maintenance

Data

3.2Clean-up

SD-11 Closeout Submittals

1.3.1LEED Documentation

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 40 PAGES

07 21 16 SD-03 Product Data

2.2Blanket Insulation

2.3Sill Sealer Insulation

2.5Vapor Retarder

2.6Pressure Sensitive Tape

2.7Accessories

Certification

SD-08 Manufacturer’s Instructions

3.3.1Insulation

07 22 00 SD-02 Shop Drawings

2.4Wood nailers

SD-03 Product Data

2.3 GFasteners

2.1 GInsulation

1.4.2Certification

2.1.2Recycled materials

1.4.4Local/Regional Materials

SD-06 Test Reports

1.4.1Flame spread and smoke developed ratings

SD-07 Certificates

1.3qualifications

SD-08 Manufacturer’s Instructions

2.3fasteners

2.1insulation

07 53 23 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 40 PAGES

07 53 23 1.3.1Roof Plan Drawing

1.3.1Wind Load Calculations

1.3.1Boundaries of Enhanced

Perimeter

1.3.1Corner Attachments of Roof

System Components

1.3.1Location of Perimeter Half-Sheets

1.3.1Slopes and Drain Locations

SD-03 Product Data

2.2Cement

2.1.1 GEPDM Sheet

2.1.2Seam Tape

2.1.4Bonding Adhesive

2.1.3Lap Splice Adhesive

2.1.6Water Cutoff Mastic/Water Block

2.1.5Lap Cleaner, Lap Sealant, and

Edge Treatment

3.3Flashings

2.1.7Flashing Accessories

2.1.7.1Flashing Tape

2.1.9Roof Insulation

2.1.8Pre-Manufactured Accessories

1.8 Gwarranty

SD-05 Design Data

1.4.3 GWind Uplift Calculations

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 40 PAGES

07 53 23 1.4.1Qualification of Manufacturer

1.4.2Qualification of Applicator

1.4.3 GWind Uplift Resistance

SD-08 Manufacturer’s Instructions

3.2 GApplication

3.2.3 GApplication method

3.3.2 GMembrane Flashing

2.1.2Seam Tape

3.2.4Tape Seams / Lap Splices

3.2.5Adhesive Seams / Lap Splices

3.2.6Perimeter Attachment

3.2.4Primer

3.2.7Fasteners

2.1.8Pre-Manufactured Accessories

1.6 GCold Weather

SD-11 Closeout Submittals

1.8Warranty

3.9Information Card

3.8Instructions To Government

Personnel

07 60 00 SD-02 Shop Drawings

3.1.10 GGutters

3.1.11 GDownspouts

SD-11 Closeout Submittals

3.5Quality Control Plan

07 84 00 SD-02 Shop Drawings

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 40 PAGES

07 84 00 2.1 GFirestopping Materials

SD-06 Test Reports

3.3 GInspection

SD-07 Certificates

1.4.2Inspector Qualifications

2.1Firestopping Materials

1.4.1 GInstaller Qualifications

07 92 00 SD-03 Product Data

2.1Sealants

2.2Primers

2.3Bond breakers

2.4Backstops

SD-07 Certificates

3.3.6Sealant

08 11 13 SD-02 Shop Drawings

2.1 GDoors

2.1 GDoors

2.6 GFrames

2.6 GFrames

2.4Accessories

2.8Weatherstripping

SD-03 Product Data

2.1 GDoors

2.6 GFrames

2.4Accessories

2.8Weatherstripping

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