2-FY16_HAYMAN_IGLOO_RTA_RFP_01FEB2016.pdf

REQUEST FOR PROPOSALS (RFP) DB

FY16 HAYMAN IGLOOS

Hill Air Force Base, Utah

PROJECT NO. KRSM133002

SPECIFICATION FILE NO. 2053

DESIGN FILE NO. 180-25-0939

US Army Corps of Engineers Sacramento District

DECEMBER 2015

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

FY16 Hayman Igloos 2053

1. STATEMENT OF WORK

1.1 Objective of this Contract: Design and construct nine (9) new properly sized and configured site-adapted earth covered reinforced concrete Hayman Igloo Modular Storage Magazines (MSMs) or “igloos.” Site-adapt shall reference the attached Department of Defense Explosives Safety Board (DDESB) approved drawing set “MSM Box-Type” standard 421-80-18. The objective of this contract is to design and construct the required facility as described in this document and to meet the operational requirements of the US Air Force. The Contractor shall provide all labor, equipment and material to perform the design and construct the complete, operational facility. The Contractor is responsible for visiting the site during a prescheduled site visit of all bidders prior to submitting his proposal.

2. BACKGROUND FOR THE PROJECT

2.1 Base Description: Hill Air Force Base (HAFB) is an Air Force Materiel Command base located in northern Utah. HAFB is the Air Force's third largest base by population and size, and is home to many operational and support missions, with the host organization being the 75th Air Base Wing.

2.2 Background: There are insufficient igloos at HAFB to support current and future missions. If this project is not constructed, costly production and fielding delays will occur. Additionally, specialized assets would not be immediately available to the warfighter if these facilities are not provided.

3. SUMMARY OF WORK LIMITS

3.1 Scope: Design and construct nine (9) new properly sized and configured site-adapted earth covered reinforced concrete Hayman Igloo Modular Storage Magazines (MSMs) or “igloos.” Site-adapt shall reference the attached Department of Defense Explosives Safety Board (DDESB) approved drawing set “MSM Box-Type” standard 421-80-18. Each igloo is to measure 25 feet x 80 feet and be capable of storing 500,000 pounds of Class 1.1 munitions. The new igloos will be constructed within the Munition and Missile Storage (MAMS) 1 area at Hill Air Force Base (HAFB), Utah in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and construct the required facility as described in this document and to meet the operational requirements of the US Air Force.

3.2 Proposed Siting: The igloos will be constructed along Madrona Lane within the MAMS 1 area at HAFB. The project area is an undeveloped field and the topography is relatively flat with little vegetation. Existing abandoned concrete pads are located within the proposed igloo footprints.

3.3 Building Construction: The Hayman Igloos shall be constructed in accordance with the Box-Type Standard 421-80-08 (see attachment) and as part of this contract design shall be submitted to, and approved by DDESB for construction.

The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The objective of this contract is to design and construct the required facility as described in this document. The project shall be compatible with the surrounding environment, and shall conform to the HAFB Architectural Compatibility Standards. All work, associated amenities, and site improvements required by the contract shall be constructed within the project site and all required permits shall be obtained by the construction Contractor.

4. OPTIONAL BID ITEMS:

4.1 Option #1: Provide additional 5,000 SF of concrete for turnaround as shown on attachment sheet C-141, Site Plan. If option is exercised, the proposed shallow detention pond within the option footprint will not be constructed.

FY16 HAYMAN IGLOOS

HILL AFB, UTAH

PROJECT TABLE OF CONTENTS

1.0 COVER SHEET

2.0 STATEMENT OF WORK

3.0 TABLE OF CONTENTS

4.0 DRAWINGS

G-001 Cover Sheet G-101 Schedule of Drawings G-101 Location Map C-131 Demolition Plan C-141 Site Plan E-101 Electrical Plan

5.0 TECHNICAL SPECIFICATIONS

Division 01 – GENERAL REQUIREMENTS 01 00 00 General Requirements 01 10 10 Specific Technical Engineering and Design Criteria 01 32 01 Project Schedule 01 33 00 Submittal Procedures 01 33 16 Design After Award 01 35 26 Government Safety Requirements 01 42 00 Sources for Reference Publications 01 45 00 Quality Control 01 45 00.10 Quality Control System (QCS) 01 50 00 Temporary Construction Facilities and Controls 01 57 20 Environmental Protection 01 57 23 Temporary Stormwater Pollution Control 01 78 00 Closeout Submittals

Division 02 – EXISTING CONDITIONS 02 41 00 Demolition 02 82 14 Asbestos Hazard Control Activities 02 83 13 Lead in Construction

6.0 APPENDICES

Appendix A Contractor Prepared As-Builts Appendix B MILCON Project Closeout (Red Zone Meeting) Appendix C Drawing Format Appendix D DDESB Igloo Memo Appendix E MSM Box-Type Standard 421-80-08 Hayman Igloo Drawing Set Appendix F 2591 Hayman Igloo Geotech Report (April 2013) Appendix G 2590 Hayman Igloo Boring Data (June 2010)

6.0 APPENDICES (CONTINUED)

Appendix H HAFB Facility Design Standards Appendix I HAFB Architectural Compatibility Standards Appendix J HAFB Communication and Information Directorate Appendix K HAFB Entry Access Regulations Appendix L Physical Security Standards Appendix M Intrusion Detection System (IDS)

Drawings

FY16 HAYMAN IGLOOS RFP

HILL AFB

UTAH

P2#: 447564

FY-16

CORRECTED FINAL RFP

US Army Corps of Engineers Sacramento District

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

D w g s c a l e

P l o t d a t

F i l e n a m s i g n f i l e n o

S u b m i t t a l

S t a t u s

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

C O

R P

S

O

F

E

N G

I N

E E

R S

D E

P A

R T

M E

N T

O

T

H E

A

R M

Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p e c

N o number:

reference

Sheet

R e v

S y m b o l D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

S A

C R

A M

E N

I S

T R

I C

T

I N

H

O U

S

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

C

D a t e

A p p r o v e d

B

P

E R

R I N

B

P

E R

R I N

L

N

E M

E T

Z s

P e t e r

V a l e n t i n e

P

E

C h i e f

C i v i l

E n g

D e s

S e c

A

F Y

Y

M A

N

I G

L O

O S

H I L

L

A

F B

U T

A H

G-002

S C

H E

D U

L

D

R A

W I N

G S

C O

R R

E C

T E

D

F

I N

P

T

E D

F Y

H A

Y M

A N

I G

L O

O G

X X

X d w g

K

S

M

SCHEDULE OF DRAWINGS

1 G-001 COVER SHEET

G-002 SCHEDULE OF DRAWINGS

G-101 LOCATION MAP

C-131 DEMOLITION PLAN

C-141 SITE PLAN

E-101 ELECTRICAL PLAN

w g s c a l l o t d a t i l e n a m s i g n f i l e n o

S u b m i t t a l

S t a t u s

S A

C R

A M

E N

T O

C

A L

I F

O R

N I A

C O

R P

S

O

F

E

N G

I N

E E

R S

D E

P A

R T

M E

T

M

Y

S u b m i t t e d b y

R e v i e w e d b y

D e s i g n e d b y

D w n b y

D a t e

S p e c

N o number:

reference

Sheet

R e v

S y m b o l D e s c r i p t i o n

Sacramento District

US Army Corps of Engineers

S A

C R

A M

E N

I S

T R

I C

T

I N

H

O U

S

I G

N

J

S

T R

E E

T

S A

C R

A M

E N

T O

D a t e

A p p r o v e d

B

P

E R

R I N

B

P

E R

R I N

L

N

E M

E T

Z s

P e t e r

V a l e n t i n e

P

E

C h i e f

C i v i l

E n g

D e s

S e c

A

F Y

Y

M A

N

I G

L O

O S

H I L

L

A

F B

U T

A H

G-101

L O

C A

T I O

N

M

A P

C O

R R

E C

T E

D

F

I N

P

T

E D

F Y

H A

Y M

A N

I G

L O

O G

X X

X d w g

STATE MAP

SCALE: NONE

PROJECT SITE MAP

SCALE: NONE

LOCATION MAP

SCALE: NONE

NOTES:

1. CONSTRUCTION CONTRACTORS MAY ACCESS THE BASE THROUGH THE ROY GATE.

2. UPON ARRIVAL AT A SECURITY GATE, ALL VEHICLE OCCUPANTS WILL BE REQUIRED TO SHOW IDENTIFICATION

BEFORE ENTERING THE BASE. A PICTURED IDENTIFICATION SUCH AS A DRIVER'S LICENSE WILL BE REQUIRED.

3. SPEED LIMIT: UNLESS OTHERWISE POSTED, THE SPEED LIMIT ON BASE IS 25 MPH AND IN THE MUNITIONS AND

MISSILE STORAGE (MAMS) AREA IS 15 MPH.

4. ALL TRUCKS MUST HAVE COMPANY NAME LOGOS ON THE DOOR SIDES.

5. NO PRIVATELY OWNED VEHICLES (POV) ALLOWED WITHIN THE CONSTRUCTION SITE.

6. THE CONTRACTOR SHALL VERIFY THE WORKING HOURS WITH THE BASE SECURITY FOR APPROVAL PERSONNEL

CANNOT SHOW UP AT THE GATE WITHOUT PRIOR NOTIFICATION FOR ACCESS AND EXPECT TO GAIN ACCESS.

VERBAL ACCESS CANNOT BE PROVIDED.

7. POINT OF CONTACTS:

7.1. EMERGENCY - 911

7.2. HOSPITAL - (801) 777-5285

7.3. FIRE STATION - (801) 777-5456

7.4. SECURITY POLICE - (801) 777-3056

S

M

ROY GATE (CONTRACTOR ACCESS)

PROJECT LOCATION:

CONSTRUCT HAYMAN

IGLOOS

PROPOSED

HAUL ROUTE

GUARD GATE

(ALABAMA ST.)

B

C

4 3 2 1

F Y

Y

M A

N

I G

L O

O S

S

M

H I L

L

A

F B

U T

A H

C-131

D E

M O

L I T

I O

N

P

L A

N

C O

R R

E C

T E

D

F

I N

P

F Y

H A

Y M

A N

I G

L O

O C

X X

X D

W G

T

E D

KEYNOTES:

PROJECT BOUNDARY

PROPOSED STAGING AREA

REMOVE AND DISPOSE CONCRETE

REMOVE AND DISPOSE IGLOO BLDG. 1475, NOTE 4

PROTECT IN PLACE TREES, TYP.

GENERAL NOTES:

1. AERIAL PHOTO IS DATED JANUARY 2014 AND MAY

NOT SHOW CURRENT CONDITIONS, IT IS FOR

INFORMATIONAL PURPOSES AND MAY NOT

ACCURATELY DEPICT ACTUAL GROUND CONDITIONS.

CONTRACTOR MUST VERIFY CONDITIONS WHERE

WORK WILL OCCUR.

2. ALL TREES WITHIN THE PROJECT BOUNDARY SHALL

BE PROTECTED IN PLACE DURING CONSTRUCTION

ACTIVITIES.

3. IGLOO BLDG. 1475 WILL BE DECOMMISSIONED BY

THE GOVERNMENT PRIOR TO CONTRACT AWARD

AND WILL BE ABANDONED IN PLACE. CONTRACTOR

WILL REMOVE AND DISPOSE THE IGLOO.

4. SHEET E-101, ELECTRICAL PLAN , INDICATES THAT

AN EXISTING DUCT BANK WITHIN THE PROJECT

FOOTPRINT SHALL BE RELOCATED.

LEGEND:

J

EXISTING JUNCTION BOX

EXISTING ELECTRICAL BOX

EXISTING TRANSFORMER

EXISTING BURIED COMMUNICATION LINE

EXISTING BURIED ELECTRICAL LINE

C x x

C

4 3 2 1

F Y

Y

M A

N

I G

L O

O S

S

M

H I L

L

A

F B

U T

A H

C-141

S I T

E

P

L A

N

C O

R R

E C

T E

D

F

I N

P

F Y

H A

Y M

A N

I G

L O

O C

X X

X D

W G

T

E D

KEYNOTES:

PROJECT BOUNDARY

PROPOSED STAGING AREA

PROPOSED IGLOO BUILDING FOOTPRINT, NOTE 4

PROPOSED EARTH BACKFILL FOOTPRINT, TYP.

PROPOSED CONCRETE ACCESS DRIVE, TYP.

OPTION #1: PROPOSED CONCRETE PAD, NOTE 6

GENERAL NOTES:

1. AERIAL PHOTO IS DATED JANUARY 2014 AND MAY

NOT SHOW CURRENT CONDITIONS, IT IS FOR

INFORMATIONAL PURPOSES AND MAY NOT

ACCURATELY DEPICT ACTUAL GROUND CONDITIONS.

CONTRACTOR MUST VERIFY CONDITIONS WHERE

WORK WILL OCCUR.

2. SEE SECTION 01 10 10 FOR CIVIL SITING

REQUIREMENTS.

3. DESIGN AND CONSTRUCT NINE (9) IGLOOS WITHIN

PROJECT BOUNDARY.

4. IGLOO SITE-ADAPT DESIGN PER THE MSM BOX-TYPE

STANDARD 421-80-08 WHICH REPLACES THE

PREVIOUS MUNITIONS STORAGE MAGAZINE (14 FEET

CEILING HEIGHT) AS DESIGNED FOR HILL AFB.

5. SHEET E-101, ELECTRICAL PLAN , INDICATES THAT

AN EXISTING DUCT BANK WITHIN THE PROJECT

FOOTPRINT SHALL BE RELOCATED.

6. OPTION #1: PLACEMENT OF ONE (1) CONCRETE PAD

FOR TURNOUT BETWEEN ONE (1) SET OF CONCRETE

ACCESS DRIVES AS INDICATED ON PLANS.

APPROXIMATE SIZE OF CONCRETE PAD IS 5,000 SF.

LEGEND:

J

EXISTING JUNCTION BOX

EXISTING ELECTRICAL BOX

EXISTING TRANSFORMER

EXISTING BURIED COMMUNICATION LINE

EXISTING BURIED ELECTRICAL LINE

C x x

C

4 3 2 1

F Y

Y

M A

N

I G

L O

O S

S

M

H I L

L

A

F B

U T

A H

E-101

E L E

C T

R I C

A L

P

L A

N

C O

R R

E C

T E

D

F

I N

P

F Y

H A

Y M

A N

I G

L O

O E

X X

X D

W G

T

E D

KEYNOTES:

BURIED DISTRIBUTION PEDESTALS

WITH CABLE 20, 451-475

BURIED DISTRIBUTION PEDESTALS

WITH CABLE 20, 476-500

REROUTE THIS SECTION OF DUCT

PROPOSED LOCATION OF NEW COMMUNICATION

MANHOLE

PROPOSED LOCATION OF NEW 6-POSITION

PAD-MOUNTED SWITCH, LOCATED NEXT TO

EXISTING MANHOLE. (WORK TO BE PERFORMED

BY CITY LIGHT & POWER)

PROPOSED LOCATIONS OF NEW SINGLE PHASE

TRANSFORMERS. (WORK TO BE PERFORMED BY

CITY LIGHT & POWER)

GENERAL NOTES:

1. AERIAL PHOTO IS DATED JANUARY 2014 AND MAY

NOT SHOW CURRENT CONDITIONS, IT IS FOR

INFORMATIONAL PURPOSES AND MAY NOT

ACCURATELY DEPICT ACTUAL GROUND CONDITIONS.

CONTRACTOR MUST VERIFY CONDITIONS WHERE

WORK WILL OCCUR.

2. EXISTING UTILITY INFORMATION IS GIS LINEWORK

PROVIDED BY HILL AFB FOR INFORMATION ONLY.

CONTRACTOR SHALL FIELD VERIFY SIZE AND

LOCATION OF ALL UTILITIES PRIOR TO

CONSTRUCTION.

3. SEE SECTION 01 10 10 FOR ELECTRIC UTILITY

REQUIREMENTS.

LEGEND:

J

EXISTING JUNCTION BOX

EXISTING ELECTRICAL MANHOLE

EXISTING TRANSFORMER

EXISTING BURIED COMMUNICATION LINE

EXISTING BURIED ELECTRICAL LINE

C x

E x

NEW BURIED COMMUNICATION LINE

C

N

EXISTING COMM. SPLICE POINT

NEW BURIED DISTRIBUTION PEDESTAL

C

EXISTING COMMUNICATION MANHOLE

NEW TRANSFORMERT

Technical Specifications

FY16 Hayman Igloo 2053

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 10 10 SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16 DESIGN AFTER AWARD

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 45 00 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 14 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13 LEAD IN CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 REFERENCES

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.3 SUBMITTALS

1.4 SCRAP MATERIAL

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

1.7.2 Construction Equipment

1.7.3 Circuit Protection

1.8 UTILITIES

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

1.9.2 The Prime Contractor's Superintendent

1.9.3 Activity Hazard Analysis

1.9.4 Violations

1.9.5 Elevated Work Areas

1.9.5.1 Protection

1.9.5.2 Guard Rails

1.9.6 Fire Prevention

1.9.6.1 Inspections

1.9.7 Recordkeeping/Reporting Requirements

1.9.8 Accident Reporting

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.11 EXCAVATION PERMITS

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 EQUIPMENT DATA FORM

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Cooperation with Others

1.14.2 Dust

1.14.3 Portable Facilities

1.14.4 Borrow Material

1.14.5 Storm Water Permitting:

1.14.6 Government Caused Delays

1.14.7 Occupancy

1.14.8 Property Damage

1.15 SECURITY PROCEDURE

1.15.1 Security

1.15.1.1 Contractor Base Credentials:

1.15.2 Explosive Safety

1.15.3 Protection

1.16 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

1.17 MONTHLY SAFETY INSPECTION

01 00 00 - 1

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

01 00 00 - 2

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

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

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

01 00 00 - 3

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heros Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.3 SUBMITTALS

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

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

SD-02 Shop Drawings

Provisions of Positive Protection System; G

SD-11 Closeout Submittals

Worker's Compensation Claims

Submit written summary of worker's compensation claims filed by workers on the project at the 50 percent and 100 percent points of project completion.

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and must cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures

01 00 00 - 4 and equipment furnished and installed by the Contractor.

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.7.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring must be secured above the ground or floor in a workmanlike manner and must not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.7.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and must be properly grounded.

Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.8 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the contract price must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1, (see Contract

01 00 00 - 5

Clauses, Section 00 73 00, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.9.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.9.3 Activity Hazard Analysis

Based on the construction schedule, submit a activity hazard analysis of each major phase of work prior to entering that phase of activity. The analysis must include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and must identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent must take active participation in the Activity Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting must be held with Prime Contractor, Government, and affected subcontractor to review the Activity Hazard Analysis. In addition, job site meetings must be held to indoctrinate foreman and workers on details of this analysis.

1.9.4 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action must be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.9.5 Elevated Work Areas

Workers in elevated work areas in excess of 6 feet above an adjoining surface require special safety attention. In addition to the provisions of EM 385-1-1, the following safety measures are required to be submitted to the Contracting Officer's Representative. Prior to commencement of work in elevated work areas, submit drawings depicting all provisions of positive protection system including, but not limited to, all details of guard rails.

1.9.5.1 Protection

Positive protection for workmen engaged in the installation of structural steel and steel joists must be provided by safety nets, tie-off's, hydraulic man lifts, scaffolds, or other required means. Decking crews must be tied-off or work over nets or platforms not over 6 feet below the work area. Walking on beams and/or girders and the climbing of columns is prohibited without positive protection.

1.9.5.2 Guard Rails

Perimeter guard rails must be installed at floor, roof, or wall openings more than 6 feet above an adjoining surface and on roof perimeters. Rails

01 00 00 - 6 must be designed to protect all phases of elevated work including, but not limited to, roofing operations and installation of gutters and flashing.

Rails around roofs may not be removed until all work on the roof is complete and all traffic on or across the roof ceases. Rails must be designed by a licensed engineer to provide adequate stability under any anticipated impact loading. As a minimum, the rails must consist of a top rail at a height of 42 inches, a mid rail and a toe board. Use of tie-offs, hydraulic man lifts, scaffolds, or other means of roof edge protection methods may be utilized on small structures such as family housing, prefabricated metal buildings, etc.

1.9.6 Fire Prevention

Twenty-four hours notice must be given to the Contracting Officer for coordination with the Facility Fire Department prior to conducting any fire hazardous operation. Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles must be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles must be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor must be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Do not allow any welding/cutting or open flame operations in facilities that are protected by a wet pipe fire sprinkler or an automatic detection system, if the system is out of service. First priority of work will be to return the suppression/detection system to operational condition. Return the fire detection and/or suppression system back to an operational status (if possible) during periods that the facility is unoccupied, and at the end of the work day. Post a fire guard for a 24 hour period (or certify to the Fire Department that the facility is safe) after welding, cutting, and open flame operations in a facility when: (a) fire detection and suppression system can not be returned to service; (b) fire detection or suppression systems do not exist. Other fire prevention precautions must be in accordance with the latest National Fire Codes.

1.9.6.1 Inspections

All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.

1.9.7 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1, 01.D.04.

1.9.8 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 50 percent point and 100 percent of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors.

The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The

01 00 00 - 7 same certification will be required for subcontractor reports.

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 21 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations.

1.11 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required by the BCE is 21 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

The Contractor shall protect from damage all existing improvements and utilities at or near the work site, and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor.

The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to obtain necessary permits and utility marking or failure to exercise reasonable care in performing the work. This includes irrigation lines and sprinkler components. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

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

Hand digging may be required to locate utilities shown on the contract drawings, Excavation Permit, or 3 feet on either side of locations identified by Base Maintenance Shops. For facilities that store munitions hand digging is required within 10 feet of the bldg to locate the existing grounding cable.

All excavation work within 15ft of a Questar high pressure natural gas distribution line will require Questar Gas technicians to be on-site during the excavation. Contractor shall coordinate this through Blue Stakes.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

1. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe

01 00 00 - 8 than the adverse weather anticipated for the project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

UTAH

HILL AFB-FT

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

22) (17) (13) (08) (05) (03) (01) (02) (03) (05) (12) (22)

c. Upon execution of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15.

1.13 EQUIPMENT DATA FORM

In conjunction with paragraph, UAI 31.105-101 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00 73 00, submit CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and must submit these forms with the modification proposals. A sample form is attached at the end of this section.

1.14 SPECIAL CONSTRUCTION PROCEDURES

1.14.1 Cooperation with Others

During the life of this contract, other Contractors will be performing operations in the general area where work under this contract is being performed. The Contractor shall cooperate with others in all respects wherever necessary for the better prosecution of the work. As far as practicable, all persons working in the vicinity shall have equal rights to the use of all transportation facilities and grounds within the limitations specified in the CONTRACT CLAUSES, Section 00 70 00. The obligation of the Contractor under this contract shall include jointly planning and scheduling the work, on a cooperative basis, with other Contractors in order to minimize delays and interferences. The Contractor shall so arrange his operations as to not interfere with other work in progress. In case of dispute or disagreement regarding use of transportation and storage facilities and rights of access, the decision of the Contracting Officer shall govern.

01 00 00 - 9

1.14.2 Dust

Dust shall be controlled as the work proceeds, and not allowed to become a hazard or a nuisance.

1.14.3 Portable Facilities

Toilet facilities are not available on site for contractors use. The contractor shall provide portable toilets for his personnel.

1.14.4 Borrow Material

Borrow material is not available on base. Locally obtained borrow materials shall conform to project specifications and any available.

1.14.5 Storm Water Permitting:

a. Contractors shall obtain a Utah Pollutant Discharge Elimination System (UPDES) storm water permit if the project disturbs of 5 or more acres of soil surface area. To obtain the permit the contractor must submit a Notice of Intent (NOI), Pollution Prevention Plan and the required fee to the State of Utah, Department of Environmental, Quality Division of Water Quality. Contractor shall submit and receive approval of the UPDES permit before starting construction.

b. Contractors with projects disturbing one to five acres of soil surface area will submit a sediment and erosion control plan to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The contractor shall receive approval of the plan and implement approved best management practices before starting construction.

c. Contractors with projects more than one acre of soil surface area will submit a plan for permanent stabilization of disturbed area to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The contractor shall receive approval of the plan and implement approved best management practices before contract closeout. Examples of best management practices are available at the following web sites:

http://cfpub.epa.gov/npdes/stormwater/menuofbmps/con_site.cfm http://cfpub.epa.gov/npdes/stormwater/menuofbmps/post.cfm

1.14.6 Government Caused Delays

Contractor shall allow in their planned work schedule for potential Government caused delays as follows; Allow for 5 calendar days where the contractor's construction activity is prohibited by Air Force Exercises or similar military events. Allow for 21 calendar days where excavation, utility outages, road closures, or other subsurface requested activities may be prevented. (Other construction activities will be permitted to continue.) Government will provide 24 hour notification each time the government caused delays mentioned above are invoked. No additional time will be granted for delays falling within those limits.

Normal duty hours for work shall be 0730 to 1600 hours exclusive of

01 00 00 - 10

Saturdays, Sundays, and holidays unless other times are approved by the Contracting Officer, or otherwise stated in the contract. Coordinate the work schedule with the Contracting Officer.

1.14.7 Occupancy

Building will not be occupied during the construction performance of work under this Contract unless expressly stated otherwise in writing from the Contracting Officer.

1.14.8 Property Damage

In addition to FAR 52.236-9 the Contractor shall conduct all operations in such a manner as to prevent injury or damage to government property and any portions of the existing work which are to remain. This requirement is not limited to just the project site but includes landscaping, curbs, pavements, and utilities adjacent to the site as well as along routes to and from the site. Where any ambiguity exists the contractor shall request clarification from the Contracting Officer before beginning work.

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

In the event the contractor fails or refuses to make satisfactory repairs or replacements to property damaged by the contractor under this contract the government will have the repairs made and charge the cost to the contractor.

1.15 SECURITY PROCEDURE

1.15.1 Security

Obtain entrance passes for construction vehicles, coordinate with Contracting Officer and Base Pass & Control Office.

A list must be generated by the Prime contractor of all employees that will be working at the site. Submit the list to Security Forces at least 14 days before construction begins for background checks. Individuals on the list, who have been cleared by Security Forces, may be granted entry through the gate if escorted by a fully authorized sponsor. No personnel may be permitted to work on the site unless they are actually constructing the site (i.e. no administrative secretaries will be allowed). Employees without badges found unescorted outside of the construction site boundaries, but within the security gated area will be subjected for removal from the project site.

1.15.1.1 Contractor Base Credentials:

(1) To obtain base identification passes for contractor personnel the Prime Contractor shall submit a written request on company letterhead stationary, if available, to the Contracting Officer specifying the following:

a. Contract number.

b. Location of the work.

01 00 00 - 11

c. Date entry to the base required and contemplated termination date of entry.

d. Names of contractor and subcontractor employee requiring access to the base.

e. The name of the individual who will submit the Request of Identification Credentials for each employee for who identification credentials are needed.

(2) The Contracting Officer will:

a. Endorse the request.

b. Attach a copy of the contract cover page and any other pages that provide performance information, such as the need for and duration of access to the work site.

c. Forward this request to the Security Forces, Pass and Registration Office of the installation where the work is to be performed.

d. Provide blank Application For AFMC Identification Card, AFMC Form 496 and Unescorted Entry Authorization Certificate, AF Form 2586 to the Prime Contractor.

(3) The Prime Contractor shall be required to complete and submit AFMC Form 496, for each of the firm's employees and for each subcontractor employee who must have access to the installation. For contracts, 90 days or less contractor employees will be issued an AF Form 75 unless the work is in a controlled or restricted area. For contracts in a controlled or restricted area or greater than 90 days an AFMC Form 387 will be issued.

(4) The Prime Contractor is required to complete and submit AF Form 2586 for each of the firm's employees and for each subcontractor employee who must have access to a controlled or restricted area at the installation. The Prime Contractor shall ensure that all contractor personnel including subcontractors attend the Explosive Safety Briefing if applicable. An Explosive Safety Awareness Statement signed by those requesting badges is required prior to processing AF Form 2586. The Weapon Safety Monitor will provide the Contracting Officer copies of the awareness statements. The Security Forces, Pass and Registration Office, upon issuance of the appropriate badge for AF Form 2586, will provide the original completed AF Form 2586 to the individual receiving the badge. The original form shall be given to the Contracting Officer for accountability. The Prime Contractor shall also request AF Form 75, Visitor/Vehicle Pass or DD Form 2220, DoD Registered Vehicle, for vehicle decals when the AFMC Form 496 is submitted. To obtain the vehicle decal from the Security Forces, Pass and Registration Office, the Contractor shall produce:

a. A valid driver's license.

b. Proof of financial responsibility of insurance, which meets the minimum requirements of the contract clause, entitled "Required Insurance."

c. Current vehicle registration.

01 00 00 - 12

d. Proof of Davis County emissions certification if the vehicle is not registered in a county within the State of Utah, which requires emissions testing.

(5) Follow the guidance in AFI 31-101, The Installation Security Program, when work under this contract requires entry to controlled areas. The Contractor will complete an AF Form 2586 for one prime contractor employee. That employee will act as escort for all other prime and subcontractor employees. Contractor employees with controlled area badges are required to escort contractor employees without badges, at all times, in and out of controlled areas. If it becomes necessary to establish a free zone for the Contractor, it must be approved in writing by the installation commander. The free zone must have clearly defined boundaries. It is recommended the free zone begin at some point in the boundary of the controlled area, which enables entry by the Contractor and other authorized personnel. The free zone must be closed during non-duty hours. The boundaries of the free zone must be under surveillance by the OPR for the area or designated responsible activity. The contractor shall not permanently alter any surface in the controlled area when establishing a free zone such as drilling holes in pavements for temporary fencing or drilling holes in walls and floors for other barriers.

(6) When contract performance requires unescorted entry (no access to classified information) to a "Restricted Area" on a military installation, contractor personnel requiring unescorted entry must meet the investigative requirements of AFI 31-501, USAF Personnel Security Program. Contractor employees not meeting these requirements will be provided escort as determined by the Contracting Officer in coordination with the Chief, Security Forces Division of the military installation involved.

(7) Any non-US citizen not in possession of a "Green Card" will not be allowed access on base without the Contracting Officer first clearing the employee through the Foreign Disclosure Office OO-ALC/LGMS, Bldg 1209, 777-6857 or 777-6858.

(8) Contractor employees, at all times while on a military installation, shall wear visible contractor-provided identification either as a part of, or attached to, their outer clothing. The identification shall clearly identify the individual as being a contractor employee.

(9) During performance of the contract, the Contractor shall be responsible for obtaining required identification for newly assigned personnel, and for prompt return of credentials and vehicle registration decals to the Security Forces, Pass and Registration Office, for any employee who no longer requires access to the work site.

(10) At the termination or completion of the contract, or upon the expiration of credentials (if any such expirations are specified), the Contractor must be sure that all base identification credentials and vehicle registration decals for all contractor and subcontractor employees are returned to the Contracting Officer.

(11) Prior to submitting an invoice for final payment, the Prime Contractor shall obtain a clearance certification from the contracting officer which states that all base identification credentials and vehicle decals have been returned or "accounted for." This certification shall

01 00 00 - 13 be attached to the final invoice at the time of submittal for payment.

Failure to comply with these requirements will result in withholding final payment.

(12) If it becomes necessary for the Contractor to enter any unmanned base entry gate, they must first contact 75 SFS/SFO at 777-5531. If the Contractor assumes custody or control of a particular gate they will insure:

a. Only cleared contractor personnel for that respective project gain access to the base through that gate.

b. Lock and Key Control will be established in such a manner as to clearly define an audit trail of who have keys to the gates and the times the gates are opened and closed, 24 hours a day.

1.15.2 Explosive Safety

(1) Contractor will be required to attend an initial explosive safety briefing. The class is conducted every Monday @ 2:30 P.M. in Bldg 383, Room 227. No sign up is needed.

(2) Smoking by any personnel is not permitted within the explosive area or free zone.

(3) Any open flame or welding requires a permit from wing safety and fire dept.

(4) All personnel must follow posted speed limits, and are not to stray outside of the established free zone.

(5) No cameras or picture taking is permitted.

(6) Contractor and his personnel, must maintain a clean/combustion free worksite.

1.15.3 Protection

Protection to Contractor personnel or their equipment cannot be provided by the Government at the worksites nor at the travel routes to/from the worksites.

1.16 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS for all safety requirements.

1.17 MONTHLY SAFETY INSPECTION

A monthly on-site inspection will be made by the insurance carriers of the prime and subcontractors. The Contractor's safety program will be reviewed and a meeting will be held with the Contracting Officer's Representative to discuss the job-site safety. A written report will be made by the Contractor stating the results of the inspection and the action taken.

01 00 00 - 14

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disk at the preconstruction conference that contains the following:

a. One set of "as-designed" electronic CADD drawing files in the specified software and format, revised to reflect all amendments, of the Government's conceptual site and facility design.

b. A submittal register data file in comma separated value (CSV) format for import into the Resident Management System (RMS).

c. Informational copies of the contract specifications and drawings, the original solicitation drawings and specifications, plus all amendments in Portable Data Format (PDF).

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

After AWARD the Government will provide, without charge one copy of the CAD drawings of the Government's conceptual site and facility design.

Provide hard copy sets in the quantities identified in Section 01 33 16 DESIGN AFTER AWARD. Provide these documents within 5 work days after the Government releases the Contractor's design for construction. The hard copy drawings must be ANSI D (22" x 34"), and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

Provide the Resident Engineer a copy ("hard" and "PDF") of the signed Bond and Notice to Proceed within 5 working days after receipt from the Contracting Officer.

-- End of Section --

01 00 00 - 15

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

01 10 10 - 1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

TABLE OF CONTENTS

1. SCOPE

2. SUMMARY DESCRIPTIONS

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

4. DESIGN SUBMITTAL REQUIREMENTS

5. SUSTAINABLE DESIGN

6. CIVIL DESIGN

7. LANDSCAPE ARCHITECTURE

8. GEOTECHNICAL DESIGN

9. STRUCTURAL DESIGN

10. ARCHITECTURAL DESIGN

11. LIFE SAFETY

12. MECHANICAL DESIGN

13. FIRE PROTECTION

14. ELECTRICAL DESIGN

15. FIRE ALARM AND MASS NOTIFICATION SYSTEMS

16. BUILDING SECURITY SYSTEM

17. TELECOMMUNICATIONS DESIGN

01 10 10 - 2

1. SCOPE

1.1 Design and construct nine (9) new properly sized and configured site-adapted earth covered reinforced concrete Hayman Igloo Modular Storage Magazines (MSMs) or “igloos.” Site-adapt shall reference Appendix E for Department of Defense Explosives Safety Board (DDESB) approved drawing set “MSM Box- Type” standard 421-80-18. Each igloo is to measure 25 feet x 80 feet and be capable of storing 500,000 pounds of Class 1.1 munitions. The new igloos will be constructed within the Munition and Missile Storage (MAMS) 1 area at Hill Air Force Base (HAFB), Utah in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and construct the required facility as described in this document and to meet the operational requirements of the US Air Force. The Contractor shall provide all labor, equipment and material to perform the design and construct the complete, operational facility. The Contractor is responsible for visiting the site during a prescheduled site visit of all bidders to field verify all dimensions and layouts prior to submitting his proposal. As stated above, the igloos will be located within the MAMS 1 area at HAFB. The vicinity and base map for the project is shown on sheet G-101, Site Location Map.

1.2 The Contractor is responsible and liable for the complete design and shall not assume that the provided criteria or…