Attachment 1 Navy ECP_CVIS SOW.pdf

Ent r y Cont r ol Poi nt / Commer ci al Vehi c l e I nspect i on St at i on MPLS206662

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 32 01. 00 10 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 33 16 DESI GN AFTER AWARD

01 35 13. 20 00 SPECI AL PROJECT PROCEDURES- CAD

01 35 29 OCCUPATI ONAL SAFETY AND HEALTH

01 35 30 SAFETY, HEALTH AND EMERGENCY RESPONSE

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 10 CONTRACTOR DESI GN QUALI TY CONTROL

01 45 00. 00 20 CONTRACTOR QUALI TY CONTROL

01 50 00 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND CONTROLS

01 57 20 ENVI RONMENTAL PROTECTI ON

01 77 00. 00 20 CONTRACT CLOSEOUT

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

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

02 82 33. 13 20 REMOVAL/ CONTROL AND DI SPOSAL OF PAI NT WI TH LEAD

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1

Entry Control Point/Commercial Vehicle Inspection Station MPLS206662

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

012/19

PART 1 GENERAL

1.1 SUBMITTAL

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.3 WARRANTY

1.4 PERFORAMNCE OF WORK

1.5 LOCATION

1.6 EXISTING WORK

1.7 LOCATION OF UNDERGROUND UTILITIES

1.8 Notification Prior to Excavation

1.9 DESIGNER OF RECORD (DOR)

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

1.10 CONTRACTOR WORK HOURS

SECTION 01 11 00

SUMMARY OF WORK

012/19

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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 Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project consists of providing complete design and construction work necessary for a Design-Build (DB) project as required by this Statement of Work (SOW). It includes, but not limited to site investigations, design surveys, performing calculations, equipment selection, and developing "For-Construction" drawings and specifications as required. Upon approval of the "For-Construction" drawings and specifications, the government shall issue a construction NTP to the contractor. Upon receipt of the NTP, the contractor shall proceed to construct the new facilities in accordance with the approved "For Construction" documents. The Scope of Work is developed by the government, however, the contractor is encouraged to propose enhancements to the design to facilitate and expedite construction, subject to the government approval. The contractor is responsible for conducting surveys on the area where work will take place to verify existing dimensions and to assess site conditions.

1.2.2 Statement of Work: This Statement of Work (SOW) sets forth the requirements for conducting the site preparations required to support installation of four (4) pre-fabricated components, which will form an Entry Control Point (ECP), Entry Control Facility (ECF), Access Control Point / Commercial Vehicle Inspection Station (CVIS) training simulator. The ECP/CVIS training simulator once assembled falls into the category of Training Unique Equipment (TUE).

1.2.3 Background

Center for Security Forces (CENSECFOR), Naval Technical Training Center (NTTC) is located at Joint Base San Antonio (JBSA), San Antonio, Texas. NTTC has a requirement to train U.S. Navy personnel to perform specialized duties at naval installations and commands located worldwide as members of the Navy Master-at-Arms force. The courses delivered by NTTC are designed to provide Navy Security Force (NSF) and Military Law Enforcement (LE) training to Navy Master-at-Arms personnel assigned to shore based, afloat, and forward deployed Commands in support of Armed Sentry, Security Reaction Force, Antiterrorism missions and Military LE duties. This includes; security

SECTION 01 11 00 Page 3 reaction force procedures, single and multiple officer engagement tactics, prevention of threats, whether from an external or internal ACP/ECP/ECF on a pier, flight line restricted area, small personal water craft or boat, or any other means to penetrate an installation. Students will learn to implement immediate action procedures to identify, assess, track, deter, and defend against potential threats, utilizing and demonstrating the proper tactics, techniques and procedures; Use of Force Continuum along with performing as a Reaction Force Team Leader while coordinating team responses in an 360 degree asymmetrical environment, to include lighted, low-light, and no light situations.

1.2.4 Discussion

The Cente r fo r Securit y Force s ha s a requiremen t t o instal l fou r (4) pre-fabricate d components , which , wil l mak e up th e ECP, ECF , AC P / CVIS trainin g simulator , capabl e o f supportin g variou s militar y Physica l Security (PS) an d La w Enforcemen t (LE ) trainin g scenarios . Th e ECP, ECF , AC P / CVIS trainin g simulato r wil l b e assemble d i n th e Navy' s designate d trainin g area known a s Trainin g Are a Eigh t (TA-8) . Th e ECP, ECF , ACP/CVI S component s shall be mounte d an d anchore d t o concret e foundation s and/o r asphal t wit h available electrica l power . Appendi x i s a conceptua l drawin g illustratin g th e required asphal t roadway s an d placemen t o f th e Trainin g Uniqu e Equipmen t (TUE ) located within the TA-8 compound.

1.2.5 ECP/CVIS Site Preparations

Roadways:

Roadway s (wit h lan e striping , directiona l markings , an d sto p signs) constructe d o f approximatel y 1,40 0 squar e yard s o f asphal t wil l b e required t o acces s an d utiliz e th e ECP/CVI S trainin g simulator . Figur e B , Appendi x A, i s a conceptua l drawin g illustratin g th e layou t o f th e ne w asphal t roadways.

Roadways i n Figur e (B) , Appendi x A , highlighte d i n orang e alread y exist withi n th e TA- 8 area.

A ne w 30 ' X 90 ' shad e canop y shal l b e constructe d i n th e CVI S are a an d shall includ e ne w LE D typ e adjustabl e pos t inspectio n lightin g fixture s to illuminat e th e are a underneat h th e canopy . Automati c lightin g control s shall be furnishe d t o tur n th e light s o n an d of f a t dus k an d dawn . A n underground electrica l circui t shal l b e installe d t o th e externa l inspectio n light fixture s i n th e CVI S area . Th e ECP/CVI S are a shal l hav e Sentr y Islan d with protection wall in front and a pedestrian walkway.

1.2.6 Over-Watch Tower shall be provided by others under a separate Navy contract . The contractor will be furnished drawings/specifications on the Over-Watch Tower that will be completed by the separate Navy Contractor. The design of the concrete pad and electrical utilities for the Over-Watch Tower shall be coordinated with the Over-Watch Tower Drawings/specifications. (See Item 6 on Figures A and B, Appendix A).

The open air Over-Watch Tower will be approximately 11' tall to the catwalk and 15' x 15' wide at the base of the tower. See figure (C), Appendix A, for additional details.

Site preparations for the metal Over-Watch Tower requires the contractor on this project to construct a concrete foundation for the Over-Watch Tower so that the Over-Watch Tower structure can be anchored down. In addition to the concrete foundation, the contractor shall install from available shore electrical power in and around the TA-8 area a new underground electrical service (feeder) to the Over-Watch Tower pad to supply power to 120 VAC quad outlets and HVAC unit inside the Over-Watch Tower. The contractor shall coordinate the installation of the Over-Watch Tower electrical service with

SECTION 01 11 00 Page 4

SECTION 01 11 00 Page 4 th e Sa n Antoni o loca l powe r compan y (CP S Energy ) tha t currentl y supply electrica l powe r int o th e TA- 8 compound.

Once site preps are completed by the contractor for the Over-Watch Tower, the Navy selected vendor for the Over-Watch Tower will deliver, mount, and anchor the Over-Watch Tower onto the new concrete foundation.

The contracto r shal l the n mak e th e Over-Watc h Towe r operativ e b y makin g the fina l electrica l connectio n an d hook-u p o f th e Over-Watc h Towe r t o th e new undergroun d electrica l servic e feeder . A servic e disconnec t shal l be furnishe d a t th e Over-Watc h Towe r b y th e contracto r t o mak e th e electrical service installation connection complete.

1.2.7 Access Control Point (ACP) Guard Shack shall be provided by others on a separate Navy contract. The contractor will be furnished drawings/ specifications on the ACP Guard Shack that will be completed by the separate Navy Contractor. The design of the concrete pad and electrical utilities for the ACP Guard Shack shall be coordinated with the Over-Watch Tower Drawings/ specifications(See Item 4 on Figures A and B, Appendix A)

Site preparations for the Access Control Point (ACP) Guard Shack requires the contractor on this project to construct a concrete foundation for the ACP Guard Shack so that the Guard Shack structure can be anchored down. In addition to the concrete foundation, the contractor shall install from available shore electrical power in and around the TA-8 area a new electrical underground service (feeder)to the ACP Guard Shack pad to supply power to 120 VAC quad outlets and HVAC unit inside the ACP Guard Shack. The contractor shall coordinate the installation of the ACP Guard Shack electrical feeder with the San Antonio local power company (CPS Energy)that currently supply electrical power into the TA-8 area. The area underneath the existing shade structure (canopy coverning both inbound lines and most of the new ACP Guard Shack foundation shall be illuminated with new LED type adjustable post inspection lighting fixtures. Automatic lighting controls shall be furnished to turn the lights on and off at dusk and dawn. An underground electrical circuit shall be installed to the adjustable inspection light fixtures in the (ACP) Guard Shack/Existing Canopy area.

Once site preps are completed for the ACP Guard Shack, the Navy selected vendor for the ACP Guard Shack will deliver, mount, and anchor the ACP Guard Shack onto the new concrete foundation. See figure D, Appendix A, for more detail.

The contractor shall then make the ACP Guard Shack operative by making the final connection and hook-up of the ACP Guard Shack to the new underground electrical service feeder. A service disconnect shall be furnished at the (ACP) Guard Shack by the contractor to make the electrical service installation connection complete.

A rolling lane gate, Sentry Islands with protection wall in front, a pedestrian walkway with a turnstile shall provided at the Guard shack Entry.

1.2.8 Manual Lift Barriers shall be provided by others on a separate Navy Contract. (See Figures E and F, Appendix A, for the location of the manual barriers).

A total of eight (8) pre-fabricated 12' long manual lift barriers are required. Each manual lift barrier post shall be surfaced mounted to individual concrete foundations. Manual lift barriers shall be mounted outside of the shade canopies in order to prevent the lift barriers from hitting the canopies. (See Figure G, Appendix A for details on the Manual Barriers)

SECTION 01 11 00 Page 5

Site preparations for the manual lift barriers requires the contractor on this project to construct a concrete foundation pad for each of the eight (8)manual lift barriers so that the barriers can anchored down.

Once site preps are completed, the selected vendor will deliver and install the eight (8) surface mounted manual lift barriers onto the concrete foundations.

1.2.9 Solar Powered Pop-up Vehicle Barrier shall be provided by others on a separate Navy purchase. Two (2) solar powered portable pop-up vehicle barriers will be used within TA8 and will require 120 VAC electrical power available for the 120 VAC outlets needed to recharge the batteries.

See figure (H), Appendix A for more detail.

Site preparations for the portable pop barrier requires the contractor on this project to provided two(2)exterior watertight 120 VAC quad outlets, each outlet connected to a separate 120 VAC branch circuit at an designated location within the TA8 area. Exact location of the two 120 VAC outlets shall be determined and made known to the contractor at the design phase.

Once the site preps are completed, the selected vendor will deliver two (2) solar powered portable pop-up vehicle barriers to the project site.

1.2.10 Design Drawings

Design Drawings shall be stamped by a Professional Engineer or Registered Architect. Contractor shall ensure that all work is completed to a finished and usable state, by providing the material and repairs as required.

1.2.11 CODE/REGULATORY REQUIREMENTS

All work performed by the Contractor shall be in accordance with all local, State and Federal Codes.

The following documents are in effect (unless specified otherwise) from a part of this specification to the extent specified herein.

29 CFR 1910 Occupation Safety and Health Standards 29 CFR 1910.1025 Code of Federal Regulations (CFR) Toxic and Hazardous Substance OSHA 29 CFR 1926.62 Code of Federal Regulations, Lead N00164-10-C-JR07 Page 7 of 37 Exposure in Construction UFGS-01 4502.10 SEC 1 NAVFAC Quality Control for Minor Construction NEHC-TM6290.99-10 Rev 1 Navy Environmental Health Center Technical Manual NIOSH document 76-130 National Institute for Occupational Safety and Health

(NIOSH)

EM 385-1-1 U.S. Army Corps of Engineers Safety and Health Requirements Manuals NEHC-TM6290.99-10 Rev 1 Navy Environmental Health Center Technical Manual ASCE Section 7 American Society of Civil Engineers Standards, Wind Load Design and Construction Criteria C2 Institute of Electrical and Electronic Engineers (IEEE), National Electrical Safety Code UFC 1-200-01 Unified Facilities Criteria, "General Building Requirements"

These other UFCs, Codes and references include, but are not limited to:

Steel Door Institute (SDI) American Aluminum Manufacturers Association (AAMA) American Hardware Association (AHA) Building Hardware Manufacturers Association (BHMA) Federal, State, County, SECTION 01 11 00 Page 6

MPLS206662Entr y Contro l Point/Commercia l Vehicl e Inspectio n Station and loca l environmenta l regulations America n Societ y o f Testin g an d Material s (ASTM) Nationa l Fir e Protectio n Associatio n (NFPA ) Code s an d Standards American Concrete Institute Standards (ACI)

1.2.12 SITE SUPERVISION AND QUALITY CONTROL

The Contracto r shal l provid e a sit e superintenden t a t th e wor k locatio n at al l time s wor k i s bein g performe d fo r thi s project . Contracto r shal l also provid e a sit e Q C manage r a t th e wor k sit e t o implemen t an d manag e th e QC Program . Th e sit e superintenden t ma y perfor m th e dutie s o f th e Q C manage r for this project.

1.2.13 NOTIFICATION OF COMMENCEMENT

A pre-constructio n conferenc e shal l b e hel d prio r t o startin g an y wor k with al l applicabl e parties . Al l pre-requisit e submittals , a s liste d earlier, shal l b e submitte d a t thi s pre-constructio n conference . Th e Contracto r shall confir m th e star t dat e wit h th e Contractin g Office r Representativ e a t least 48 hour s prio r t o star t date . Preparin g an d sendin g minute s o f al l meetings t o th e attendee s i s th e responsibilit y of th e Contractor . Th e Contractor shal l b e responsibl e fo r maintainin g a wor k sit e complian t wit h EM 385-1-1 Safet y an d Healt h Requirement s Manua l (200 8 Edition ) an d al l othe r OSHA regulation s associate d wit h th e completio n o f th e work . Al l Occupational Safet y & Healt h Ac t (OSHA ) wor k standard s shal l b e followe d t o includ e but not limite d to ; federal , state , nationa l an d loca l codes/construction standards . I n performin g th e contract , th e Contracto r shal l provid e for protectin g th e live s an d healt h o f employee s an d othe r person s an d for preventin g damag e t o property , materials , supplie s an d equipmen t in accordanc e wit h th e lates t revisio n o f th e U.S . Arm y Corp s o f Engineers "Safet y an d Healt h Requirement s Manuals " (E M 385-1-1 ) an d "Occupational Safet y an d Healt h Standards " (2 9 CF R 1910) . Prio r t o commencemen t o f the work , th e Contracto r shal l hav e mutua l understandin g relativ e t o the administration of safety.

1.2.14 CLEANUP

Contracto r shal l clea n u p th e jo b sit e daily , an d shal l us e ow n equipmen t to clean the work area to the satisfaction of the JBSA Project Manager.

1.2.15 FACILITY SPECIAL CONDITIONS

Specia l deliverie s wil l nee d t o b e arrange d i n advance , wit h 4 8 hour s notice t o th e JBS A Projec t Manager . Th e Contracto r shal l no t affec t trainin g efforts bein g conducte d a t certai n site s withi n th e TA- 8 compound . Th e Contractor shal l coordinat e utilit y outage s minimu m 30 calenda r day s i n advanc e wit h the JBSA CE Project Manager.

1.2.16 STATION REGULATIONS

The Contractor , thei r employee s an d subcontractor s shal l becom e familia r with and obe y al l applicabl e Federal , State , Loca l an d Statio n regulations, includin g fire , safety , traffi c an d securit y regulations . N o employe e o f the Contracto r shal l b e admitte d t o th e wor k sit e withou t satisfactor y proo f of Unite d State s citizenship . Th e Contracto r shal l b e require d t o hav e all appointments , certifications , o r license s require d fo r thi s work . The Contractin g Office r Representativ e ma y reques t proo f o f suc h certifications or license s a t an y time.

SECTION 01 11 00 Page 7

1.2.17 PROJECT CLOSEOUT REQUIREMENTS

DD For m 1354 As-Buil t Drawings Shop Drawings Operation s an d Maintenanc e Manuals Spar e Part s Data Warranties

1.3 WARRANTY

The Contracto r shal l i n writin g indicat e tha t th e wor k shal l b e fre e of fault s o r defects , i n accordanc e wit h th e requirement s i n thi s Statemen t of Work fo r a perio d on e year ; material s use d i n th e projec t shal l have manufacturer's warrantees respective of the product and material used.

1.4 Performance of Work

The Contracto r shal l arrang e an d hol d a pre-constructio n conferenc e prio r to intentio n t o star t wor k wit h al l applicabl e parties . Al l pre-requisite submittals , a s liste d earlier , shal l b e submitte d a t thi s pre-construction conference . Th e Contracto r shal l confir m th e constructio n star t dat e with th e Contractin g Office r Representativ e a t leas t 4 8 hour s prio r t o start date . Preparin g an d sendin g minute s o f al l meeting s t o th e attendee s ar e the responsibilit y o f th e Contractor.

Al l Occupationa l Safet y & Healt h Ac t (OSHA ) wor k standard s shal l b e followed t o includ e bu t no t limite d t o al l federal , state , nationa l an d local codes/constructio n standards . I n performin g th e contract , th e Contractor shal l provid e fo r protectin g th e live s an d healt h o f employee s an d other person s an d fo r preventin g damag e t o property , materials , supplie s and equipmen t i n accordanc e wit h th e lates t revisio n o f th e U.S . Arm y Corp s of Engineer s "Safet y an d Healt h Requirement s Manuals " (E M 385-1-1 ) and "Occupationa l Safet y an d Healt h Standards " (2 9 CF R 1910).

1.5 LOCATION

The work is located at JBSA Lackland in the 10000 area on Haby's Road.

1.6 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 portion of 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 which existed before new work started.

1.7 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 48 hours prior to

SECTION 01 11 00 Page 8 excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.8 NOTIFICATION PRIOR TO EXCAVATION

Notify the Contracting Officer at least 24 hours prior to starting excavation work.

1.9 DESIGNOR OF RECORD (DOR)

The Designe r o f Recor d (DOR ) shal l us e th e Unifie d Facilitie s Guide

Specifications (UFGS) and the requirements contained in this SOW to develop the technical specifications and construction drawings. The technical criteria contained and cited in this SOW and UFGS establish minimum standards for the construction quality.

1.10 CONTRACTOR WORK HOURS

1.10.1 Normal Work Hours

Normal wor k hour s ar e eigh t (8 ) hours , Monda y throug h Frida y fro m 7:3 0 A.M.

(0730) to 4:30 P.M. (1630) except days observed as Federal holidays.

Holidays falling on Saturday are observed on the preceding Friday. Holidays falling on Sunday are observed on the succeeding Monday.

1.10.2 Weekend and Holiday Work

Weekend , o r holida y wor k request s mus t b e submitte d i n writin g t o the

Contracting Officer (CO) with a description of the type of work to be accomplished shall be submitted by close of business 14 work days prior.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

12/19

PART 1 GENERAL

1.1 REFERENCES - NOT USED

1.2 DEFINITIONS - NOT USED

1.3 SUBMITTALS

1.4 SPECIAL SCHEDULING REQUIREMENTS

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Activity Regulations

1.5.1.1 Subcontractors and Personnel Contacts

1.5.1.2 Installation Access

1.5.1.3 No Smoking Policy

1.5.1.4 Government Housing Areas

1.5.2 Permits and Requests

1.5.2.1 Utility Outage Permit

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 14 00 Page 10

SECTION 01 14 00

WORK RESTRICTIONS

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PART 1 GENERAL

1.1 REFERENCES - NOT USED

1.2 DEFINITIONS - NOT USED

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals list Construction Superintendent; G

1.4 SPECIAL SCHEDULING REQUIREMENTS

a. All medical and mission critical areas will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

1.5.1.1 Subcontractors and Personnel Contacts

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

1.5.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA Lackland Kelly Annex must be sponsored by an authorized DBIDS registered

SECTION 01 14 00 Page 11

DOD ID card holder. Sponsors must notify the 502nd Security Forces Visitor Control Center NLT 10 days prior to the requested entry date.

All construction contractor employees must have:

a. One form of picture identification

b. Provide personal (full name, date of birth, home address, and driver license number) and vehicle information.

c. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA-Lackland Kelly Annex where the jobsite is located.

1.5.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on the installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation.

Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.5.1.4 Government Housing Areas

a. Haul routes to and from constructions sites cannot go through the housing, residential areas.

b. When working inside a housing area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.5.2 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14") 5 complete copies

b. 100% Construction Drawings 5 complete copies

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected.

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 Day Advance Notice minimum, unless otherwise noted.

i. Contractor's Representative Contact Information

1.5.2.1 Utility Outage Permit

a. Contractor shall complete and submit a written request 14 days in

SECTION 01 14 00 Page 12 advance of the requested utility outage to CES Utility Manager through the 502 CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration. Form 103 included in Appendix F can also be used for the request.

c. Provide CES Construction Manager a copy of the written Utility Outage request.

d. After submitting the request to the government, the Contractor must receive approval from the government prior to scheduling a utility outage.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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SECTION 01 14 00 Page 13

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

12/19

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 CONTRACTOR SPECIAL REQUIREMENTS

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

1.8 AVAILABILITY OF CADD DRAWING FILES

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 30 00 Page 14

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

12/19

PART 1 GENERAL

1.1 REFERENCES

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

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

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01 33

00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

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 and at completion of each construction task order. Digital photographs, .jpeg, shall be provided to the Contracting Officer for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

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

Comprehensive general liability: $500,000 per occurrence

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

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

SECTION 01 30 00 Page 15

c. Empl oyer ' s l i abi l i t y cover age of $100, 000, except i n St at es wher e wor ker s compensat i on may not be wr i t t en by pr i vat e car r i er s,

d. Ot her s as r equi r ed by Texas l aw.

1. 6 CONTRACTOR SPECI AL REQUI REMENTS

Accompl i sh al l cont r act r equi r ement s of t he Sect i on assi gned di r ect l y wi t h t he f i r st t i er subcont r act or .

1. 7 SUPERVISION

1. 7. 1 Mi ni mum Communi cat i on Requi r ement s

Have at l east one qual i f i ed super vi sor capabl e of r eadi ng, wr i t i ng, and conver si ng f l uent l y i n t he Engl i sh l anguage on t he j ob s i t e dur i ng wor ki ng hour s. I n addi t i on, i f a Qual i t y Cont r ol ( QC) r epr esent at i ve i s r equi r ed on t he cont r act , t hen t hat i ndi v i dual shal l al so have f l uent Engl i sh communi cat i on ski l l s .

The Pr oj ect Manager i n t hi s cont ext shal l mean t he i ndi v i dual wi t h t he r esponsi bi l i t y f or t he over al l management of t he pr oj ect and t he Pr oj ect Super i nt endent shal l mean t he i ndi v i dual wi t h t he r esponsi bi l i t y f or qual i t y and pr oduct i on. Bot h t he Pr oj ect Manager and Pr oj ect Super i nt endent ar e subj ect t o r emoval by t he Cont r act i ng Of f i cer f or non- compl i ance wi t h r equi r ement s speci f i ed i n t he cont r act and f or f ai l ur e t o manage t he pr oj ect t o i nsur e t i mel y compl et i on. Fur t her mor e, t he Cont r act i ng Of f i cer may i ssue an or der st oppi ng al l or par t of t he wor k unt i l sat i sf act or y cor r ect i ve act i on has been t aken. No par t of t he t i me l ost due t o such st op or der s shal l be made t he subj ect of c l ai m f or ext ensi on of t i me f or excess cost s or damages by t he Cont r act or .

1. 8 AVAI LABI LI TY OF CADD DRAWI NG FI LES

Af t er awar d and upon r equest , t he el ect r oni c " Comput er - Ai ded Dr af t i ng and Desi gn ( CADD) " dr awi ng f i l es wi l l onl y be made avai l abl e t o t he Cont r act or f or use i n pr epar at i on of const r uct i on dat a r el at ed t o t he r ef er enced cont r act subj ect t o t he f ol l owi ng t er ms and condi t i ons.

Dat a cont ai ned on t hese el ect r oni c f i l es shal l not be used f or any pur pose ot her t han as a conveni ence i n t he pr epar at i on of const r uct i on dat a f or t he r ef er enced pr oj ect . Any ot her use or r euse shal l be at t he sol e r i sk of t he Cont r act or and wi t hout l i abi l i t y or l egal exposur e t o t he Gover nment . The Cont r act or shal l make no c l ai m and wai ves t o t he f ul l est ext ent per mi t t ed by l aw, any c l ai m or cause of act i on of any nat ur e agai nst t he Gover nment , i t s agent s or sub consul t ant s t hat may ar i se out of or i n connect i on wi t h t he use of t hese el ect r oni c f i l es. The Cont r act or shal l , t o t he f ul l est ext ent per mi t t ed by l aw, i ndemni f y and hol d t he Gover nment har ml ess agai nst al l damages, l i abi l i t i es or cost s, i ncl udi ng r easonabl e at t or ney' s f ees and def ense cost s, ar i s i ng out of or r esul t i ng f r om t he use of t hese el ect r oni c files.

These el ect r oni c CADD dr awi ng f i l es ar e not const r uct i on document s.

Di f f er ences may exi st bet ween t he CADD f i l es and t he cor r espondi ng const r uct i on document s. The Gover nment makes no r epr esent at i on r egar di ng t he accur acy or compl et eness of t he el ect r oni c CADD f i l es, nor does i t make r epr esent at i on t o t he compat i bi l i t y of t hese f i l es wi t h t he Cont r act or s har dwar e or sof t war e. I n t he event t hat a conf l i c t ar i ses bet ween t he

SECTI ON 01 30 00 Page 16 si gned and seal ed const r uct i on document s pr epar ed by t he Gover nment and t he f ur ni shed CADD f i l es, t he s i gned and seal ed const r uct i on document s shal l gover n. The Cont r act or i s r esponsi bl e f or det er mi ni ng i f any conf l i c t exi st s. Use of t hese CADD f i l es does not r el i eve t he Cont r act or of dut y t o f ul l y compl y wi t h t he cont r act document s, i ncl udi ng and wi t hout l i mi t at i on, t he need t o check, conf i r m and coor di nat e t he wor k of al l cont r act or s f or t he pr oj ect .

I f t he Cont r act or uses, dupl i cat es and/ or modi f i es t hese el ect r oni c CADD f i l es f or use i n pr oduci ng const r uct i on dr awi ngs and dat a r el at ed t o t hi s cont r act , al l pr evi ous i ndi c i a of owner shi p ( seal s, l ogos, s i gnat ur es, i ni t i al s and dat es) shal l be r emoved.

1. 9 ELECTRONI C MAI L ( E- MAI L) ADDRESS

The Cont r act or shal l est abl i sh and mai nt ai n el ect r oni c mai l ( e- mai l ) capabi l i t y al ong wi t h t he capabi l i t y t o open var i ous el ect r oni c at t achment s i n Mi cr osof t , Adobe Acr obat , and ot her s i mi l ar f or mat s. Wi t hi n 10 days af t er cont r act awar d, t he Cont r act or shal l pr ovi de t he Cont r act i ng Of f i cer a s i ngl e ( onl y one) e- mai l addr ess f or el ect r oni c communi cat i ons f r om t he Cont r act i ng Of f i cer r el at ed t o t hi s cont r act i ncl udi ng, but not l i mi t ed t o cont r act document s, i nvoi ce i nf or mat i on, r equest f or pr oposal s, and ot her cor r espondence. The Cont r act i ng Of f i cer may al so use emai l t o not i f y t he Cont r act or of base access condi t i ons when emer gency condi t i ons war r ant , such as hur r i canes, t er r or i st t hr eat s, et c. Mul t i pl e emai l addr ess wi l l not be al l owed.

I t i s t he Cont r act or ' s r esponsi bi l i t y t o make t i mel y di st r i but i on of al l Cont r act i ng Of f i cer i ni t i at ed e- mai l wi t h i t s own or gani zat i on i ncl udi ng f i el d of f i ce( s) . The Cont r act or shal l pr ompt l y not i f y t he Cont r act i ng Of f i cer , i n wr i t i ng, of any changes t o t hi s emai l addr ess.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTI ON

Not Used

- - End of Sect i on - -

SECTI ON 01 30 00 Page 17

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 32 01. 00 10

PROJECT SCHEDULE

12/19

PART 1 GENERAL

1. 1 REFERENCES

1. 2 Qual i f i cat i ons

1. 3 SUBMI TTALS

PART 2 NOT USED

PART 3 EXECUTI ON

3. 1 Pr oj ect Schedul e

3. 1. 1 AF I MT 3064

3. 1. 2 Level of Det ai l Requi r ed

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 32 01. 00 10 Page 18

SECTI ON 01 32 01. 00 10

PROJECT SCHEDULE

12/19

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

ER 1- 1- 11 ( 1995) Admi ni st r at i on - - Pr ogr ess, Schedul es, and Net wor k Anal ysi s Syst ems

1. 2 Qualifications

The Cont r act or shal l desi gnat e an aut hor i zed r epr esent at i ve who shal l be r esponsi bl e f or t he pr epar at i on of al l r equi r ed pr oj ect schedul e r epor t s.

1. 3 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s havi ng a " FI O" desi gnat i on ar e f or i nf or mat i on onl y. The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 30 00 SUBMI TTAL

PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Pr oj ect Schedul e CPM; G

PART 2 NOT USED

PART 3 EXECUTI ON

3. 1 Pr oj ect Schedul e

3. 1. 1 AF I MT 3064

Use of t he AF I MT 3064 wi l l be t he nor mal r equi r ement f or cont r act or const r uct i on schedul es under t hi s cont r act .

3. 1. 2 Level of Det ai l Requi r ed

a. Gover nment Act i v i t i es: Gover nment and ot her agency act i v i t i es t hat coul d i mpact pr ogr ess shal l be shown. These act i v i t i es i ncl ude, but ar e not l i mi t ed t o: appr oval s, desi gn r evi ews, envi r onment al per mi t appr oval s by St at e r egul at or s, i nspect i ons, and Not i ce t o Pr oceed ( NTP) f or phasi ng r equi r ement s.

b. Responsi bi l i t y : Al l act i v i t i es shal l be i dent i f i ed i n t he pr oj ect schedul e by t he par t y r esponsi bl e t o per f or m t he wor k. Responsi bi l i t y

SECTI ON 01 32 01. 00 10 Page 19 i ncl udes, but i s not l i mi t ed t o, t he subcont r act i ng f i r m, cont r act or wor k f or ce, or gover nment agency per f or mi ng a gi ven t ask. Act i v i t i es shal l not bel ong t o mor e t han one r esponsi bl e par t y. The r esponsi bl e par t y f or each act i v i t y shal l be i dent i f i ed by t he Responsi bi l i t y Code.

1. Wor k Ar eas: Al l act i v i t i es shal l be i dent i f i ed i n t he pr oj ect schedul e by t he wor k ar ea i n whi ch t he act i v i t y occur s. Act i v i t i es shal l not be al l owed t o cover mor e t han one wor k ar ea. The wor k ar ea of each act i v i t y shal l be i dent i f i ed by t he Wor k Ar ea Code.

c. Schedul ed Pr oj ect Compl et i on: The schedul e i nt er val shal l ext end f r om

NTP t o t he Cont r act compl et i on dat e.

1. Pr oj ect St ar t Dat e: The schedul e shal l s t ar t no ear l i er t han t he dat e on whi ch t he NTP was acknowl edged. The Cont r act or shal l i ncl ude as t he f i r st act i v i t y i n t he pr oj ect schedul e an act i v i t y cal l ed " St ar t Pr oj ect " . The " St ar t Pr oj ect " act i v i t y shal l have an const r ai nt dat e equal t o t he dat e t hat t he NTP was acknowl edged, and a zer o day dur at i on.

2. Ear l y Pr oj ect Compl et i on: I n t he event t he pr oj ect schedul e shows compl et i on of t he pr oj ect pr i or t o t he cont r act compl et i on dat e, t he Cont r act or shal l i dent i f y t hose act i v i t i es t hat have been accel er at ed and/ or t hose act i v i t i es t hat ar e schedul ed i n par al l el t o suppor t t he Cont r act or ' s " ear l y" compl et i on. Cont r act or shal l speci f i cal l y addr ess each of t he act i v i t i es not ed i n t he AF I MT 3065 at ever y pr oj ect schedul e updat e per i od t o assi st t he Cont r act i ng Of f i cer i n eval uat i ng t he Cont r act or ' s abi l i t y t o act ual l y compl et e pr i or t o t he Cont r act per i od.

d. I nt er i m Compl et i on Dat es: Cont r act ual l y speci f i ed i nt er i m compl et i on dat es shal l al so be const r ai ned t o show negat i ve f l oat i f t he ear l y f i ni sh dat e of t he l ast act i v i t y i n t hat phase f al l s af t er t he i nt er i m compl et i on dat e.

1. St ar t Phase: The Cont r act or shal l i ncl ude as t he f i r st act i v i t y f or a pr oj ect phase an act i v i t y cal l ed " St ar t Phase X" wher e " X" r ef er s t o t he phase of wor k. The " St ar t Phase X" act i v i t y shal l have a const r ai nt dat e equal t o t he dat e on whi ch t he NTP was acknowl edged, and a zer o day dur at i on.

2. End Phase: The Cont r act or shal l i ncl ude as t he l ast act i v i t y i n a pr oj ect phase an act i v i t y cal l ed " End Phase X" wher e " X" r ef er s t o t he phase of wor k. The " End Phase X" act i v i t y shal l have a const r ai nt dat e equal t o t he compl et i on dat e f or t he pr oj ect , and a zer o day dur at i on.

c. Phase X: The Cont r act or shal l i ncl ude a hammock t ype act i v i t y f or each pr oj ect phase cal l ed " Phase X" wher e " X" r ef er s t o t he phase of wor k. The " Phase X" act i v i t y shal l be l ogi cal l y t i ed t o t he ear l i est and l at est act i v i t i es i n t he phase.

e. Def aul t Pr ogr ess Dat a Di sal l owed: Act ual St ar t and Fi ni sh dat es shal l not be aut omat i cal l y updat ed by def aul t mechani sms t hat may be i ncl uded i n CPM schedul i ng sof t war e syst ems. Act ual St ar t and Fi ni sh dat es on t he CPM schedul e shal l mat ch t hose dat es pr ovi ded f r om Cont r act or Qual i t y Cont r ol Repor t s. Fai l ur e of t he Cont r act or t o document t he Act ual St ar t and Fi ni sh dat es on t he Dai l y Qual i t y Cont r ol r epor t f or ever y i n- pr ogr ess or compl et ed act i v i t y, and f ai l ur e t o ensur e t hat t he

SECTI ON 01 32 01. 00 10 Page 20 dat a cont ai ned on t he Dai l y Qual i t y Cont r ol r epor t s i s t he sol e basi s f or schedul e updat i ng shal l r esul t i n t he di sappr oval of t he Cont r act or ' s schedul e and t he i nabi l i t y of t he Cont r act i ng Of f i cer t o eval uat e Cont r act or pr ogr ess f or payment pur poses. Updat i ng of t he per cent compl et e and t he r emai ni ng dur at i on of any act i v i t y shal l be i ndependent f unct i ons. Pr ogr am f eat ur es whi ch cal cul at e one of t hese par amet er s f r om t he ot her shal l be di sabl ed.

f . Out - of - Sequence Pr ogr ess: Act i v i t i es t hat have post ed pr ogr ess wi t hout al l pr ecedi ng l ogi c bei ng sat i sf i ed ( Out - of - Sequence Pr ogr ess) wi l l be al l owed onl y on a case- by- case appr oval of t he Cont r act i ng Of f i cer . The Cont r act or shal l pr opose l ogi c cor r ect i ons t o el i mi nat e al l out of sequence pr ogr ess or j ust i f y not changi ng t he sequenci ng f or appr oval pr i or t o submi t t i ng an updat ed pr oj ect schedul e.

g. Negat i ve Lags: Lag dur at i ons cont ai ned i n t he pr oj ect schedul e shal l not have a negat i ve val ue.

SECTI ON 01 32 01. 00 10 Page 21

DI VI SI ON 01 - GENERAL REQUI REMENTS

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SUBMI TTAL PROCEDURES

12/19

PART 1 GENERAL

1. 1 DEFI NI TI ONS

1. 1. 1 Submi t t al Descr i pt i ons ( SD)

1. 1. 2 Appr ovi ng Aut hor i t y

1. 1. 3 Wor k

1. 2 SUBMI TTALS

1. 3 SUBMI TTAL CLASSI FI CATI ON

1. 3. 1 Gover nment Appr oved ( G)

1. 4 PREPARATI ON

1. 4. 1 Tr ansmi t t al For m

1. 4. 2 Sour ce Dr awi ngs f or Shop Dr awi ngs

1. 4. 3 El ect r oni c Fi l e For mat

1. 5 QUANTI TY OF SUBMI TTALS

1. 5. 1 Number of Copi es of SD- 02 Shop Dr awi ngs

1. 5. 2 Number of Copi es of SD- 03 Pr oduct Dat a and SD- 08

Manuf act ur er ' s I nst r uct i ons

1. 5. 3 Number of Sampl es SD- 04 Sampl es

1. 5. 4 Number of Copi es SD- 05 Desi gn Dat a and SD- 07 Cer t i f i cat es

1. 5. 5 Number of Copi es SD- 06 Test Repor t s and SD- 09 Manuf act ur er ' s

Fi el d Repor t s

1. 5. 6 Number of Copi es of SD- 10 Oper at i on and Mai nt enance Dat a

1. 5. 7 Number of Copi es of SD- 01 Pr econst r uct i on Submi t t al s and SD- 11

Cl oseout Submi t t al s

1. 6 I NFORMATI ON ONLY SUBMI TTALS

1. 7 Devi at i on

1. 8 VARI ATI ONS

1. 8. 1 Consi der i ng Var i at i ons

1. 8. 2 Pr oposi ng Var i at i ons

1. 8. 3 War r ant i ng t hat Var i at i ons ar e Compat i bl e

1. 8. 4 Revi ew Schedul e Ext ensi on

1. 9 SCHEDULI NG

1. 10 GOVERNMENT APPROVI NG AUTHORI TY

1. 10. 1 Revi ew Not at i ons

1. 11 DI SAPPROVED OR REJECTED SUBMI TTALS

1. 12 APPROVED/ ACCEPTED SUBMI TTALS

1. 13 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTI ON

SECTI ON 01 33 00 Page 22

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SUBMI TTAL PROCEDURES

12/19

PART 1 GENERAL

1. 1 DEFINITIONS

1. 1. 1 Submi t t al Descr i pt i ons ( SD)

Submi t t al s r equi r ement s ar e speci f i ed i n t he t echni cal sect i ons.

Submi t t al s ar e i dent i f i ed by Submi t t al Descr i pt i on ( SD) number s and t i t l es as f ol l ows:

SD- 01 Pr econst r uct i on Submi t t al s

Submi t t al s whi ch ar e r equi r ed pr i or t o t he st ar t of const r uct i on

Li st of pr oposed pr oduct s

Const r uct i on pr ogr ess schedul e

Submi t t al r egi st er

Heal t h and saf et y pl an

Wor k pl an

Qual i t y Cont r ol ( QC) pl an

Envi r onment al pr ot ect i on pl an

SD- 02 Shop Dr awi ngs

Dr awi ngs, di agr ams and schedul es speci f i cal l y pr epar ed t o i l l ust r at e some por t i on of t he wor k.

Di agr ams and i nst r uct i ons f r om a manuf act ur er or f abr i cat or f or use i n pr oduci ng t he pr oduct and as ai ds t o t he Cont r act or f or i nt egr at i ng t he pr oduct or syst em i nt o t he pr oj ect .

Dr awi ngs pr epar ed by or f or t he Cont r act or t o show how mul t i pl e syst ems and i nt er di sci pl i nar y wor k wi l l be coor di nat ed.

SD- 03 Pr oduct Dat a

Cat al og cut s, i l l ust r at i ons, schedul es, di agr ams, per f or mance char t s, i nst r uct i ons and br ochur es i l l ust r at i ng s i ze, physi cal appear ance and ot her char act er i st i cs of mat er i al s, syst ems or equi pment f or some por t i on of t he wor k.

Sampl es of war r ant y l anguage when t he cont r act r equi r es ext ended pr oduct war r ant i es.

SD- 04 Sampl es

SECTI ON 01 33 00 Page 23

Fabr i cat ed or unf abr i cat ed physi cal exampl es of mat er i al s, equi pment or wor kmanshi p t hat i l l ust r at e f unct i onal and aest het i c char act er i st i cs of a mat er i al or pr oduct and est abl i sh st andar ds by whi ch t he wor k can be judged.

Col or sampl es f r om t he manuf act ur er ' s st andar d l i ne ( or cust om col or sampl es i f speci f i ed) t o be used i n sel ect i ng or appr ovi ng col or s f or t he pr oj ect .

Fi el d sampl es and mock- ups const r uct ed on t he pr oj ect s i t e est abl i sh st andar ds by whi ch t he ensur i ng wor k can be j udged. I ncl udes assembl i es or por t i ons of assembl i es whi ch ar e t o be i ncor por at ed i nt o t he pr oj ect and t hose whi ch wi l l be r emoved at concl usi on of t he wor k.

SD- 05 Desi gn Dat a

Desi gn cal cul at i ons, mi x desi gns, anal yses or ot her dat a per t ai ni ng t o a par t of wor k.

SD- 06 Test Repor t s

Repor t s i gned by aut hor i zed of f i c i al of t est i ng l abor at or y t hat a mat er i al , pr oduct or syst em i dent i cal t o t he mat er i al , pr oduct or syst em t o be pr ovi ded has been t est ed i n accor d wi t h speci f i ed r equi r ement s. Unl ess speci f i ed i n anot her sect i on, t est i ng must have been wi t hi n t hr ee year s of dat e of cont r act awar d f or t he pr oj ect .

Repor t whi ch i nc l udes f i ndi ngs of a t est r equi r ed t o be per f or med by t he Cont r act or on an act ual por t i on of t he wor k or pr ot ot ype pr epar ed f or t he pr oj ect bef or e shi pment t o j ob s i t e.

Repor t whi ch i nc l udes f i ndi ng of a t est made at t he j ob s i t e or on sampl e t aken f r om t he j ob s i t e, on por t i on of wor k dur i ng or af t er installation.

I nvest i gat i on r epor t s.

Dai l y l ogs and checkl i st s.

Fi nal accept ance t est and oper at i onal t est pr ocedur e.

SD- 07 Cer t i f i cat es

St at ement s pr i nt ed on t he manuf act ur er ' s l et t er head and si gned by r esponsi bl e of f i c i al s of manuf act ur er of pr oduct , syst em or mat er i al at t est i ng t hat t he pr oduct , syst em, or mat er i al meet s speci f i cat i on r equi r ement s. Must be dat ed af t er awar d of pr oj ect cont r act and cl ear l y name t he pr oj ect .

Document r equi r ed of Cont r act or , or of a manuf act ur er , suppl i er , i nst al l er or Subcont r act or t hr ough Cont r act or . The document pur pose i s t o f ur t her pr omot e t he or der l y pr ogr essi on of a por t i on of t he wor k by document i ng pr ocedur es, accept abi l i t y of met hods, or per sonnel qualifications.

Conf i ned space ent r y per mi t s.

Text of post ed oper at i ng i nst r uct i ons.

SECTI ON 01 33 00 Page 24

SD- 08 Manuf act ur er ' s I nst r uct i ons

Pr epr i nt ed mat er i al descr i bi ng i nst al l at i on of a pr oduct , syst em or mat er i al , i ncl udi ng speci al not i ces and ( MSDS) concer ni ng i mpedances, hazar ds and saf et y pr ecaut i ons.

SD- 09 Manuf act ur er ' s Fi el d Repor t s

Document at i on of t he t est i ng and ver i f i cat i on act i ons t aken by manuf act ur er ' s r epr esent at i ve at t he j ob s i t e, i n t he v i c i ni t y of t he j ob s i t e, or on a sampl e t aken f r om t he j ob s i t e, on a por t i on of t he wor k, dur i ng or af t er i nst al l at i on, t o conf i r m compl i ance wi t h manuf act ur er ' s st andar ds or i nst r uct i ons. The document at i on must be s i gned by an aut hor i zed of f i c i al of a t est i ng l abor at or y or agency and st at e t he t est r esul t s; and i ndi cat e whet her t he mat er i al , pr oduct , or syst em has passed or f ai l ed t he t est .

Fact or y t est r epor t s.

SD- 10 Oper at i on and Mai nt enance Dat a

Dat a t hat i s f ur ni shed by t he manuf act ur er , or t he syst em pr ovi der , t o t he equi pment oper at i ng and mai nt enance per sonnel , i ncl udi ng manuf act ur er ' s hel p and pr oduct l i ne document at i on necessar y t o mai nt ai n and i nst al l equi pment . Thi s dat a i s needed by oper at i ng and mai nt enance per sonnel f or t he saf e and ef f i c i ent oper at i on, mai nt enance and r epai r of t he i t em.

Thi s dat a i s i nt ended t o be i ncor por at ed i n an oper at i ons and mai nt enance manual or cont r ol syst em.

SD- 11 Cl oseout Submi t t al s

Document at i on t o r ecor d compl i ance wi t h t echni cal or admi ni st r at i ve r equi r ement s or t o est abl i sh an admi ni st r at i ve mechani sm.

Submi t t al s r equi r ed f or Gui di ng Pr i nci pl e Val i dat i on ( GPV) or Thi r d Par t y Cer t i f i cat i on ( TPC) .

Speci al r equi r ement s necessar y t o pr oper l y c l ose out a const r uct i on cont r act . For exampl e, Recor d Dr awi ngs and as- bui l t dr awi ngs.