W91238-15-R-0014__AM0007.pdf

W91238-15-R-0014

AMENDMENT # 0007

I. SPECIFICATIONS (Descriptive Changes)

1. Section 01 00 00 GENERAL REQUIREMENTS is reissued in its entirety for clarity.

a. Paragraph 1.8 PLANNED UTILITY OUTAGES AND STREET CLOSURES:

First paragraph deleted “7” and replaced it with “15” days and the second paragraph deleted “21” days and replaced it with “15” days.

b. Paragraph 1.9 EXCAVATION PERMITS:

Deleted “Directorate of Engineering and Housing (DEH)” and replaced it with “Department of Public Works (DPW)”.

2. Section 01 10 10 SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA is reissued in its entirety for clarity.

a. Paragraph 14.1.3 Outage Coordination:

Deleted “21” and replaced it with “15” days.

b. Paragraph 14.4.20 Battery Charging Area:

The paragraph now reads that interlocking of battery charging ventilation system will be with “power for battery chargers”, not with “power receptacles for battery chargers” since battery chargers will now be hardwired from disconnect switches rather than plugging into power receptacles.

3. Section 01 10 11 FUNCTIONAL DESIGN CRITERIA ROOM BY ROOM REQUIREMENTS is reissued in its entirety for clarity.

a. Paragraph 4.6.10.1 Special Requirements:

Battery charger electrical requirements have now been specifically defined.

b. Paragraph 4.20.7.1:

Positive pressure requirement removed

c. Paragraph 4.20.7.2:

Temperature requirements changed to “55 F minimum, 95 F maximum”

d. Paragraph 4.22.7.1:

Positive pressure requirement removed.

e. Paragraph 4.22.7.2:

Temperature requirements changed to “55 F minimum”

4. Section 01 32 01 PROJECT SCHEDULE is reissued in its entirety for clarity.

a. Paragraph 3.3.4.1 Design Phase:

Updated submittal of preliminary design to 65%.

II. PLANS . (Descriptive Changes)

1. Sheet C-120: ADDED NOTE #11 AND EXISTING ELEC/COMM LINES.

a. Current construction project placed a new electrical, communication, and security fiber concrete incased duct bank in the location of the concept designed Storage Room. This revised sheet shows the approximate location of this new buried duct bank.

GENERAL PURPOSE MAINTENANCE SHOP 1965

MOTCO, CONCORD, CA

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

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 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 PROCEDURES

1.13 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

1.14 AREAS OF RADAR RADIATION HAZARD

1.15 HAZARDOUS NOISE AREA

1.16 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.17 AFTER AWARD DOCUMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

01 00 00 - 1 Amendment 0007

SECTION 01 00 00

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2014; AMD 1 2013; Errata 2013; AMD 2 2013) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) 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 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, 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.

01 00 00 - 2

1.4 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, 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

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 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 NFPA 70, 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 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 shall have GFCI'S, and shall 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.

1.6 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 shall be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

It is anticipated that pole lines, signs, pipelines and private

01 00 00 - 3 improvements that would interfere with or are to be replaced by new construction will be removed to new locations by the owners (or by the State of California or its agents) in advance of construction operations.

Notify the Contracting Officer at least 30 days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Care shall be taken to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the contract will be made under the applicable CONTRACT CLAUSES, Section 00 73 00.

1.7 GENERAL SAFETY REQUIREMENTS

1.7.1 General

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

1.7.2 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, 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

01 00 00 - 4 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.

1.7.5.1 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 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. 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 shall be in accordance with the latest National Fire Codes.

1.7.6.1 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

01 00 00 - 5 stoppage at the expense of the Contractor.

1.7.7 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 shall 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.

1.7.8 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, 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 715 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.

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 15 days before the outage or closure. 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. Strictly observe such schedules and will be held responsible for any violations.

1.9 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Directorate of Engineering and Housing (DEH)Department of Public Works (DPW), through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 14 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

(A) General:

Reference is made to the article of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits.

01 00 00 - 6

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 00 73 00, 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.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

CALIFORNIA

MILITARY OCEAN TERMINAL, CONCORD

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

(06) (05) (05) (04) (01) (00) (00) (00) (01) (02) (05) (06)

(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

Furnish CESPK 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 PROCEDURES

1.13 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

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

1.14 AREAS OF RADAR RADIATION HAZARD

The work under this contract is to be performed in, or in the vicinity of, 01 00 00 - 7 areas that may be hazardous at times due to radar radiation. Construction activities and Contractor's personnel shall not be allowed within such areas without prior arrangement with and the approval of the Contracting Officer. Maintain a close working relationship with the Contracting Officer's representative and shall govern his activities within such areas as said representative may arrange with operating personnel of the Air Force.

1.15 HAZARDOUS NOISE AREA

Work area for this contract is located within a high noise area and can be hazardous to the human ear. The Contractor is responsible for providing adequate ear protection as may be required for Contractor's personnel at the job site.

1.16 COLOR SCHEME FOR CONTRACTOR FACILITIES

(A) All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site shall be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.17 AFTER AWARD DOCUMENTS

Provide five hard copy sets from the Portable Data Format (PDF) contract drawings and specifications. 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 with posts. Provide these documents within 5 work days of the receipt of the NTP from the Government.

The Government will provide a CD/DVD, without charge, containing the electronic CAD files to prepare as-built/as-constructed drawings and a submittal register data file in comma separated value (CSV) format.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

01 00 00 - 8

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 REQUIREMENTS

9. STRUCTURAL DESIGN

10. ARCHITECTURAL DESIGN

11. LIFE SAFETY

12. MECHANICAL DESIGN

12.3 PLUMBING DESIGN

13. FIRE PROTECTION

14. ELECTRICAL DESIGN

15. FIRE ALARM SYSTEM

16. BUILDING SECURITY SYSTEM

17. TELECOMMUNICATIONS DESIGN

01 10 10 - 2

1. SCOPE

1.1 Design and construct General Purpose Maintenance Shop at Military Ocean Terminal Concord (MOTCO), California, 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 Section 01 10 11, Room-by-Room Requirements, and to meet the operational requirements of the Army. 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

1.2 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 design of architectural, interior design, structural, mechanical, electrical, civil, landscape and other engineering features of the work shall be accomplished, reviewed, approved and sealed by engineers, architects and interior designers who are licensed professionals with a minimum of six years experience to practice in their respective professional field in a state or possession of the United States. The structural interior design (SID) shall be designed/supervised by a registered or certified (as appropriate for the state) interior designer who is NCIDQ certified.

The Contractor’s team shall include a LEED accredited professional (LEED AP).

The LEED AP shall have the responsibility to coordinate the design and construction efforts in achieving a USGBC LEED Silver rating, using LEED for New Construction version 3. The Government will identify a Commissioning Agent to be involved in the design and construction of the facility.

1.3 The design and construction of this facility shall conform to the MOTCO Installation Design Guide and to that of the surrounding facilities and the requirements issued in this solicitation. Features differing from the requirements in this RFP may be allowed if said changes otherwise provide the same level of function, quality and performance established in Solicitation. The Government will be the sole authority in determining if changes are acceptable. See Attachment 18 for MOTCO Installation Guide.

1.4 The Contractor is responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in this solicitation will alleviate him from performing any additional design as required to produce a complete set of construction documents. The following provisions shall be maintained in the Contractor’s design:

1.4.1 Provision 1: Gross Square Feet: The Contractor’s design shall provide at least the same square foot area overall, and on a room by room basis as shown in the Government’s conceptual design

1.4.2 Provision 2: Equivalent Functional Arrangement: The Contractor’s design shall provide equivalent functional arrangement of rooms and spaces as shown in the Government’s conceptual design

01 10 10 - 3

1.4.3 Provision 3: Overall Site Limits: The Contractor’s design shall be limited to the general extents of the Project site shown in the Government’s conceptual design

1.4.4 Provision 4: Gross Glazing Area: The Contractor’s design shall provide at a minimum, the same overall glazing area as shown in the Government’s conceptual design. Glazing area may be increased, but not decreased from that indicated in the Government’s conceptual design.

1.4.5 Provision 5: Sustainable Design: The Contractor’s design is required to meet the sustainable design guidelines required by this RFP. If the Contractor determines that alternate assemblies or functional arrangements are better suited for the achievement of sustainable design goals, the Contractor may propose those changes. Changes can only be incorporated under the review and approval of the Government.

1.5 The Government’s conceptual site drawings indicate the general location of the facility, its approximate maximum size, and other system parameters that represent functional relationships of the project program. The Contractor’s design shall maintain functional relationships regardless of individual design decisions/changes made.

1.6 The Government’s conceptual facility and site design provided in the RFP documents illustrates intent and functional relationships and does not indicate all necessary construction requirements or components. The written RFP describes associated technical, performance and systems requirements. The Contractor is responsible for the complete Project design, shall retain all responsibilities, and be recognized as the Designer of Record.

2. SUMMARY DESCRIPTIONS

2.1 This project will construct General Purpose Maintenance Shop and Storage Building of approximately 8,848 and 3,000 square foot, respectively, both single story at MOTCO. The General Purpose Maintenance Shop shall be connected to existing Building 605. The project shall be designed within the criteria prescribed in UFC 1-200-01, UFC 3-600-01, and operations and maintenance manuals. See paragraph 4.13 for a list of applicable codes and criteria.

2.1.1 This project is intended to provide adequate space for MOTCO personnel to perform equipment maintenance functions in a safe environment outside of the Inhabited Building Distance Explosive Safety Quantity Distance (ESQD) arcs that cover most of the installation. MOTCO is the only Department of Defense (DoD) common user terminal on the West Coast with the capability to handle both containerized and break-bulk munitions. This project is cited as the corrective action on the safety exemption that allows current operations.

2.2 SITING SUMMARY. The new General Purpose Maintenance Shop building will be sited along A Street. The building will be sited on the south side of A Street, across the street from the Reserve Center. The building will be connected to existing Building 605. The proposed facility will face northwest/northeast due to site conditions. Preliminary geotechnical information has been included in this RFP (see paragraph 8 for more information).

01 10 10 - 4

2.3 DEMOLITION (OPTION ITEM #001). Demolition of existing buildings and sheds in the Tidal side of MOTCO is part of this project. The buildings are 407 (built 1980, 2,400 SF), A10 (built 1943, 2,412 SF), A11 (built 1942, 441 SF), A14 (built 1942, 3,024 SF), A16 (built 1944, 7,250 SF), A17 (built 1944, 8,235 SF), A29 (built 1951, 14,080 SF) and A32 (built 1955, 576 SF). The sheds to be demolished are E101 (built 1944, 4,004 SF) and E103 (built 1945, 336 SF). See Attachment 12 of the RFP for photos.

2.4 BUILDING CONSTRUCTION SUMMARY: The General Purpose Warehouse Shop and the Storage Building are single story pre-engineered structure. The roof framing system is comprised of standing seam roof panels over Z-purlins.

The foundation will concrete spread footing and slab-on-grade. The buildings will also draw upon the design aesthetic of existing Locomotive Maintenance Shops (Buildings 604 and 605) with standing seam metal roof and metal siding to match or compatible with Building 605.

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

3.1 BASE DESCRIPTION: Formerly the Naval Weapons Station, MOTCO is one of two domestic Army-owned ports serving as a cargo transfer point for various Department of Defense agencies. Overseen by the Military Surface Deployment Distribution Command, and operated by the Army’s 834th Transportation Battalion, MOTCO is made up of two areas: the 115-acre Inland Area, and the 6,600-acre Tidal Area.

3.2 BACKGROUND: Current equipment maintenance activities take place in aged and dilapidated buildings within the explosive safety quantity distance (ESQD) arc. These operations take place under a safety waiver that allows operations to continue within the EQSD. This project is the corrective action required to alleviate known safety risks. The safety waiver allows critical national security operations to continue, but puts personnel at the port at higher risk. Because the equipment is so large, maintenance and repair of oversized top-pick spreaders (super-stackers) takes place within the ESQD, but on unimproved hardstands outside. The lack of overhead lift and compressed air reduce efficiencies and extend hours to perform maintenance and repair. Tool and spare parts storage and the machine shops are located in separate small buildings, still within the ESQD arc, making maintenance and repair tasks inefficient and at risk. There are currently no facilities on the installation to perform fueling/de-fueling of this equipment. Work is done without the benefit of an oil-water separator increasing the chances of environmental contamination.

4. DESIGN SUBMITTAL REQUIREMENTS

4.1 The design requirements within this Section 01 10 10 and the following Section 01 10 11 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this section. Each Offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project. Requirements of this section may delete, 01 10 10 - 5 revise, add to, or substitute for criteria contained in the referenced documents and this section shall be deemed the controlling authority of any changes to the other referenced documents and criteria

4.2 DESIGN STANDARDS. Equipment, hardware, and materials shall be standard manufactured domestic items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the Contracting Officer.

4.3 CODES. The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, and with the listed specifications. The building will be of a noncombustible construction classification. Wood structural elements will not be acceptable.

4.4 IMPERIAL DESIGN. This project shall be designed in Imperial/English inch-pound (I-P) units per the preference of the Using Agency and Major Command.

4.5 DRAWINGS. Attached drawings provide information on the project site and functional arrangement and relationships of internal components. Changes and adjustments to the site and building plan arrangement are allowed subject to provisions established in Paragraphs 1.3 and 1.4.

4.6 FIELD INFORMATION. The utility and as-built information provided in the drawings is the best information available. It is provided to assist the offerors in preparing their proposal and then during the design of this project. The Contractor is responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc. shall be the responsibility of the Contractor and shall tie into the project datum.

4.7 DESIGN DETAILS AND STANDARDS. The Contractor shall create design details as required, but shall conform to the requirements of the RFP, and are subject to approval by the Government.

4.8 ASBESTOS AND LEAD BASED PAINT (LBP) SURVEY. Any asbestos or LBP removal will be done by the Construction Contractor, and coordinated with the Department of Public Works through the Contracting Officer. Division of Air Quality rule R307-801 -9: The asbestos project operator shall ensure that the structure or facility to be demolished is inspected for ACM by an inspector certified under the provisions of California Asbestos NESHAP Program. An updated asbestos survey report shall be generated according to the provisions of California Asbestos NESHAP Program. The asbestos project operator shall make the asbestos survey report available on site to all persons who have access to the site for the duration of the renovation or demolition activities. If no asbestos inspection is conducted, the operator shall ensure that all resulting demolition debris is disposed of as asbestos waste. “Asbestos project operator” means any asbestos contractor, any person responsible for the persons performing an asbestos project in an area to which the general public has

01 10 10 - 6 unrestrained access. Contractor’s Project Managers will perform responsibilities of the asbestos project operator listed above.

4.9 SPECIFICATIONS. The Contractor shall follow all Unified Facilities Guide Specifications (UFGS) already included in this RFP, and the Contractor shall also provide all other applicable, edited UFGS sections as required for the design and construction of this project. The Unified Facilities Guide Specifications can be retrieved at http://www.wbdg.org/ccb/. Items to be deleted from the specifications shall use the “strikethrough” formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc,), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and government and industry publications that are referenced in this RFP.

4.9.1 The Contractor shall not edit the UFGS sections to the point that they no longer contain any original information. Edits to the UFGS sections is permitted only in such instances that the language becomes specific to this project.

4.10 SUSTAINABLE DESIGN. The Contractor’s design shall comply fully with the requirements of UFC 1-200-02, High Performance and Sustainable Building Requirements. See also paragraph 5 SUSTAINABLE DESIGN for more information and additional requirements.

4.10.1 ANTI-TERRORISM/FORCE PROTECTION (AT/FP). The new building is exempt from the provisions UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings due to DoD personnel assigned to the facility being fewer than 11 people.

4.11 BARRIER FREE DESIGN. This facility shall be fully accessible to all handicapped individuals in accordance with the requirements of Architectural Barriers Act (ABA), Accessibility Standards for DoD Facilities.

4.12 ENVIRONMENTAL PROTECTION. All work and Contractor operations shall comply with the requirements imposed by all applicable federal, state, county, local and base regulations and permits concerning environmental protection.

Project schedule shall reflect time required to acquire permits and provide copies to the Contracting Officer prior to commencing work. Contractor shall coordinate with the [Installation] Environmental Engineer for all applicable permits.

4.13 CONSOLIDATED LIST OF CODES AND STANDARDS. Each design discipline cites references to various codes and standards that govern the design of the project. A listing of the majority of codes and standards required for compliance with the requirements of this RFP follows. Note: Unless otherwise noted, use the latest edition for all reference standards or criteria listed in this section.

4.13.1 UFC 1-200-01, General Building Requirements

4.13.2 UFC 1-200-02, High Performance and Sustainable Building Requirements.

01 10 10 - 7

4.13.3 UFC 3-101-01, Architecture

4.13.4 UFC 3-110-03, Roofing

4.13.5 UFC 3-120-10, Interior Design

4.13.6 UFC 3-190-06, Protective Coatings and Paints

4.13.7 UFC 3-201-01, Civil Engineering

4.13.8 UFC 3-201-02, Landscape Architecture

4.13.9 UFC 3-210-10, Low Impact Development

4.13.10 UFC 3-220-01, Geotechnical Engineering

4.13.11 UFC 3-220-04FA, Backfill for Subsurface Structures

4.13.12 UFC 3-220-05, Dewatering and Groundwater Control

4.13.13 UFC 3-220-10N, Soil Mechanics

4.13.14 UFC 3-230-01, Water Storage, Distribution, and Transmission

4.13.15 UFC 3-230-06A, Subsurface Drainage

4.13.16 UFC 3-240-01, Wastewater Collection

4.13.17 UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas

4.13.18 UFC 3-250-03, Standard Practice Manual for Flexible Pavements

4.13.19 UFC 3-250-04, Standard Practice for Concrete Pavements

4.13.20 UFC 3-250-07, Standard Practice for Pavement Recycling

4.13.21 UFC 3-250-11, Soil Stabilization for Pavements

4.13.22 UFC 3-270-01, Asphalt Maintenance and Repair

4.13.23 UFC 3-270-04, Concrete Repair

4.13.24 UFC 3-301-01 Structural Engineering

4.13.25 UFC 3-310-04, Seismic Design for Buildings

4.13.26 UFC 3-400-02, Design: Engineering Weather Data

4.13.27 UFC 3-401-01, Mechanical Engineering

4.13.28 UFC 3-410-01, Heating, Ventilating and Air Conditioning Systems

01 10 10 - 8

4.13.29 UFC 3-410-02, Lonworks® Direct Digital Control for HVAC and Other Local Building Systems

4.13.30 UFC 3-410-04N, Industrial Ventilation

4.13.31 UFC 3-420-01, Plumbing Systems

4.13.32 UFC 3-420-02FA, Compressed Air

4.13.33 UFC 3-450-01, Noise and Vibration Control

4.13.34 UFC 3-501-01, Electrical Engineering

4.13.35 UFC 3-520-01, Interior Electrical Systems

4.13.36 UFC 3-520-05, Stationary Battery Areas

4.13.37 UFC 3-530-01, Design: Interior and Exterior Lighting and Controls

4.13.38 UFC 3-550-01, Exterior Electrical Power Distribution

4.13.39 UFC 3-550-03FA, Electrical Power Supply and Distribution

4.13.40 UFC 3-570-02A, Cathodic Protection

4.13.41 UFC 3-570-02N, Electrical Engineering Cathodic Protection

4.13.42 UFC 3-575-01, Lightning and Static Electricity Protection Systems

4.13.43 UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design [note: this UFC incorporates the I3A requirements

4.13.44 UFC 3-600-01, Fire Protection Engineering for Facilities

4.13.45 UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings

4.13.46 A-E Guide, Volume 2a & 2b, Cost Estimating, Sacramento District

4.13.47 A-E Guide, Volume 3, Specifications, Sacramento District

4.13.48 TI-800-01, Design Criteria [note: Army criteria]

4.13.49 Unified Facilities Guide Specifications (UFGS)

4.13.50 International Building Code (IBC), 2012 except as modified in UFC 1-200-01 &

UFC 3-310-01

4.13.51 International Plumbing Code (IPC)

4.13.52 International Mechanical Code (IMC)

4.13.53 NFPA 10, Standard for Portable Fire Extinguisher

01 10 10 - 9

4.13.54 NFPA 13, Installation of Sprinkler Systems

4.13.55 NFPA 17A, Standard for Wet Chemical Extinguishing Systems

4.13.56 NFPA 20, Installation of Stationary Pumps for Fire Protection

4.13.57 NFPA 24, Installation of Private Fire Service Mains

4.13.58 NFPA 30, Flammable and Combustible Liquids Code

4.13.59 NFPA 54, National Fuel Gas Code

4.13.60 NFPA 70, National Electrical Code

4.13.61 NFPA 70E, Standard for Electrical Safety in the Workplace

4.13.62 NFPA 72, National Fire Alarm Code

4.13.63 NFPA 72H, Guide for Testing Procedures for Local Auxiliary Remote Station and Proprietary Protective Signaling Systems

4.13.64 NFPA 80, Fire Doors and Fire Windows

4.13.65 NFPA 90A, Installation of Air Conditioning And Ventilating Systems

4.13.66 NFPA 90B, Installation of Warm Air Heating and Air-Conditioning Systems

4.13.67 NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations

4.13.68 NFPA 101, Life Safety Code 2012

4.13.69 NFPA 110, Emergency and Standby Power Systems

4.13.70 NFPA 111, Stored Electrical Energy Emergency Standby Power Systems

4.13.71 NFPA 780, Lightning Protection Systems

4.13.72 Federal Specification (FS) HH-I-558, Insulation, Blankets, Thermal (Mineral Fiber, Industrial Type)

4.13.73 Manual on Uniform Traffic Control Devices (MUTCD), US Department of Transportation, Federal Highway Administration

4.13.74 National Earthquake Hazard Reduction Program (NEHRP), US Geological Survey (USGS)

4.13.75 ACI 318, Building Code Requirements for Structural Concrete

4.13.76 ACI 530/ASCE 5/TMS 402, Building Code Requirements for Masonry Structures

4.13.77 AISI Cold Formed Steel Design

01 10 10 - 10

4.13.78 ASCE 7, Minimum Design Loads for Buildings and Other Structures

4.13.79 ANSI A136.1, Installation of Ceramic Tile

4.13.80 ANSI A137.1, Ceramic Tile

4.13.81 ANSI/BHMA A156.1, Butts and Hinges

4.13.82 ANSI/BHMA A156.2, Bored and Preassembled Locks and Latches

4.13.83 ANSI/BHMA A156.3, Exit Devices

4.13.84 ANSI/BHMA A156.4, Door Controls - Closers

4.13.85 ANSI/BHMA A156.5, Auxiliary Locks and Associated Products

4.13.86 ANSI/BHMA A156.6, Architectural Door Trim

4.13.87 ANSI/BHMA A156.13, Mortise Locks & Latches

4.13.88 ANSI/BHMA A156.18, Materials and Finishes

4.13.89 ANSI A440, Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors

4.13.90 ANSI A250.8, Standard Steel Doors and Frames

4.13.91 ANSI C2, National Electrical Safety Code

4.13.92 ANSI C57.12.00 General Requirements for Liquid-Immersed Distribution, Power, and Regulating Transformers

4.13.93 ANSI C57.12.26 Requirements for Pad-Mounted, Compartmental-Type, Self- Cooled, Three-Phase Distribution Transformers for use with Separable Insulated High-Voltage Connectors, High-Voltage, 34500GrdY/19920 Volts and Below;

2500 kVA and Smaller

4.13.94 ANSI C57.12.27 Conformance Requirements for Liquid-Filled Distribution Transformers Used in Pad-Mounted Installations, Including Unit Substations

4.13.95 ANSI C57.12.28 Switchgear and Transformers - Pad-Mounted Equipment - Enclosure Integrity

4.13.96 ANSI C62.41 Surge Voltage in Low Voltage AC Power Circuits

4.13.97 ANSI C84.1, Electric Power Systems and Equipment - Voltage Ratings

4.13.98 ANSI C502, Dry-Barrel Fire Hydrants

4.13.99 ANSI C900, Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 inches through 12 inches, for Water Transmission and Distribution

01 10 10 - 11

4.13.100 ANSI C901, Standard for Polyethylene (PE) Pressure Pipe and Tubing, ½ inch through 3 inches, for Water Service.

4.13.101 ANSI Z124.3, Plastic Lavatory Units

4.13.102 ANSI Z124.6, Plastic Sinks

4.13.103 ANSI Z358.1, Emergency Eye Wash: Fountain

4.13.104 ANSI/AISC 341, Seismic Provisions for Structural Steel Buildings

4.13.105 ANSI/AISC 360, Specifications for Structural Steel Buildings

4.13.106 ANSI/IEEE Std. 141, Recommended Practice for Electric Power Distribution for Industrial Plants – IEEE Red Book

4.13.107 ANSI/IEEE Std. 142, Recommended Practice for Grounding of Industrial and Commercial Power Systems – IEEE Green Book

4.13.108 ANSI/IEEE Std. 241, Recommended Practice for Electric Power Systems in Commercial Buildings – IEEE Gray Book

4.13.109 ANSI/IEEE Std. 242, Recommended Practice for Protection and Coordination of Industrial and Commercial Power Systems – IEEE Buff Book

4.13.110 ANSI/IEEE Std. 399, Recommended Practice for Industrial and Commercial Power Systems Analysis – IEEE Brown Book

4.13.111 ANSI/IEEE Std. 446, Recommended Practice for Emergency and Standby Power Systems for Industrial and Commercial Applications – IEEE Orange Book

4.13.112 ANSI/IEEE Std. 493, Recommended Practice for the Design of Reliable Industrial and Commercial Power Systems – IEEE Gold Book

4.13.113 ANSI/IEEE Std. 519, Recommended Practices and Requirements for Harmonic Control in Electrical Power Systems-Second Printing

4.13.114 ANSI/IEEE Std. 1100, Recommended Practice for Powering and Grounding Electronic Equipment – IEEE Emerald Book

4.13.115 ANSI/IEEE Std. 1584, IEEE Guide for Performing Arc Flash Hazard Calculations

4.13.116 ANSI/TIA/EIA-TSB-67, Transmission Performance Specifications for Field Testing of Unshielded Twisted Pair (UTP) Cabling System

4.13.117 ANSI/TIA/EIA-526-7, Measurement of Optical Power loss of Installed Single- Mode Fiber Cable Plant - OFSTP-7

4.13.118 ANSI/TIA/EIA-526-14, Optical Power Loss Measurements of Installed Multimode Fiber Cable Plant - OPSTP-14

01 10 10 - 12

4.13.119 ANSI/TIA/EIA-568-B, Commercial Building Telecommunications Cabling Standard

4.13.120 ANSI/TIA/EIA-568-C, Commercial Building Telecommunications Cabling Standards

4.13.121 ANSI/TIA/EIA-569-A, Commercial Building Standard For Telecommunications Pathways and Spaces

4.13.122 ANSI/TIA/EIA-598, Optical Fiber Cable Color Coding

4.13.123 ANSI/TIA/EIA-606-A, The Administration Standard For the Telecommunications Infrastructure of Commercial Buildings

4.13.124 ANSI/TIA/EIA-607, Commercial Building Grounding and Bonding Requirements for Telecommunications

4.13.125 ANSI/TIA/EIA 758, Customer Owned Outside Plant Telecommunications Cabling Standard

4.13.126 ASME A112.19.1M, Enameled Cast Iron Plumbing Fixtures

4.13.127 ASME A112.19.2M, Vitreous China Plumbing Fixtures and Hydraulic Requirements for Water Closets and Urinals

4.13.128 ASTM A36, Carbon Structural Steel

4.13.129 ASTM A53, Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

4.13.130 ASTM A446, Standard Specifications and Operating Instructions for Glass Capillary Kinematic Viscometers

4.13.131 ASTM A463, Steel Sheet, Aluminum-Coated, by the Hot-Dip Process

4.13.132 ASTM A500, Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

4.13.133 ASTM A572, High-Strength Low-Alloy Columbium-Vanadium Structural Steel

4.13.134 ASTM A615, Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

4.13.135 ASTM A653, Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

4.13.136 ASTM A706, Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement

4.13.137 ASTM A792, Steel Sheet, 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

01 10 10 - 13

4.13.138 ASTM A1011, Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High- Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

4.13.139 ASTM B117, Standard Practice for Operating Salt Spray (Fog) Apparatus

4.13.140 ASTM B209, Aluminum and Aluminum-Alloy Sheet and Plate

4.13.141 ASTM B221, Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

4.13.142 ASTM B88, Seamless Copper Water Tube

4.13.143 ASTM C33, Concrete Aggregates

4.13.144 ASTM C90, Loadbearing Concrete Masonry Units

4.13.145 ASTM C94, Ready-Mixed Concrete

4.13.146 ASTM C270, Mortar for Unit Masonry

4.13.147 ASTM C373, Water Absorption, Bulk Density, Apparent Porosity, and Apparent Specific Gravity of Fired Whiteware Products

4.13.148 ASTM C475, Joint Compound and Joint Tape for Finishing Gypsum Board

4.13.149 ASTM C476, Grout for Masonry

4.13.150 ASTM C518, Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

4.13.151 ASTM C534, Preformed Flexible Elastomeric Cellular Thermal Insulation in Sheet and Tubular Form

4.13.152 ASTM C552, Cellular Glass Thermal Insulation

4.13.153 ASTM C578, Rigid, Cellular Polystyrene Thermal Insulation

4.13.154 ASTM C612, Mineral Fiber Block and Board Thermal Insulation

4.13.155 ASTM C636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels

4.13.156 ASTM C645, Nonstructural Steel Framing Members

4.13.157 ASTM C648, Breaking Strength of Ceramic Tile

4.13.158 ASTM C665, Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing

4.13.159 ASTM C734, Low-Temperature Flexibility of Latex Sealants After Artificial Weathering

01 10 10 - 14

4.13.160 ASTM C834, Latex Sealants

4.13.161 ASTM C919, Standard Practice for Use of Sealants in Acoustical Applications

4.13.162 ASTM C954, Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84

mm) in Thickness

4.13.163 ASTM C955, Load-Bearing…