Scope_of_Work.pdf
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- Repair Fire Suppression B7008
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- FA4661-14-R-0008
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HQ 7TH WING
AIR COMBAT COMMAND
DYESS AIR FORCE BASE
TECHNICAL PROVISIONS FOR
REPAIR WAREHOUSE FIRE SUPPRESSION &
LIFE SAFETY DEFICIENCIES, BLDG. 7008
AT
DYESS AIR FORCE BASE, TEXAS
FOR
7TH CIVIL ENGINEERS SQUADRON
710 3RD STREET
DYESS AIR FORCE BASE, TEXAS
PREPARED BY
WTA, Inc. - Consulting Engineers
One Village Drive, Suite 500
Abilene, Texas 79606
Contract No. FA4661-10-D-0004
DAFB Project No. FNWZ 11-0046
WTA Project No. 12068
June 7, 2013
* * * FOR OFFICIAL USE ONLY * * *
THE ORIGINAL SIGNED AND SEALED
COPY OF THIS DOCUMENT IS ON FILE
AT THE OFFICES OF WTA, INC.
ONE VILLAGE DRIVE, SUITE 500,
ABILENE, TEXAS 79606
THIS ELECTRONIC COPY IS RELEASED
FOR USE ON THE REFERENCED
PROJECT ONLY, UNDER THE
AUTHORITY OF LLOYD G. TURNER
TEXAS P.E. #44724
On June 7, 2013.
USE OF THIS DOCUMENT OR
REPRODUCTION OF THIS DOCUMENT
FOR OTHER PROJECTS WITHOUT THE
CONSENT OF LLOYD G. TURNER, P.E.
IS PROHIBITED AND IS A VIOLATION
OF THE ENGINEERING ACT.
Repair Warehouse, Fire Supp. & Life DYESS AFB Project No. 11-0046
Safety Deficiencies, Bldg. 7008 i
TABLE OF CONTENTS
00700 GENERAL
00710 AS-BUILT DRAWINGS
01510 UTILITIES (CONTRACTOR IDENTIFIED)
01560 ENVIRONMENTAL PROTECTION
02050 DEMOLITION/ALTERATIONS
02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES
02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS
03 20 00.00 10 CONCRETE REINFORCING
03 30 00.00 10 CAST-IN-PLACE CONCRETE
04 20 00 MASONRY
05 50 13 MISCELLANEOUS METAL FABRICATIONS
08 11 13 STEEL DOORS AND FRAMES
08 11 16 ALUMINUM DOORS AND FRAMES
08 14 00 WOOD DOORS
08 33 13 METAL ROLLING COUNTER DOORS
08 33 23 COILING DOORS
08 81 00 GLAZING
08715.594 EXISTING DOOR FRAME & HARDWARE SCHEDULE
08715.594 DOOR FRAME AND HARDWARE SCHEDULE
09 29 00 GYPSUM BOARD
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT FLOORING
09 90 00 PAINTS AND COATINGS
15050N BASIC MECHANICAL MATERIALS & METHODS
15190A GAS PIPING SYSTEMS
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION
ii
TABLE OF CONTENTS (CONTINUED)
21 30 00 FIRE PUMPS
22 00 00 PLUMBING, GENERAL PURPOSE
22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND
SEISMIC CONTROL
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION
AND EXHAUST SYSTEMS
23 07 00 THERMAL INSULATION FOR MECHANICAL
SYSTEMS
23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT
26 00 00.00 20 BASIC ELECTRICAL MATERIALS & METHODS
26 05 19.00 10 INSULATED WIRE AND CABLE
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 51 00 INTERIOR LIGHTING
28 31 76 INTERIOR FIRE ALARM & MASS NOTIFICATION SYSTEM
31 23 00.00 20 EXCAVATION AND FILL
32 31 13 CHAIN LINK FENCES AND GATES
33 11 00 WATER DISTRIBUTION
33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM UNDERGROUND
CONSULTANT’S PROFESSIONAL RESPONSIBILITY
I hereby certify that the specification sections prepared by myself are as follows:
00700 GENERAL
00710 AS-BUILT DRAWINGS
01510 UTILITIES (CONTRACTOR IDENTIFIED)
01560 ENVIRONMENTAL PROTECTION
02050 DEMOLITION/ALTERATIONS
15050N BASIC MECHANICAL MATERIALS & METHODS
15190A GAS PIPING SYSTEMS
22 00 00 PLUMBING, GENERAL PURPOSE
22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND
SEISMIC CONTROL
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION
AND EXHAUST SYSTEMS
23 07 00 THERMAL INSULATION FOR MECHANICAL
SYSTEMS
23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT
26 00 00.00 20 BASIC ELECTRICAL MATERIALS & METHODS
26 05 19.00 10 INSULATED WIRE AND CABLE
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 51 00 INTERIOR LIGHTING
31 23 00.00 20 EXCAVATION AND FILL
33 11 00 WATER DISTRIBUTION
33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM UNDERGROUND
THE ORIGINAL SIGNED AND SEALED
COPY OF THIS DOCUMENT IS ON FILE
AT THE OFFICES OF WTA, INC.
ONE VILLAGE DRIVE, SUITE 500,
ABILENE, TEXAS 79606
THIS ELECTRONIC COPY IS RELEASED
FOR USE ON THE REFERENCED
PROJECT ONLY, UNDER THE
AUTHORITY OF LLOYD G. TURNER
TEXAS P.E. #44724
On June 7, 2013.
USE OF THIS DOCUMENT OR
REPRODUCTION OF THIS DOCUMENT
FOR OTHER PROJECTS WITHOUT THE
CONSENT OF LLOYD G. TURNER, P.E.
IS PROHIBITED AND IS A VIOLATION
OF THE ENGINEERING ACT.
iv
Consultant’s Professional Responsibility
I hereby certify that the specification sections prepared by myself are as follows:
02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES
02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS
By:
Mark McHan
Individual Asbestos Consultant
TDSHS License #: 105642
Exp. 07-18-14
TABLE OF CONTENTS
03 20 00.00 10 CONCRETE REINFORCING
03 30 00.00 10 CAST-IN-PLACE CONCRETE
04 20 00 MASONRY
05 50 13 MISCELLANEOUS METAL FABRICATIONS
08 11 13 STEEL DOORS AND FRAMES
08 11 16 ALUMINUM DOORS AND FRAMES
08 14 00 WOOD DOORS
08 33 13 METAL ROLLING COUNTER DOORS
08 33 23 COILING DOORS
08 81 00 GLAZING
08715.594 EXISTING DOOR FRAME & HARDWARE SCHEDULE
08715.594 DOOR FRAME AND HARDWARE SCHEDULE
09 29 00 GYPSUM BOARD
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT FLOORING
09 90 00 PAINTS AND COATINGS
32 31 13 CHAIN LINK FENCES AND GATES
CONSULTANT’S PROFESSIONAL RESPONSIBILITY
I hereby certify that the specification sections prepared by myself are as follows:
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION
21 30 00 FIRE PUMPS
28 31 76 INTERIOR FIRE ALARM & MASS NOTIFICATION SYSTEM
By:
Mark E. Hasenmyer, P.E.
MEH Fire Protection Engineering, LLC
1311 River Oaks Drive
Flower Mound, TX 75028
PH. 972-874-2662
T H E O R IG IN A L S IG N E D A N D
S E A L E D C O P Y O F T H IS D O C U M E N T
IS O N F IL E A T T H E O F F IC E S O F
M E H F IR E P R O T E C T IO N
E N G IN E E R IN G , L L C ,
T H E E L E C T R O N IC C O P Y IS
R E L E A S E D F O R U S E O N T H E
R E F E R E N C E D P R O J E C T O N L Y
U N D E R T H E A U T H O R IT Y O F
M A R K E H A S E N M Y E R , T E X A S P .E . # 9 2 4 9 0
O N 0 6 -0 7 -1 3 .
U S E O F T H IS D O C U M E N T O R
R E P R O D U C T IO N O F T H IS
D O C U M E N T F O R O T H E R P R O J E C T S
W IT H O U T T H E C O N S E N T O F
M A R K E . H A S E N M Y E R , P .E . IS
P R O H IB IT E D A N D IS A V IO L A T IO N .
Section 00700 Page 1
SECTION 00700
GENERAL
6/03
1. SCOPE: The work covered by this project consists of the Contractor furnishing all layout, survey, plant, labor, supervision, quality control, materials, equipment, machines, tools, appliances, services, supplies, and incidentals and of performing all operations in connection with the “REPAIR WAREHOUSE FIRE SUPPRESSION AND LIFE SAFETY
DEFICIENCIES, BUILDING 7008” (project) FNWZ 11-0046, Dyess AFB, Texas complete and in strict accordance with the plans and specifications.
2. WORKING CONDITIONS:
2.1 PHASING: Building 7004 will remain occupied during the work of this project. The Contractor will have access to individual areas of the building in the phasing sequence indicated on the Phasing “PH” drawings. The contractor shall be responsible for coordinating the work of all trades. Said coordination shall insure that, for each area identified in the phasing sequence, the work required by all trades is complete (in said area) prior to proceeding to the next area. The administrative areas of the building are “general access areas”. The warehouse areas are “controlled access” areas.
The Contractor shall take all measures as required to protect the contents and finishes of all spaces and rooms when working in said spaces and rooms.
2.2 SCHEDULING: The Contractor shall submit a work plan. (Refer to
“Required Work Plan” paragraph appearing hereinafter.
2.3 Requirements for Contractor employees to enter secured work areas:
The work of this project will take place in “general access areas” and
“controlled access areas”. The Contractor’s employees shall abide with all government requirements for working in these areas.
2.4 Required Work Plans: Not less than three (3) weeks prior to beginning work the Contractor shall submit a work plan for the work to the Contracting Officer for approval. As a minimum, this plan shall include:
Planned date for initiation of work at the project site.
Planned date for start of Phase 1 work.
Planned date for completion of Phase 1 work.
Planned date for start of Phase 2 work.
Section 00700 Page 2
Planned date for completion of Phase 2 work.
Planned date for start of Phase 3 work.
Planned date for completion of Phase 3 work.
Planned date for start of Phase 4 work.
Planned date for completion of Phase 4 work.
Planned date for start of Phase 5 work.
Planned date for completion of Phase 5 work.
Planned date for start of Phase 6 work.
Planned date for completion of Phase 6 work.
Planned date for start of Phase 7 work.
Planned date for completion of Phase 7 work.
Planned dates for testing the fire suppression system.
Planned dates for testing of Fire Alarm System and Mass
Notification System.
Planned date for the substantial completion inspection of the project.
Any required barricading.
Any other anticipated problems.
2.5 Military Family Housing Area: Field offices, storage facilities or staging areas are not permitted in the Military Family Housing area. Contractor operated/owned vehicles, equipment, tools, toilet facilities as well as building materials, waste, rubbish or construction debris shall not remain on site overnight in the Military
Family Housing area. All Contractor operated/owned vehicles, equipment, tools, etc., shall be stored as prescribed in paragraph
STORAGE FACILITIES. Applicable traffic control signage where required by the contract may remain overnight in the Military Family Housing area.
Section 00700 Page 3
3. WORK SCHEDULE:
Working hours for the Contractor will normally be between the hours of
7:30 a.m. and 4:30 p.m. excluding Saturdays, Sundays, and Federal holidays. If the Contractor desires to work during periods other than above, additional government inspection forces may be required. The
Contractor must make his/her request to the Contracting Officer five
(5) calendar days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.
3.1 DOWN TIME: Down time shall be defined as delays in excess of one hour at a given period, caused by the Government through no fault of the Contractor.
a. MEASUREMENT:
(1) Down time will be measured by the unit time-of-the-clock hour which will include all Contractor and sub-Contractor (at any tier) work forces and equipment scheduled for, or working during the hour.
(2) No delays less than one hour in duration at any given period will be measured nor considered for down time, nor will delays of less than one hour be cumulative over several time periods.
(3) Down time will not be measured/considered for delays before or after contract work schedule hours as defined in the contract
General Provisions.
(4) No time after 10 minutes from the time that Contractor is notified that he can resume work after a stoppage will be considered down time.
Contractor shall comply with all security requirements under paragraph
13 of this specification section to qualify for down time compensation.
b. PAYMENT: Payment for down time will be made at the contract unit price for down time as shown on the bid schedule in accordance with the Contact Clause entitled Payments under Fixed Price
Construction Contracts.
4. SAFETY AND HEALTH:
4.1 All Contractor operations shall be conducted and performed in accordance with Department of Labor, OSHA requirements found in 29 CFR
1910 and 29 CFR 1926, project identified national standards, military
Section 00700 Page 4 manuals, instructions, pamphlets, standards and handbooks, and with the Corps of Engineers (COE) Safety Manual 385-1-1 dated 03 Sep 96.
4.2 All companies who conduct business within the state of Texas must, in accordance with Texas Workman Compensation laws (Texas House
Bill 62), have an approved company safety policy and an Accident
Prevention Plan. The plan, approved by the Texas Workman Compensation
Commission (TWCC), shall be submitted For Information Only (FIO) in accordance with paragraph SUBMITTAL REQUIREMENTS. In addition to meeting the TWCC requirements; the plan must also include the requirements of COE Safety Manual 385-1-1.
4.3 All holes/pits/trenches/manway openings, etc, that are to be left open shall be surrounded with a 48 inch high mesh fence with highly visible orange plastic coating. The fence shall be securely anchored with tension wires and posts as required to prevent sagging and located a minimum of 3 feet from the opening so as to prevent an individual, should they fall across the fencing, from falling into the opening. Holes shall also be covered, when not being worked in, with three quarter inch plywood or a metal grating that will prevent small children from entering the hole.
4.4 Radiation Permits and Authorizations: Contractors contemplating the use of devices containing radioactive materials (i.e., soil moisture/density probes) or non-ionizing radiation producing equipment
(radio frequency radiation emitters or lasers) while performing work on this contract must obtain written authorization/permit from the
Dyess AFB Radiation Safety Officer (RSO), 7 ADOS/SGGB. To obtain the required authorization permit, an application to bring a radioactive device on Dyess AFB must be forwarded to 7 ADOS/SGGB, 697 Hospital
Road, Dyess AFB, TX 79607-1367 (this is mailing address, physical address is 880 Third St.) or (915) 696-2325/3289, at least 45 days prior to the anticipated use. Without the proper authorization, Contractors will not be allowed to bring these devices on base. Also, Contractor shall provide Bioenvironmental Engineering (7 ADOS/SGGB) a copy of contractor’s radioactive materials permit and training certificates, if radioactive material will be brought onto Dyess AFB.
4.5 Confined Space Entry: All operations involving entry into confined spaces shall meet the requirements of OSHA 29 CFR 1910.146, AFOSH Std
91-25, and specifically the following:
a. All entry supervisors, attendees, and confined space entrants shall have been properly trained in the safety hazards, proper use of Personal Protective Equipment (PPE), entry procedures, and self-rescue. Records of this training must be readily available.
b. Entry supervisors shall maintain a Master Entry Plan (MEP) consisting of:
(1) Descriptions of confined spaces to be entered including location, classification, and acceptable entry conditions
Section 00700 Page 5
(2) Designation of authorized entry supervisors, entrants, and attendees
(3) Identification of the types of tasks to be performed in the confined space, including duration
(4) Procedures for entry, and emergency rescue
(5) Identification of Personal Protective Equipment (PPE), communication equipment, rescue equipment, and monitoring equipment; conditions under which they will be used; and verification of condition of equipment
(6) Designation of frequency and type of atmospheric monitoring
(7) Designation of controls required (e.g., lockout/tagout, ventilation, etc.)
(8) Procedures for communication during confined space operations
c. All confined spaces shall be tested by a qualified person using a properly calibrated monitor for percent oxygen, lower explosive limit (LEL), and toxicity each time before entry and periodically during operations that have the potential to alter atmospheric conditions. Supervisors shall contact 7 BW/SEG when these or any other entry conditions are not consistent with the MEP.
5. STREET CLOSINGS:
5.1 One lane of traffic shall be maintained at all times unless otherwise approved in writing by the Contracting Officer.
5.2 Contractor shall provide 14-day advance written notice to
Contracting Officer prior to any street closures to insure that Fire
Department and Emergency personnel are notified.
5.3. The final street repair shall be completed within 14 days after the start of any street demolition for utility crossings or other purposes. Any part of the street returned to service prior to final repair shall be maintained smooth with hot-mix cold-lay surface course.
6. DISPOSITION OF WASTE, EXCESS, SCRAP, AND SALVAGE MATERIALS:
The title to all waste, excess, scrap, and salvage materials generated as a direct result of this contract is vested in the Contractor -unless specifically excepted below. Further (unless listed below in exceptions), these materials shall be disposed of off the Base by the
Contractor in accordance with all applicable Federal, State, and Local
Regulations. Following is a list of materials (Exceptions) that will be generated as a result of this contract and shall be turned-in to the Government at a location at Dyess AFB designated by the
Contracting Officer:
Exceptions:
Cast iron valve boxes and covers
Section 00700 Page 6
7. STORAGE AREA (I.E. TEMPORARY FIELD OFFICE, STAGING AREAS, TOOL/JOB
SHACKS, AND OTHER CONSTRUCTION FACILITIES):
There are no Government furnished covered or secure storage areas.
Limited on-base, off site storage will be permitted on a space available basis. The location on Dyess AFB of the Contractor’s temporary field office, storage, and other construction buildings required temporarily in the performance of the work, shall require written approval of the Contracting Officer. Plans showing temporary field office, storage, and other construction buildings shall be submitted for approval (GA) of the Contracting Officer. Utilities at the storage area may or may not be available for Contractor use. The
Government implies no responsibility for lost or stolen materials, equipment or tools, the security of which lies solely with the
Contractor. Contractor shall keep his storage areas clean, neat and orderly and will keep grass mowed to a maximum height of 4 inches.
Temporary fencing used by the Contractor to delineate constructor sites shall be securely anchored with tension wires and posts as required to prevent sagging and an unsightly appearance. Fencing shall be maintained by the Contractor in this manner throughout the life of the contract. Due to high winds in west Texas, Contractor shall take every precaution to preclude trash from blowing off site.
8. TOILET FACILITIES:
There are no toilet facilities available for Contractor use.
Contractor shall provide his own portable/temporary toilet facilities.
9. CLEAN-UP: The Contractor shall at all times keep the construction site and storage area(s) free from accumulation of waste, rubbish, or construction debris. All loose or lightweight materials shall be secured to prevent blowing or scattering. The burning of trash or construction debris is strictly prohibited on Dyess AFB. Prior to final inspection, the Contractor shall remove all construction debris, tools, equipment, and materials not the property of the Government.
Upon completion of the work, the Contractor shall leave the work site and storage area(s) in a clean, neat and workmanlike condition satisfactory to the Contracting Officer.
10. FINAL INSPECTION:
The Contractor shall advise the Contracting Officer of the
Contractor's desired final inspection date seven (7) calendar days in advance of that desired date to permit proper coordination. The date selected shall provide adequate time for Contractor performed corrections of final inspection deficiencies within the contract performance time. The Contracting Officer will be the final authority for determining whether or not the Contractor's performance is sufficiently advanced to warrant a final inspection.
Section 00700 Page 7
11. TESTING:
Costs of all tests, unless specifically indicated as being performed by the Government, will be at the Contractor's expense. It is the responsibility of the Contractor to schedule all tests and to notify the Contracting Officer or his representative in a timely manner prior to any required testing. All test results shall be submitted to the
Contracting Officer on AF Form 3000, Material Approval Submittal.
12. AS-BUILT DRAWINGS, INSTRUCTION MANUALS, AND TRAINING:
12.1 As-Built Drawings:
Refer to Specification Section “As-Built Drawings”
13. SECURITY REQUIREMENTS:
Dyess AFB security may be viewed as being one of three broad levels, the level in effect being dependent on the location or area of Dyess
AFB in question.
a. The lowest level of security exists in general access areas.
These areas are all of Dyess AFB outside of the "USAF Controlled" and "USAF Restricted" areas.
b. USAF controlled access areas are the mid-level security areas.
Presence within the controlled access area is by authorization;
however, the movement of authorized personnel in and out of these areas is generally not impeded. Contractor personnel are given access to these areas.
c. The third and highest level of security on Dyess AFB is that within the USAF Restricted areas. These areas are further subdivided to be known as Priority A, Priority B, or Priority C areas.
13.1 Referencing the above, the work on this contract will be in
General Access, USAF Controlled Access and USAF Restricted areas.
13.2 Requests for changes to the work schedule for work in USAF restricted areas, must be submitted a minimum of 7 calendar days in advance for approval and coordination of Dyess AFB Security Forces.
13.3 Dyess Air Force Base is a closed base. All personnel entering must have specific permission of the installation commander for entry.
This permission is granted when a Contractor employee is issued an identification card. Information necessary to obtain identification cards will be provided by the Contracting Officer at the pre-performance conference. The Contractor shall be responsible to ensure that all of its employees obtain, and keep on their person at all times while working on the base, a USAF identification card. Upon
Section 00700 Page 8 completion of the work or termination of an employee, the Contractor shall be responsible for turn in of identification cards no longer needed to the Contracting Officer or to the Pass and Registration
Office of the Security Forces. Failure to turn in badges will result in last payment of payroll to be withheld and revocation of any future badges issued by Pass and Registration Office to the employee and the
Contractor.
DYESS FORM 173:
Effective 1 Nov 04, a completed signed original Dyess Form 173 (Mar
04) must be delivered to Pass & ID by 0900 on the duty day prior to the desired day of entry onto Dyess AFB. The Visitor Control Center will no longer issue temporary passes to contractor personnel unless they have already been previously identified on an executed Dyess Form
173.
All information on the Dyess Form 173 must be typed and the authorizing signature must be in blue or black ink.
Personal information provided on the Dyess Form 173 will be cross-referenced against state and federal criminal databases to identify those individuals possessing outstanding warrants. Those individuals with outstanding warrants will be detained at the Visitor Control
Center on the desired day of entry, and turned over to Abilene Police
Department.
If any errors are noted on the form, the approving authority
(individual on the 577) can make ink changes in red ink. All changes have to be initialed by the approval authority. (Effective Date:
Immediately)
All individuals with Dyess Form 173’s will still continue to be processed via the Texas Law Enforcement Terminal System (TLETS—police wants/warrants check). Once it is determined the individual is cleared from any wants or warrants, a copy of the Dyess Form 173 will be placed at the Tye Gate entry point. The Tye Gate Guard will use this form as an Entry Authority List (EAL) allowing contractors onto the installation. The contractor will then be able to go to the Gate directly (not the Visitor Control Center (VCC) or Arnold Gate) and verify if their Dyess Form 173 is there. Should their Dyess Form 173 not be there, they will be directed to the VCC for issuance of an AF
Form 75. At this time someone will physically have to meet them there to sponsor them onto the installation. (Reasons why the form would not be at the guard shack would be erroneous driver’s license number, erroneous information, warrant, or identified as illegal alien).
(Effective Date: Immediately)
Should their Dyess Form 173 be at the Tye Gate entry point, the contractor will be told to proceed directly to the Pass and
Registration Section for the 7 SFS Contractor Badge issue. The Pass
Section 00700 Page 9
Section will have the original Dyess Form 173. Once a badge is obtained, they need only show the badge at the installation gate for entry onto the installation. Please note that neither the Security
Forces Control Center nor the Tye Gate Guards will check the Dyess
Form 173 for errors. This is the responsibility of the Pass and
Registration Section. (Effective Date: Immediately)
The Dyess Form 173 will be maintained at the Tye Gate entry point for
48 hours (two business days). After the specified time has expired, it will be destroyed. Should the contractor not process through Tye
Gate in that 48 hour period, the contractor will require someone to physically vouch them on base to get a one day pass at the VCC so they may proceed to the Pass and Registration office for their badge. The hold period for these forms at the gate can and will be extended should rain days occur or through prior coordination with any affected agency. (Effective Date: Immediately)
TRUSTED AGENT LETTER FOR DAY LABOR REQUESTS:
Purpose of Letter: To provide sponsoring authority to specific contractor individuals as identified by their sponsoring agency (7
CONS, Army Corp of Engineers, etc) to sponsor day laborers on for one day periods. (Effective Date: Immediately)
The Letter Process:
The sponsoring agency, in coordination with their contractor, will identify contractor individuals that require sponsoring/vouching authority. This authority is given to the contractor for the purpose of sponsoring day laborers/job site personnel sub-contracted as a result of an unexpected or new requirement not previously identified in the current contract. This authority will not be given to contractors for convenience only, but should be limited to the smallest group of manager or foreman contractor personnel needed to complete their assigned contract. It is the responsibility of the sponsoring agency to ensure the Trusted Agent Letter remains current.
Additionally, all reasonable actions should occur to prevent use of this process when a known laborer/sub-contractor was required well in advance of the day labor/sub-contractor request. (Effective Date:
The sponsoring agency will provide this letter to the Pass and
Registration Section who will maintain it on file. A copy of the letter will be posted by the Pass and Registration Section at the
Visitor Control Center as a reference to verify which contractor personnel have sponsoring/vouching authority. (Effective Date:
The Process to get Day Labors/Job Site Personnel Sub-Contracted onto the Installation:
Section 00700 Page 10
The contractor individuals identified in the Trusted Agent Letter will provide a typed or hand-written form (form will be provided by the 7
SFS) with all individuals they will sponsor onto the installation to the VCC Guard. The VCC Guard will verify the identity of all individuals on the form by checking the information against a valid
State/Federal Identification card. The VCC Guard will randomly check a percentage of the individuals via the TLETS. Should any individual not possess a valid identification card, they will be turned away at the VCC and entry to the installation denied. Pen and ink changes can be made to the form, but all information must be validated by the guard before the contractor will be allowed to proceed onto the installation with the sponsored individuals. No AF Form 75/Visitor
Pass will be issued to any individual who is sponsored by the Trusted
Agent Contractor, unless the sponsored individual will be driving a vehicle onto the installation. Trusted Agent Contractors are encouraged to consolidate all sponsored individuals into the smallest number of vehicles as possible to avoid the issuance of multiple AF
Forms 75. Should an AF Form 75 be issued, the driver will be required to produce a valid driver’s license, current insurance card, and current registration for the vehicle being operated. Once on the installation, the Trusted Agent Contractor will be responsible for the actions of the sponsored individuals. Should an incident occur with a sponsored guest, and negligence be proven on the part of the Trusted
Agent Contractor, their vouching/sponsoring authority will be revoked.
The Trusted Agent Letter can be adjusted to add and delete names of
Trusted Agent Contractors as needed, as long as the provisions of this paragraph are followed. Although the 7 SFS form is used in lieu of the AF Form 75, it carries the same authority and responsibilities.
Additionally, the 7 SFS Form will expire at 0001 daily or at the end of the contractor duty day, whichever occurs first. At no time will the Trusted Agent Contractor depart the installation and leave any of his/her sponsored individuals with another contractor that does not have the same vouching/sponsoring privileges. (Effective Date: 15
Dec 04)
All contractors must attend a contractor briefing given to the contractors by Pass and Registration who will provide a more detailed explanation regarding contractor badges and their uses. Pass and
Registration reserves the right to not issue a contractor badge due to erroneous information or failure to disclose information on the Dyess
Form 173. Any derogatory information received from the background check will result in the non-issuance of the contractor badge.
The Dyess AFB Form Letter 173 is subject to the privacy act of 1974, Authority: 10 U.S.C. 8012 and 5 U.S.C. 552a(b)(7).
Principle purposes: To provide the 7th Security Forces Squadron, and other authorized agencies, with a listing of personnel authorized access to Dyess Air Force Base, Texas as Contractors or Contractor employees.
Routine Uses: To verify the identity of personnel entering Dyess AFB as Contractors.
Section 00700 Page 11
Disclosure is Mandatory: Failure to provide the information and
Social Security Number (SSN) could result in denied access to the
Dyess AFB installation.
13.4 APPLICABLE TO RESTRICTED AND FLIGHTLINE CONTROLLED AREAS:
Contractor shall be required to enclose his contract work area, storage area and employee parking area with 3/8" yellow nylon rope.
This rope fence will be supported by fastening it to the top of temporary posts or structures. The posts/structures will be 3 ft
(+10%) high. The post/structures spacing and rope tautness will be such that the rope will be no closer that 2 1/2 ft above the walking surface. This fence may be omitted where existing structures bound the contract work area. The intent of this requirement is that all personnel (Contractors', Air Force, and visitors) will know the authorized boundary of each Contractor's area and thereby minimize unauthorized movement, and to help promote safety.
14. IDENTIFICATION OF CONTRACTOR VEHICLES: Contractor vehicles must be marked on each side with company name with either permanent or semi-permanent/magnetic signage.
15. WARRANTIES:
Any warranties given to the Contractor or sub-Contractor at any tier from a manufacturer of equipment or other items which are provided under this contract shall be transferred to the government upon final acceptance. Contractor shall submit in writing a single listing with all applicable warranties attached. Negative responses are likewise required in writing.
16. SUBMITTAL REQUIREMENTS:
16.1 Required Submittals: All submittals required by the Contract
Documents shall be submitted for approval; and as a minimum, all submittals listed/scheduled on the AF Form 66 shall be submitted to
Contracting Officer for approval using AF Form 3000 as a transmittal document. Where a submittal cannot be provided within the required submission date, Contractor shall submit in writing letter stating the reasons why and furnishing a new projected submission date.
16.2 Variations/Deviations/Departures from the Contract Documents:
Contractor proposed variations, deviations or departures from the contract requirements shall be noted/marked in red on each copy of the submittal data and shall be provided with a letter attachment to the
AF Form 3000 summarizing the proposed variation, deviation, or departure. Variations, deviations, or departures shall contain sufficient information to permit complete evaluation. Additional sheets may be used to fully explain why a variation, deviation, or departure is requested. The Government reserves the right to
Section 00700 Page 12 disapprove or rescind inadvertent approval of submittals containing unnoted/unmarked/not-clearly-defined variations, deviations, or departures.
***END OF SECTION***
Repair Warehouse, Fire Supp. & Life Dyess AFB Project No. 11-0046
Section 00710 Page 1
SECTION 00710
AS-BUILT DRAWINGS
PART 1 GENERAL
1.1 DEFINITIONS
The definitions listed below form a part of this specification.
1.1.1 Red-Line Drawings
Contract drawings marked-up to show actual work performed to include necessary sketches, modification drawings, shop drawings and notes. Green ink is used to indicate work deleted from the contract. Red ink is used for additions and deviations from the contract.
1.1.2 As-Built Drawings
Professionally finished black line drawings and electronic CADD files developed from the original contract drawings that include all of the information from the redline drawings.
1.1.3 Black-Line Drawings
Paper drawings reproduced from electronic CADD files or high quality reproducible drawings.
1.1.4 Modification Circle
A circle with a horizontal line through the center. The top half will contain the letter “P” with the bottom half containing the Modification number.
1.1.5 Mylar Drawings
Drawings on polyester film, 3 or 5 mil, similar or equal to K & E Stabilene.
1.1.6 Electronic CADD Files
Electronic CADD files are drawing files saved on CD-ROM in accordance with
CADD standards referenced herein.
1.2 GENERAL
The work includes the incorporation of construction changes into government-furnished electronic CADD project design files and the associated government-furnished, geo-referenced “Base Map.dwg” file. The geo-referenced AutoCAD
2000 files shall be updated with the as-built information to accurately depict existing conditions of the project. Contractor revised CADD files and paper copies of the drawing files shall be submitted when all work on the project is completed. As-Built Drawings and drawing files will become the permanent record drawings of the construction.
Section 00710 Page 2
The As-Built drawings shall include all major features of the work and all details to the same level as the original RFP set of drawings as well as all changes from the contract drawings, including but not limited to all deviations, additional information, and modifications to the contract. Where contract drawings or specifications allow for options, only the option selected and actually constructed shall be shown on the As-Built Drawings.
All sheets affected by a change shall be revised.
1.2.1 Electronic CADD files shall comply with the following:
All government furnished site plan drawings were produced by government by modifying a single (one) geo-referenced Autodesk Map 5 Dyess AFB drawing file. The individual site plan drawings were created by X-referencing the
Map 5 file and turning the required layers on and off. Such drawings are marked on each site plan border (just below the sheet title), “This is a Geo-
Referenced Drawing.”
Contractor shall maintain this geo-referencing orientation, line types, layer colors, layer designations, symbols, and tables as provided on the government-furnished drawing file.
The government-furnished geo-referenced Dyess AFB drawing file is layered in compliance with Spatial Data Standards for Facilities, Infrastructure, and
Environment (SDSFIE) as published by the CADD/GIS Technology Center, Vicksburg, MS. Any new elements that are introduced by Contractor during the production of As-Built Drawings shall also comply with these standards regarding layering, line types, color, symbology, and tables.
The X-Referenced (geo-referenced Autodesk Map 5 file, etc.) shall be located in the same folder as the drawing border files. The drawing border file shall be configured with the appropriate path to find the X-Referenced file.
1.3 PAYMENT
In accordance with the clause “Payment Under Fixed-Price Construction
Contracts”, which provides for progress payments on estimates of work accomplished, (the number of drawings in the accepted design package multiplied by $250 per sheet) will be withheld from payment for the creation of As-Built drawings until the final as-built drawings are delivered to the
Contracting Officer (including any necessary revision and subject to the approval of the Contracting Officer).
1.4 TRANSMITTAL OF AS-BUILT DRAWINGS
1.4.1 Preliminary As-Built Drawings
The Contractor shall produce Preliminary As-Built Drawings indicating as-built conditions on Autodesk Map 5 (required for geo-referenced site plans) or AutoCAD 2000 (optional for other drawings) with “clouding”. Preliminary drawings shall consist of at least 15% of the total project drawings and shall include at least one Geo-Referenced Drawing. The As-Built CADD files which include all changes up to the time Preliminary Drawings shall be sent as stated below. Contractor shall draw attention to all drawing changes by adding a modification circle and “clouding” the affected area. This
“clouding” shall be accomplished on layer 63 of the drawing file. The
Preliminary Drawings shall consist of two sets of CADD files on a CD and two
Section 00710 Page 3 full-size sets of the Black-Line Drawings. Contractor shall submit these
Preliminary Drawings to Contracting Officer at least 3-weeks prior to the final acceptance inspection. Contractor shall not submit the Final Drawings until he receives the Contracting Officer’s letter approving the Preliminary
As-Built Drawings.
1.4.2 Final As-Built Drawings
The Contractor shall produce two copies of the Final As-Built Drawings on
Autodesk Map 5 or AutoCAD 2000(when permitted) format without “clouding”.
These CADD files shall be submitted to the Contracting Officer no later than
30 days after the acceptance letter for the Preliminary Drawings. These CADD files shall be on CD-ROM (folder name containing as-built files designated
“AS-BUILTS”. The folder shall contain drawings, indexes and X-REF files related to all as-builts. In addition one full-size set of black line As-
Built Drawings, along with all red-lined hard copy drawings prepared by the
Contractor during construction.
1.5 PROCEDURE
The Contractor shall create a set of electronic CADD files and full-size red-line drawings to fully indicate as-built conditions. The red-line drawings shall be maintained at the site, in a current condition until the completion of the work and shall be available for review by the Contracting Officer at all times. All as-built conditions shall be on the red-line drawings within
2 days after the work activity is completed.
1.6 TITLE BLOCKS
The project number and project title shall be shown on all sheets. The words
“RECORD DRAWING” shall be added below the title block on all sheets. All modifications to the contract shall be posted in ascending order. The top line of the revision box shall state “REVISED TO SHOW AS-BUILT CONDITIONS” and dated. Complete revision box with revision number, explanation, and date. Mark on cover sheet in large text, “As-Built Record Set” with month & year completed.
1.7 WORD ABBREVIATIONS
Abbreviations shown on the abbreviation sheet shall be used to describe all work items. Additional word abbreviations, not found on the abbreviation sheet but necessary to describe the work, shall be properly identified and incorporated with the other standard word abbreviations.
1.8 LEGEND SHEETS
Symbols, which conflict with those on the original contract legend sheets, shall not be used. Additional symbols, properly identified, necessary to depict any additional work items, shall be added to the legend sheet or supplemental legend. Those projects that do not have legend sheets may use supplemental legends on each sheet where symbol is shown.
1.9 CONTRACTOR SHOP DRAWINGS
Contractor shop drawings, which supersede data on the contract plans and/or additional drawings, prepared by the Contractor, shall be incorporated into
Section 00710 Page 4 the As-Built Drawings. Design plans prepared by Contractor shall include the designer’s name on the As-Built Drawings.
1.10 INDEXING OF DRAWINGS
If drawings are added to the portfolio of drawings to depict as-built conditions, the index of drawings shall be revised accordingly.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION
3.1 GENERAL
As-Built drawings shall include as-built information to the same level of detail as shown on the original details, unless otherwise specified. The
Contractor shall provide any additional full-size drawings as required to display all the details.
3.2 SITE WORK
3.2.1 Utilities
All utilities shall be shown whether active, inactive, shown on the original contract drawings, or found on-site. The type of utility, location, general direction, size, material make-up and depth shall be shown. The location and description of any utility line or other installations of any kind known to exist within the construction area shall be shown. The location shall include dimensions to permanent features.
3.2.2 Structures
Structures above and below ground shall be shown. The size, material make-up, location, height, and/or depth shall be shown. Manholes shall show rim elevation and invert elevations as applicable. Power poles shall show electrical equipment and voltage rating.
3.2.3 Grades
Grade or alignment of roads, structures, or utilities shall be corrected if any changes were made from the contract drawings. Elevations shall be corrected if changes were made in site grading.
Repair Warehouse, Fire Supp, & Life DYESS AFB Project No. 11-0046
Section 01510 Page 1
SECTION 01510
UTILITIES (CONTRACTOR IDENTIFIED)
1. SCOPE: This section covers identification, interruption and use of utilities.
2. IDENTIFICATION: THE GOVERNMENT DOES NOT KNOW THE LOCATION OF THE UTILITIES
IN THE WORK AREA. Accordingly, the Contractor shall be SOLELY RESPONSIBLE for locating and marking the exact location of all existing utilities within the contract work area prior to any excavating, trenching, backfilling or disturbance. The Contractor is SOLELY RESPONSIBLE for any and all damage to existing utilities in the contract work area. Upon request by the
Contractor, the Government shall furnish all available information in its possession concerning utilities in the contract work area. However, the accuracy of the information provided by the Government is not guaranteed and is only intended to provide some measure of assistance to the Contractor.
The Contractor shall call 7 CS/SCMO at 696-4391 a minimum of five (5) calendar days in advance to have underground communications cable routes marked. Base Civil Engineering does not have nor shall it provide record drawings of Bell Telephone cable plant. In the event the Contractor identifies utilities in the contract work area which interfere with the newly proposed construction, the Contracting Officer shall be immediately notified and the Government shall take necessary corrective action at no cost to the
Contractor. The Contractor shall furnish to the Contracting Officer as-built drawings clearly identifying the exact location of all utilities identified in the work area prior to project final inspection.
2.1 Contractor must initiate a Work Clearance Request AF Form 103 (digging permit) from 7 CES/ CECC a minimum of seven (7) calendar days prior to the start of any construction work. Excavation is not authorized without issuance of a completed and approved AF Form 103. After initial issue, it is the Contractor's responsibility to keep the Work Clearance Request coordinated and up-to-date/current through the remainder of the contract.
2.2 Any removal/relocation/reconnection of any communication device shall be coordinated in advance with 7 CS/SCMO at 696-4391. Any removal/relocation/reconnection of any Cable TV device shall be also be coordinated in advance with 7 CS/SCMO (ask for the NCOIC of Cable TV) at 696-
2400. Communications and Cable TV devices to remain shall be protected as required when work proximity dictates.
2.3 Any removal/relocation/reconnection of any fire protection device or intrusion detection systems shall be coordinated in advance with 7 CES/CEOIE at 696-5184.
2.4 The locating and marking devices utilized by the contractor for existing utilities or proposed work shall be 2” wooden stakes with multicolored whiskers 4” to 6” in length.
Section 01510 Page 2
3. INTERRUPTIONS:
3.1 Planned Utility Outages: The Contractor shall coordinate all requests for utility outages with the Contracting Officer in writing fourteen (14) calendar days prior to date of requested outage. Water, gas, steam, sewer and electrical outages shall be held to a maximum duration of 2 hours unless otherwise approved in writing. See Contractor Request for Utility Outage included on page 01510-3.
3.2 Unplanned Utility Outages (Accidental Disruption of Utilities): In the event of accidental disruption of any utility, the Contractor shall immediately notify the Contracting officer of the unplanned outage. The
Contractor shall immediately take every reasonable step to repair the damage in a manner acceptable to the Government and will restore the utility to full use as soon as practicable. If the Contractor so desires, and the Government agrees, the Government may complete necessary repairs to the damaged utility and withhold from payments due to the Contractor the necessary amount to defray all costs associated with the repair of the utility.
4. USE: All reasonable quantities of existing utilities will be made available to the Contractor without charge. Any temporary connections or lines required shall be installed, maintained, and removed at the
Contractor's expense. Any damage associated with the use of these utilities shall be repaired and/or replaced in a manner satisfactory to the Contracting
Officer at Contractor's expense. See Contractor Request for Use of Dyess AFB
Fire Hydrants included on page 01510-4.
Section 01510 Page 3
Civil Engineering
Request For Utility Outage
From: _______________________________________________________________
Contract No.: ________________ Description and Location of Contract: _________
Date of Outage Requested: ______________ Type of Outage: __________________
Location Affected by Outage: _____________________________________________
Description of Work to be performed and Other Utilities Affected: _______________
Requested Civil Engineer Support:
Date: ___________________ Time: __________________________
Type of Support:
Electrical X-5184 _______ Water X-4481 __________________
Access X-4155 ________ Road Closure X-4155 _____________
Alarms X-5195 ________ Fire Dept. Standby X-4930 _________
Duration of Outage: Start: __________ Completed: _____________________
Signature:
Contractor Representative Date
The following information must be prepared and forwarded, on AF Form 3000, Material Approval Submittal, to the Operational Contracting Division for approval and coordination with Civil Engineering’s Fire Dept. and Utilities Element prior to use of base fire hydrants.
Section 01510 Page 4
Contractor Request for Use of Dyess AFB Fire Hydrants.
Project Title: ________________________________________________________________
1. The . Company requests the use of fire hydrant number for the purpose of filling used in the performance of the contract to . Period of hydrant use will be to . I understand approval is contingent on:
a. The company providing a suitable connection with a Class III Back Flow Preventer
(reduced pressure principle device) and screw type globe valve to be attached to the hydrant. The connection will be 2 1/2" National Standard fire thread. The backflow device and valve shall be properly supported to prevent damage to fire hydrant threads.
b. Leaving the connection in place during approval period.
c. Insuring the hydrant is fully opened and left in that position during approval period, except in periods of freezing weather.
d. Insuring an approved fire hydrant wrench is used to open/close the hydrant.
e. Insuring all servicing from the hydrant is done at the top of the vehicle or tank. No bottom servicing will be permitted.
f. Using no quick opening valves causing excess water hammer in the main.
g. Discontinuing hydrant use if there is any hydrant malfunction or leakage from underground and reporting same to the fire department, 696-2486.
2. I understand and agree that Company assumes full responsibility for any damage to the hydrant, water mains, adjacent grounds, vegetation, buildings, or streets resulting from filling operations.
(Signature) (Date)
(Print Name) (Print Title)
The following information must be prepared and forwarded, on AF Form 3000, Material
Approval Submittal, to the Operational Contracting Division for approval and coordination with
Civil Engineering.
Section 01560 Page 1
SECTION 01560
ENVIRONMENTAL PROTECTION
1. APPLICABLE ENVIRONMENTAL REGULATIONS, LAWS, AND PUBLICATIONS: In accordance with (IAW) Executive Orders (EO) 13101, 13123, 13134, and 13148, Federal, state, and local environmental protection laws, Dyess Air Force
Base (DAFB) is committed to the principals of “Leadership in Environmental
Management” and “Greening the Federal Government.” In addition, DAFB implements EO 13045, 13229, and 13296, to ensure protection from environmental health and safety risks. The specifications and standards contained in this section are to ensure that DAFB meets the mandates as established by statute and EOs, as well as Environmental Protection Agency
(EPA), Department of Transportation (DOT), Occupational, Safety and Health
Agency (OSHA), and Department of Energy (DOE) policy and guidance.
1.1. ENVIRONMENTAL PROTECTION STANDARDS: The following list serves as the basis for standards of environmental protection for work accomplished on
DAFB:
U.S. Green Building Council’s Leadership in Energy and
Environmental Design (LEED)
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