VOL-2_SPECS-DWGS_W91238-10-R-0008.pdf

Design-Build Request For Proposal

Construct Clean Potable Water System

PN 149511 , FY2010

Dugway PG, UT

W91238-10-R-0008

VOLUME 2 of 2 - TECHNICAL SPECIFICATIONS (DIVISION 01 Thru APPENDICES

W91238-10-R-0008

TABLE OF CONTENTS

REQUEST FOR PROPOSAL

Construct Clean Potable Water System

VOLUME 2 of 2

DIVISION 01 - General Requirements Sections

01 00 00 General Requirements 01 10 00 Statement of Work 01 32 01.00 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 02.00 Quality Control System (QCS) 01 45 04.00 Contractor Quality Control 01 50 02 Temporary Construction Facilities 01 57 20.00 Environmental Protection 01 62 35 Recycled/Recovered Materials 01 78 02.00 Closeout Submittals 01 78 23 Operation Manual and Maintenance Manuals

APPENDICES

Appendix A. DPG WTP Photographs

Appendix B DPG Water Chemistry Data and Well Data

Appendix C DPG WTP Drawings

Appendix D Program Basis for DPG WTP

Appendix E DPG Contact Information

Appendix F Geotechnical Report

Appendix G DPG Chemical Warfare Material (CWM) Risk Assessment

Appendix H Electric Meter Package Basic Cut Outs

Appendix I Preparing As-Built Drawings

Appendix J MILCON Project Closeout

TECHNICAL SPECIFICATIONS

Construct Clean Potable Water System 1687

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 41

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SCRAP MATERIAL

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

1.5.2 Construction Equipment

1.5.3 Circuit Protection

1.6 UTILITIES

1.7 GENERAL SAFETY REQUIREMENTS

1.7.1 General

1.7.2 The Prime Contractor's Superintendent

1.7.3 Job Hazard Analysis

1.7.4 Violations

1.7.5 Elevated Work Areas

1.7.5.1 Protection

1.7.5.2 Guard Rails

1.7.6 Fire Prevention

1.7.6.1 Permits

1.7.6.2 Certification

1.7.6.3 Regulations

1.7.6.4 Inspections

1.7.7 Recordkeeping/Reporting Requirements

1.7.8 Accident Reporting

1.8 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.9 EXCAVATION PERMITS

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.11 EQUIPMENT DATA FORM

1.12 SPECIAL CONSTRUCTION/SECURITY PROCEDURES

1.13 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

1.14 AGGREGATE SOURCES

1.15 AFTER AWARD DOCUMENTS (Contractor Prepared)

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

01 00 00.00 41 - 1

SECTION 01 00 00.00 41

GENERAL REQUIREMENTS

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008) Safety and Health Requirements Manual

1.2 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.

1.3 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, the Contractor shall obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. The Contractor shall 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.

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

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

1.5 TEMPORARY ELECTRIC WIRING

1.5.1 Temporary Power and Lighting

The Contractor shall provide construction power facilities in accordance with the safety requirements of the National Electrical Code NFPA No. 70 and the SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1. The Contractor, or his delegated subcontractor, shall enforce all the safety requirements of electrical extensions for the work of all subcontractors. All work

01 00 00.00 41 - 2 shall be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.5.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment shall be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring shall be secured above the ground or floor in a workmanlike manner and shall 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.

1.5.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and the National Electrical Code, all 15 and 20-ampere receptacle outlets used for obtaining power during construction shall have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws shall 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 National Electrical Code, 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 shall have GFCI'S, and shall be properly grounded. A testing means shall be provided which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.6 UTILITIES

If the Contractor encounters, within the construction limits of the entire project, utilities not shown on the plans and not visible as to the date of this contract and such utilities will interfere with construction operations, he shall immediately notify the Contracting Officer in writing 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, the Contractor shall be entitled to equitable adjustment for any additional pertinent work or delay.

1.7 GENERAL SAFETY REQUIREMENTS

1.7.1 General

For information regarding General Safety Requirements refer to Section 01525 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS.The Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, (see Contract Clauses, Section 00700, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction (Title 29, Code of Federal Regulations Part 1926 as revised from time to time); General Industry Standards (Title 29, Code of Federal Regulations Part 1910 as revised from time to time); 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. For information regarding changes to EM 385-1-1 visit following website:

http://www.hq.usace.army.mil/soh/changes.htm.

01 00 00.00 41 - 3

1.7.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent shall 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.

1.7.3 Job Hazard Analysis

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

1.7.4 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action shall 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.

1.7.5 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, the Contractor shall submit drawings depicting all provisions of his positive protection system including, but not limited to, all details of guard rails.

1.7.5.1 Protection

Positive protection for workmen engaged in the installation of structural steel and steel joists shall 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.

1.7.5.2 Guard Rails

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

01 00 00.00 41 - 4 complete and all traffic on or across the roof ceases. Rails shall be designed by a licensed engineer to provide adequate stability under any anticipated impact loading. As a minimum, the rails shall 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.

1.7.6 Fire Prevention

Twenty-four hours notice shall 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 shall be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles shall 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 shall 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. The Contractor shall 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. The Contractor shall 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 shall be in accordance with the latest National Fire Codes.

1.7.6.1 Permits

1.7.6.2 Certification

1.7.6.3 Regulations

Contractor shall observe all safety and fire regulations as presently enforced at Dugway Proving Ground. The construction shall be in accordance with the Corps of Engineers' Manual, General Safety Requirements EM 385-1-1, and Occupational Safety and Health Act (OSHA) Public Law 91-596.

Comply with OSHA and Air Force Occupational Safety and Health (AFOSH) safety standards.

1.7.6.4 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.

1.7.7 Recordkeeping/Reporting Requirements

On all contract operations, the Prime Contractor shall be responsible for recording and reporting all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and his/her sub-contractor(s)). As a minimum these records shall include

01 00 00.00 41 - 5 exposure work-hours and a log of occupational injuries and illnesses.

(OSHA Form 200 or state equivalent as prescribed by 29 CFR 1904.5) Reference EM 385-1-1, 01.D.04.

1.7.8 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, the Prime Contractor will submit at the 50% point and 100% 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 same certification will be required for subcontractor reports.

1.8 PLANNED UTILITY OUTAGES AND STREET CLOSURES

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

(A) Street Closure:

The Contractor shall obtain approval in writing from the Contracting Officer before he can close any street or parking lot access. The request for closure shall be submitted in writing to the Contracting Officer 7 working days prior to planned closing and shall include the section to be closed and length of time of closure.

Power outages shall be restricted to off-duty hours and weekends.

Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible.

All outages and street closures shall be scheduled as far in advance as possible with the Contracting Officer and in no case less than 21 days before the outage or closure. The Contractor shall obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage. The Contractor shall strictly observe such schedules and will be held responsible for any violations.

(A) Street Closure:

The Contractor shall obtain approval in writing from the Contracting Officer before he can close any street or parking lot access. The request for closure shall be submitted in writing to the Contracting Officer 7 working days prior to planned closing and shall include the section to be closed and length of time of closure.

Utility outages and street closures shall be restricted to off-duty

01 00 00.00 41 - 6 hours and weekends, with the outage duration and street closure as short as possible. All outages and street closures shall be scheduled as far in advance as possible with the Contracting Officer and in no case less than 21 days before the outage or closure. The Contractor shall obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage. The Contractor shall strictly observe such schedules and will be held responsible for any violations.

All utility outages and street closures shall be of as short a duration as possible and shall be scheduled as far in advance as possible with the Contracting Officer, in no case less than 21 days before the outage or closure. The Contractor shall obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. The Contractor shall strictly observe such schedules and will be held responsible for any violations. Before any outage or closure is scheduled, the Contractor will: 1) Have all approved materials necessary for the outage on hand, 2) Have completed, tested and been inspected by the Construction Quality Control Representative all preliminary work, 3) Prepare an accepted hazard analysis in accordance with section "ACCIDENT PREVENTION", 4) Have all permits and personnel qualifications on hand, 5) Have held a joint inspection with a representative of the Contracting Officer and the Construction Quality Control Representative.

1.9 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 14 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(A) This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE, Section 00700, entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)".

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 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.

01 00 00.00 41 - 7

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

HILL AFB-FT DOUGLAS/OGDEN

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 acknowledgement 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.

1.11 EQUIPMENT DATA FORM

In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00800, the Contractor shall furnish SPK Form 450 for all necessary equipment to perform work requiring adjustment of contract price and shall submit these forms with the modification proposals. A sample form is at the end of this section.

1.12 SPECIAL CONSTRUCTION/SECURITY PROCEDURES

(A) Security

(1) The Contractor shall obtain entrance passes for construction vehicles, coordinate with Contracting Officer and Base Pass & Control Office.

(B) 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 00700. 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.

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

(D) Toilet facilities are not available on site for contractors use. The

01 00 00.00 41 - 8 contractor shall provide portable toilets for his personnel.

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

(F) Storm Water Permitting:

1. 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.

2. 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.

3. 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

(G) The Contractor shall participate in the Red Zone Meeting as outlined in the Attachment.

(H) 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.

(I) A list shall be generated by the Prime contractor of all contractors and laborers that will be working at the site. This list shall be submitted to Security Forces at least 14 days before construction begins for background checks. Those 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 subject removal from the project site.

1.13 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

(A) Full-time, on-site, safety coverage by contractors shall be required for the life of the contract.

(B) The following conditions shall be met:

01 00 00.00 41 - 9

(1) The Contractor shall employ, to cover all hours of work at the project site(s), at least one safety and health person to manage the Contractor's safety program; duties which are not germane to the safety program shall not be assigned to this person(s). The principal safety and health person shall report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) shall have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) shall not abrogate the safety and health responsibilities of other personnel.

(2) Qualifications for Safety and Health Person(s).

(a) Safety and Health Person(s) shall have a degree in engineering or safety in at least a four year program from an accredited school and shall have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and shall have at least one (1) year experience in construction, or--

(b) Safety and Health Person(s) shall have legal registration as a Professional Engineer or a Certified Safety Professional and shall have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and shall have at least one (1) year experience in construction, or--

(c) Safety and Health Person(s) shall have a degree other than that specified in paragraph, Qualifications for Safety and Health Person(s) above, and shall have been engaged in safety and occupational health for at least three (3) years of experience (no time being credited to these three

(3) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and shall have at least two (2) years experience in construction, or--

(d) In lieu of a degree, Safety and Health person(s) shall have been engaged in safety and occupational health for at least five (5) years of experience (no time being credited to these five (5) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and shall have at least two (2) years experience in construction.

(e) First aid work is not a creditable experience.

(3) The name and qualifications of the nominated safety and health person(s) shall be furnished to the Contracting Officer for acceptability and a functional description of duties shall be provided prior to the pre-work conference.

NOTE: The Contractor shall have one or more Safety and Health Persons, each of whom meets the qualifications of (B)(2) Qualifications for Safety and Health Person(s), physically present on the actual site of the work whenever work of any sort is being performed by a Contractor, subcontractor, or supplier personnel on the work site. The foregoing clause language shall not be interpreted to contravene this note.

01 00 00.00 41 - 10

1.14 AGGREGATE SOURCES

(A) Concrete aggregate sources may be may be available and the Contractor needs to coordinate with the DPG POC for availability.

1.15 AFTER AWARD DOCUMENTS (Contractor Prepared)

a. After AWARD the Government will provide to the Contractor, without charge, one copy of the AWARD CD with drawings & specifications, which shall include CONFORMED CALS drawing files, CONFORMED PDF specification files, downloadable submittal register program, and original solicitation drawings and specifications plus all Amendments.

b. The Contractor shall reproduce five (5) hard copy sets from AWARD CD, conformed drawings and specifications that shall be sent directly to the Resident Engineer's Office. The hard copy drawings shall be ANSI D (22" x 34"), and the specifications shall be standard 8-1/2" x 11", 3-hole punched.

The Contractor shall provide these documents within 5 work days of the receipt of the AWARD CD from the Government.

c. See the following clause in Section 00700 for additional information: DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS.

d. In addition, the Contractor shall reproduce fifteen (15) hard copy sets from AWARD CD, conformed drawings and specifications that shall be distributed in the same manner as shown per the Section 01012 "1st Round Design Submittal for Each Project Feature" distribution matrix for "30% DRAWINGS (ANSI "B")" row, i.e., 1 copy for "MAJ", 1 copy for "DIST", 4 copies for "AE", etc. --- do not include "RES". The hard copy drawings shall be ANSI B (17" x 11"), and the specifications shall be standard 8-1/2" x 11", 3-hole punched with left-side binding using 2 staples, covers shall be heavy weight and salmon color. The Contractor shall reproduce the AWARD CD and include one copy in each distribution package. The Contractor shall provide these documents within 10 work days of the receipt of the AWARD CD from the Government.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

01 00 00.00 41 - 11

DPG CLEAN POTABLE WATER SYSTEMS 1687

01010-1 W91238-10-R-0008

SECTION 01010

STATEMENT OF WORK

1.0 PROJECT OBJECTIVES

2.0 SCOPE

2.1 SCOPE

2.2 SITE

2.3 GOVERNMENT-FURNISHED GOVERNMENT INSTALL EQUIPMENT (GFGI)

2.4 FURNITURE REQUIREMENTS

2.5 ACCIDENT PREVENTION PLAN

2.6 DPG WATER TREATMENT BACKGROUND

2.7 DPG WASTEWATER TREATMENT PONDS

2.8 OPTIONAL ITEMS

3.0 FUNCTIONAL AND AREA REQUIREMENTS

3.1 GENERAL REQUIREMENTS

3.2 FUNCTIONAL AND OPERATIONAL REQUIREMENTS

3.3 TECHNICAL REQUIREMENTS

3.4 REFERENCES

4.0 APPLICABLE CRITERIA

4.1 APPLICABLE INDUSTRY CRITERIA

4.2 APPLICABLE MILITARY CRITERIA

4.3 PRECEDENCE

5.0 GENERAL TECHNICAL REQUIREMENTS

5.1 SITE PLANNING AND DESIGN

5.2 SITE ENGINEERING

5.3 ARCHITECTURE AND INTERIOR DESIGN

5.4 STRUCTURAL DESIGN

5.5 THERMAL PERFORMANCE

5.6 PLUMBING

01010-2 W91238-10-R-0008

5.7 ELECTRICAL SYSTEMS

5.8 HEATING, VENTILATING AND AIR CONDITIONING

5.9 ENERGY CONSERVATION

5.10 FIRE PROTECTION

5.11 SUSTAINABLE DESIGN

5.12 CONSTRUCTION AND DEMOLITION (C&D) WASTE MANAGEMENT

5.13 SECURITY (ANTI-TERRORISM STANDARDS)

6.0 PROJECT SPECIFIC REQUIREMENTS

6.1 GENERAL

6.2 APPROVED DEVIATIONS

6.3 FUNCTIONAL PREFERENCES

6.4 CIVIL DESIGN

6.5 SITE ENGINEERING

6.6 ARCHITECTURE

6.7 STRUCTURAL DESIGN

6.8 THERMAL PERFORMANCE

6.9 PLUMBING

6.10 SITE ELECTRICAL SYSTEMS

6.11 FACILITY ELECTRICAL SYSTEMS

6.12 HEATING, VENTILATING AND AIR CONDITIONING

6.13 ENERGY CONSERVATION

6.14 FIRE PROTECTION

6.15 SUSTAINABLE DESIGN

6.16 ENVIRONMENTAL

6.17 PERMITS

6.18 DEMOLITION

6.19 ADDITIONAL FACILITIES

6.20 MAINTENANCE AND OTHER GENERAL REQUIREMENTS

01010-3 W91238-10-R-0008

APPENDICES

A. DPG WTP Photographs

B. DPG Water Chemistry Data and Well Data

C. DPG WTP Drawings

D. Program Basis for DPG WTP

E. DPG Contact Information

F. Geotechnical Report (for information only)

G. DPG Chemical Warfare Material (CWM) Risk Assessment Information

H. Electric Meter Package Basic Cut Sheets

01010-4 W91238-10-R-0008

1.0 PROJECT OBJECTIVES

The project objective is to design and construct functional drinking water treatment facilities for the Army at Dugway Proving Ground (DPG) that are consistent with the design and construction practices used for civilian sector projects that perform similar functions to the military projects.

It is the Army's objective that these buildings/facilities will have a 25-year useful life before a possible re-use/re-purpose or renovation requirement, to include normal sustainment, restoration, modernization activities. Therefore, the design and construction should provide an appropriate level of quality to ensure the continued use of the facility over that time period with the application of reasonable preventive maintenance and repairs that would be industry-acceptable to a major civilian sector project owner. The site infrastructure will have at least a 50-year life expectancy with industry-accepted maintenance and repair cycles.

The government is required by Public Law 102-486, Executive Order 12902, and Federal Regulations 10 CFR 435 to design and construct facilities in an energy-conserving manner while considering life cycle cost over the life of the facilities.

The project site should be developed for efficiency and to convey a sense of unity or connectivity with the adjacent buildings and with the Installation as a whole.

Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged. Further, the Offeror is encouraged to seek solutions that will expedite construction (panelization, pre-engineered, etc.) and shorten the schedule. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods should reflect this by choosing the lowest Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of systems selected.

2.0 SCOPE

2.1. WATER TREATMENT PLANT

Provide appropriate drinking water treatment facilities in accordance with this contract. This water treatment system is to treat and provide drinking water and is intended to be similar both functionally and technically to similar facilities in the private sector.

A design-build procurement method will be utilized for this work. DPG utilizes groundwater that contains contaminants above the Federal and State of Utah requirements. A water treatment system is required to reduce contaminant levels in water to satisfy primary and secondary drinking water requirements.

DPG prefers the water treatment plant to be typical and utilized successfully in other Utah locations. The preference is low operating costs; low use of standard water treatment chemicals; no plant operator certification upgrade required; minimum wasting of process/backwash water; and non-proprietary equipment. DPG desires an estimate of operating costs, operator certification requirements, and wastewater discharge flows to be submitted to John Craig (DPG). All work shall be performed in accordance with applicable regulations, requirements and codes.

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2.2. SITE

Provide all site improvements necessary to support the new building facilities. The Offeror shall design the exterior of the facility to be compatible with the surrounding context. The Offeror’s architectural design development should consider any existing building forms, materials, scale, proportions, and organizational layout, and be reflected in the proposal.

Pictures of surrounding architecture are permissible to establish the theme. The Contractor and A-E must certify that they have visited the site before preparing their proposal.

The construction cost limitation is $22,525,000. This amount includes the design effort as well as the construction effort. These costs are presented so that a level of quality can be established and avoid a misunderstanding by the Contractor in cases where they provide a higher cost proposal when a proposal of lesser scope, quality, and performance was funded and required. The Contractor is under no obligation to approach this ceiling.

2.3. GOVERNMENT-FURNISHED GOVERNMENT-INSTALLED EQUIPMENT (GFGI)

Coordinate with Government on GFGI item requirements. Provide all utility connections and space with required clearances for all GFGI items. D-B contractor shall provide a suitable Desk-top computer in English Village plant compatible with D-B contractor installed SCADA System.

2.4. FURNITURE REQUIREMENTS:

There is no furniture requirement or procurement for this contract. Furniture procurement is not included in this contract.

2.5. ACCIDENT PREVENTION PLAN

An accident prevention plan (APP) shall be submitted and reviewed by the USACE. This shall be submitted, reviewed and approved prior to any fieldwork. The SSHSP shall adhere to Federal OSHA 29 CFR 1910, 1926 and the US Army Corps of Engineers EM 385-1-1 (September 2008), and Utah requirements. Refer to Appendix G for Chemical Warfare Material (CWM) Risk Assessment information.

2.6. DPG WATER TREATMENT BACKGROUND

Dugway Proving Ground is located in Toole County, Utah approximately 85 miles southwest of Salt Lake City, Utah. Highway access to DPG is totally restricted from all directions except via State Highway 99 and 96, which converge at the DPG’s English Village main gate.

Water system identification numbers for English Village, Ditto Technical Facility, and the Carr Facility are 23054, 23021 and 23058, respectively. The system name and address is Dugway Proving Ground Water System, Dugway, Utah 84022. At English Village there are approximately 712 connections serving 1,230 people, at Ditto there are approximately 116 connections serving 500 people, and at Carr there are approximately 28 connections serving 93 people.

Note that this RFP is for work at DPG outside of English Village; therefore most English Village water system details will not be described in this RFP.

Ditto Technical Facility Water System. The source water for the Ditto water system is the Dugway Valley-Government Creek Aquifer, part of the Great Salt Lake regional flow system.

The two relevant zone of groundwater have been identified as a shallow and mid-level aquifer. Water production occurs in the mid-level aquifer which is composed of saturated

01010-6 W91238-10-R-0008 older alluvium and is under confined conditions at Ditto. The Ditto water system (Number 23021) supplies domestic and industrial water to the Ditto Area, Avery Technical Center, Baker Area, and Michael Army Airfield. The system has a treatment capacity of approximately 1 million gallons per day and a storage capacity of 540,000 gallons.

Ditto Technical Facility Water Supply Wells. Two water supply wells provide raw water to the Ditto Technical Facility Water System. Wells 3 and 28 are located in Ditto. A third well located in Ditto, Well 31, is currently inactive and scheduled for abandonment. Groundwater is pumped into a 40,000 gallon ground-level raw water storage tank. Available existing pump information is as follows; Well #3 pump: 350gpm, 15hp, and approximately 20 psi working pressure. The two wells provide the drinking water at a rate of 580 to 770 gallons per minute.

Ditto Technical Facility Water Storage Tanks. The Ditto Technical Facility System has a current storage capacity of 540,000 gallons. Water storage is provided by 40,000 gallon ground-level raw water tank (Building 4101) located adjacent to and just north of the Ditto Water Treatment Facility (Building 4105). In addition, two 250,000-gallon elevated storage tanks provide water storage for the Ditto Technical Facility and Baker Area; one (Building 4106) located in the Ditto Technical Facility just south of the treatment facility, the other tank (Building 2050) is located approximately 6.25 miles west of the Ditto Technical Facility at the Baker Area. An inactive 100,000-gallon elevated tank (Building 4146) is also available for water storage at the Ditto Technical Facility. With the water plant, the raw water is chlorinated using chlorine-gas injection. Available existing pump information is as follows:

475 gpm, 175 ft head.

Ditto Technical Facility Water Distribution and Consumption. This system is considered a small (<10,000 connections) public, non-transient, non-community water system serving approximately 72 industrial facilities. The distribution length has 116 connections serving 500 people.

Carr Technical Center Water System. The Dugway Valley-Government Creek Aquifer is the source for this water system; the same aquifer supplies the Ditto system. This system is an existing, public, non-transient, non-community water system; System Number 23058. This system has a treatment capacity of approximately 900,000 gallons per day and a storage capacity of 350,000 gallons.

Carr Technical Center Water Supply Wells. Two water supply wells currently provide raw water. Well 33 is located 0.4 miles to the west of the Building 3143 near Bushnell Material Test Facility. Sodium hypochlorite treatment is administered to the raw water at Well 33.

The raw water at Well 5 is chlorinated with chlorine gas.

Groundwater from Well 5 is pumped to Building 3143, the Carr Technical Center Water Plant.

Available existing pump information is as follows; Well #5 pump: 280gpm, and approximately 90 psi working pressure. Within the water plant, the raw water is chlorinated using chlorine gas injection. The treated water is then pumped into a 100,000-gallon potable elevated storage tank located adjacent to the water plant.

Carr Technical Center Water Storage Tanks. The Carr system has a current storage capacity of 350,000 gallons provided by the two elevated tanks. A 100,000 gallon tank (Building 3145) is located adjacent to the Carr Water Treatment Facility (Building 3143). The newer second storage tank (Building 0802B) with a capacity of 250,000 gallons is located approximately 0.4 miles to the west near Well 33.

Carr Technical Center Water Distribution and Consumption. This system supplies domestic and industrial water to approximately 25 industrial facilities located at Carr Technical Center.

The Carr system is considered to be a small drinking water system because it serves less

01010-7 W91238-10-R-0008 than 10,000 connections. The distribution length is two miles with 28 service connections serving a population of 93. Water is also supplied to 14 hydrants for fire protection.

The following table contains DPG well information for the water system.

Water System

Well Number

Casing Radius (in.)

Total Depth

(ft. bgs)

Pump Type Well Capacity (gpm)

Year Constructed

3 6,5 330 Turbine 400 1945 Ditto

28 8,6 336 Submersible 370 1959

5 5 335 Submersible 310 1944 Carr

33 - 405 Submersible 350 2003

Note that well 33 is treated with liquid chlorine, all other well treatment is by chlorine gas.

Bgs = below ground surface

The following table is for storage tank information at Ditto and Baker.

Tank Building Number

Location Capacity (gallons)

Dimensions

Ditto Raw Water Storage Tank

4101 Adjacent to Ditto Water Treatment Facility

40,000 18 ft tall, 20 feet in diameter

Ditto Elevated Storage Tank

4106 Ditto Cantonment 250,000 133 ft high, 40 feet in diameter

Baker Elevated Storage Tank

2050 Baker Cantonment 250,000 121 feet high, 40 feet in diameter

Carr Elevated Tank 3145 Carr Cantonment 100,000 92.5 feet high, 30.5 feet in diameter

Carr Elevated Tank 0802B South of Bushnell Material Test Facility

250,000 121 feet high, 40 feet in diameter

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2.8. OPTIONAL ITEMS

The following are additional optional items to be evaluated and priced separately. The government may choose to select any and/or all of the items for this RFP.

1. There are no optional items.

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3.0 FUNCTIONAL AND AREA REQUIREMENTS

3.1. GENERAL: THERE IS NO STANDARD ARMY MT PRODUCT LINE ITEM FOR A WATER

TREATMENT PLANT. NOTE IN THIS RFP THAT THE STANDARD MODEL RFP FORMAT

IS FOLLOWED AS PRACTICABLE. REFER TO PARAGRAPH 6 PROJECT SPECIFIC

REQUIREMENTS.

3.1.1. FACILITY RELATIONSHIPS: The facilities shall be oriented to support water treatment and daily operations, and should also be located near the respective wells and associated buildings.

3.1.2. GROSS BUILDING AREA: Gross building area shall be as calculated by IBC, which is the area included within surrounding exterior walls exclusive of vent shafts and courts. Areas of the building not provided with surrounding walls shall be included in the building area if such areas are included within the horizontal projection of the roof or floor above.

3.1.3. FUNCTIONAL SPACES: The space shall be sized to accommodate the required function, comply with code requirements, comply with overall gross area limitations and other requirements of the RFP.

3.1.4. HANDICAPPED ACCESS: These facilities are intended for use by able bodied personnel only, therefore, are not required to meet handicapped accessible requirements.

3.2. FUNCTIONAL AND OPERATIONAL REQUIREMENTS

3.2.1. General: The DPG water treatment plant facilities are to be completely functional and operational and satisfy all applicable regulations, requirements, and codes.

3.2.2. DESIGN FREEDOM. Note there are no layouts provided in the applicable Army Standard Design for functional arrangements for water treatment facilities.

3.2.3. ARMY STANDARDS: Applicable Army standards for the DPG Water Treatment project shall be followed.

3.3. TECHNICAL REQUIREMENTS

Site Design: The following site design requirements are applicable to the design of the Water Treatment Facilities:

3.3.1. Architectural Design: Exterior architectural features of the building shall be designed in accordance with the established Installation architectural theme.

3.3.2. Fire Protection: Fire suppression systems will be designed in accordance with the latest edition of UFC 3-600-01; however, the water treatment system shall be classified as mission essential and shall be provided with sprinkler protection regardless of other criteria or code provisions. The facility shall be protected throughout by a complete automatic sprinkler system. The type, function and location of the fire alarm annunciator shall be coordinated with the DPG Fire Department.

3.3.3. Electrical and Communications:

(1) Receptacles. Power receptacles will be provided per NFPA 70 and in conjunction with the proposed equipment and facilities layouts.

01010-10 W91238-10-R-0008

(2) Lighting. Interior lighting controls shall be provided in accordance with ASHRAE 90.1.

Local manual controls shall supplement automatic controls (occupancy sensors) in pump houses and associated water treatment buildings. Occupancy sensor controls shall be provided in restrooms, electrical rooms, telecommunications rooms and similar spaces.

Interior ambient illumination shall provide a generally glare free, high quality lighting environment and conform to IESNA RP-1-04.

(3) Telecommunications Systems. The project's facilities must connect to the Installation’s Outside Telecommunications (voice and data) System. Outside system improvement is D-B Contractor’s responsibility. All exterior communication system improvements shall be coordinated with Mr. Tom Morris “Superintendent of Utilities Maintenance”, phone: 435-831- 2326; and DOIM POC Mr. Donovan Pomikala, phone: 435-831-3399.

(4) Telecommunications outlets. Telecommunications outlets will be provided per I3A technical guide based on functional purpose of the various spaces (as modified by user special operational requirements and described herein) within the facility. The telecommunications system will consist of cabling, pathways, supporting structures, and outlets.

3.3.4. Furniture Systems: Not used.

3.4. REFERENCES

(1) Army Regulation 190-11 Physical Security of Arms, Ammunition and Explosives

(2) Army Regulation 190–13 The Army Physical Security Program

(3) Army Regulation 190-51, Security of Unclassified Army Property (Sensitive and Nonsensitive)

(4) Army Regulation 380–5 Information Security Program

(5) Army Regulation 380–19 Information Systems Security

01010-11 W91238-10-R-0008

4.0 APPLICABLE CONSTRUCTION

4.1. APPLICABLE INDUSTRY CRITERIA

Applicable design and construction criteria references are listed in below. Criteria shall be taken from the most current references as of the date of issue of the RFP for Task Order 1 of this IDIQ. This list is not intended to include all criteria that may apply or to restrict design and construction to only those references listed. See also Paragraphs 3 and 6 for additional facility-specific applicable criteria.

International Code Council (ICC) International Building Code (IBC) International Mechanical Code (IMC) International Residential Code (IRC) International Plumbing Code (IPC) International Fuel Gas Code (IFGC) Energy Conservation Code (IEC)

Air Conditioning and Refrigeration Institute (ARI) ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps ARI 440 Room Fan-Coil and Unit Ventilator ARI 445 Room Air-Induction Units ARI 880 Air Terminals

Air Movement and Control Association (AMCA) AMCA 210 Laboratory Methods of Testing Fans for Rating

American Architectural Manufacturers Association (AAMA) AAMA 605 Voluntary Specification Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic

Finishes for Architectural Aluminum AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation

Resistance of Windows, Doors, and Glazed Wall Sections American Association of State Highway and Transportation Officials (AASHTO)

Roadside Design Guide [guardrails, roadside safety devices] Standard Specifications for Transportation Materials and Methods of Sampling and

Testing [Road Construction Materials] Standard Specifications for Structural Supports for Highway Signs, Luminaries and

Traffic Signals A Policy of Geometric Design of Highways and Streets Guide for Design of Pavement Structures, Volumes 1 and 2 [pavement design guide]

American Bearing Manufacturers Association (AFBMA) AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

American Boiler Manufacturers Association (ABMA) ABMA ISEI Industry Standards and Engineering Information

American…