W912QR20R0022-0004.pdf

W22W9K00133892

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR19R0022 for the Full Facility Restoration of an Army Reserve Center located in North Little Rock, AR is hereby amended as follow s:

1. PLEASE SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 8

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 15-Jun-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR20R0022

X 9B. DATED (SEE ITEM 11)

25-Feb-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

15-Jun-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR20R0022-0004

W912QR20R0022

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMDT 0004 - SUMMARY OF CHANGES

Section 00 10 00 – Solicitation

The Price Breakout Schedule is hereby revised and replaced in its entirety.

A. The following SPECIFICATION SECTIONS have been revised and reissued:

01 02 00.00 48 Statement of Work Part 1 – Design Objectives, and Functional and Area Requirements

Part 6 – Architectural and Interior Design Part 7 – Structural Design

Part 9 – Plumbing Design Part 11 – HVAC Design Attachment P – Room by Room Supplemental Requirements

B. The following DRAWINGS have been revised and reissued:

Sheet CS-101 Site Plan.

Sheet A-107 AMSA Floor Plan.

- END OF SUMMARY OF CHANGES –

SECTION 00 10 00 - SOLICITATION

The following have been modified:

PRICE BREAKOUT SCHEDULE

PRICE BREAKOUT SCHEDULE

PROJECT: United States Army Reserve Center

LOCATION: Camp Pike North Little Rock, AR

PROPOSER’S NAME:

BASE PROPOSAL

Item No. Description Unit Amount

0001 Primary Facilities – Training Building job $

0002 Primary Facilities – OMS/AMSA Building job $

0003 Project Site Work job $

0004 Fire Pump & Enclosure job $

0005 Fire Pump Water Storage Tanks job $

0006 Communications Extension to Building 1 job $

0007 ADA Parking Areas and Associated Sidewalk job $

0008 Project Design Fees job $

0009 NPDES Construction Permit Fee job $ 800

Subtotal $

OPTION ITEMS

0010 Option ‘A’ - Operations and Maintenance – Army Reserve (OMAR) Funded Equipment Items job $

0011 Option ‘B’ – “Bona Fide Need" Operations and Maintenance, Army Reserve (OMAR) Funded Equipment Items – Army Reserve Side job $

0012 Option ‘B.1’ – “Bona Fide Need" Operations and Maintenance, Army Reserve (OMAR) Funded Equipment Items - Navy/USMC Side job $

0013 Option ‘C”– Convert DEPMDS area to MEP – aggregate surface job $

0014 Option ‘D’ – Convert DEPMDS area to MEP – pavement job $

0015 Option ‘E’ – West POV parking lot work. job $

0016 Option ‘F’ – East POV parking lot work job $

0017 Option ‘G’ – MEP parking lot work job $

0018 Option ‘H’ – Extend roof warranty 10 years job $

0019 Option ‘I’ – Extend roof warranty 20 years job $

0020 Option ‘J’ – Replace metal wall panels in lieu of repair and repainting. job $

0021 Option ‘K’ – Crane at OMS/AMSA Building job $

TOTAL BASE PROPOSAL + OPTION ITEMS $

Description of Base Proposal Items

(a) Item No. 0001 “Primary Facilities – Training Building” includes all Base Proposal construction work required within a line five feet outside of the Training building, except that work covered by Item No. 0002, 0003, 0004, 0005, 0006, and 0007.

(b) Item No. 0002 “Primary Facilities – OMS/AMSA Building” includes all Base Proposal construction work required within a line five feet outside of the OMS/AMSA building, except that work covered by Item No.

0001, 0003, 0004, 0005, 0006, and 0007.

(c) Item No. 0003 “Project Site Work” includes all Base Proposal work required beyond a line five feet outside the building excluding all site Option work, except that work covered by Item No. 0004, 0005, 0006, and 0007.

(d) Item No. 0004 “Fire Pump & Enclosure”, includes the cost for the Offeror to provide and connect a fire pump and enclosure.

(e) Item No. 0005 “Fire Pump Water Storage Tanks”, includes the cost for the Offeror to provide and connect the fire pump water storage tanks along with their associated concrete foundations.

(f) Item No. 0006 “Communications Extension to building 1” includes all Base Proposal work required beyond a line five feet outside the building necessary to provide communications connectivity to and within Building as described in the documents.

(g) Item No. 0007 “ADA Parking areas and associated sidewalk” includes all Base Proposal work required to provide two accessible parking areas and adjacent sidewalks as shown on Sheet CS101 Key Note 17.

(h) Item No. 0008 “Project Design Fees” includes the fees for the Offeror’s design professionals to complete the Base Proposal design, design for optional items A, B, B.1, and construction documents for the project.

(i) Item No. 0009 “NPDES Construction Permit Fee” includes the fee for the NPDES Construction Permit.

Amdt. 0004

(j) Item No. 0010 “Bid Option ‘A’ - Operations, Maintenance Army Reserve (OMAR) Funded Equipment Items

(Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to be permanently attached to the construction.

OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Metal lockers at Training Center Building Army Reserve side rooms 114 and 115. Navy/USMC side rooms 122, 123A.

2. Wire Mesh Caging at Training Center Building Navy/USMC side rooms 109A and 121.

This Option can be awarded within 120 calendar days from Notice to Proceed (NTP).

(k) Item No. 0010 “Option ‘A’ - Operations, Maintenance Army Reserve (OMAR) Funded Equipment Items (Items funded at or shortly after the time of construction award) ” includes all work required to furnish and install “OMAR Funded” equipment items which are considered to be permanently attached to the construction.

OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI OMAR Funded Equipment Items for this project consists of:

1. Metal lockers at Training Center Building Army Reserve side rooms 114 and 115. Navy/USMC side rooms 122, 123A.

2. Wire Mesh Caging at Training Center Building Navy/USMC side 103, and 121.

3. Wire mesh caging at OMS/AMSA Building rooms 08, 09, 10, 11, 13, and 14.

(l) Item No. 0011 “Option ‘B’ “Bona Fide Need” Operations, Maintenance Army Reserve (OMAR) Funded Equipment Items – Army Reserve Side (To be awarded within six months of BOD)” includes all work required to furnish and install “OMAR Funded Equipment Items” which are considered to not be permanently attached to construction. OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI “Bona Fide Need” OMAR Funded Equipment Items for this project consists of:

1. Freestanding metal shelving as per section 01 02 00.00 48 paragraph 6.5.17,18,19 and 20 at

Training Center Building Army Reserve side rooms 126, 129, D3.3.

2. Refrigerator Army Reserve side room Breakroom 238.

3. Undercounter refrigerator Army Reserve side room Lactation 113.

4. Microwave Army reserve side room Lactation 113 and Breakroom 238.

5. Window treatments as per section 01 02 00.00 48 paragraph 6.5.12.

6. Fire extinguishers as per section 01 02 00.00 48 paragraph 6.5.15.

7. Exterior ash/trash at exterior entries to the Army Reserve side (quantity of 3) and AMSA (quantity of 1).

This Option can be awarded within 600 calendar days from Notice to Proceed (NTP).

(m) Item No. 0012 “Option ‘B.1’ “Bona Fide Need” Operations, Maintenance Army Reserve (OMAR) Funded Equipment Items Navy/USMC Side (To be awarded within six months of BOD)” includes all work required to furnish and install “OMAR Funded Equipment Items” which are considered to not be permanently attached to construction. OMAR funded equipment is to be Contractor provided and Contractor installed (CFCI).

CFCI “Bona Fide Need” OMAR Funded Equipment Items for this project consists of:

1. Freestanding metal shelving as per section 01 02 00.00 48 paragraph 6.5.18, and 20. Navy/USMC side Room 111.

2. Window treatments as per section 01 02 00.00 48 paragraph 6.5.12.

3. Fire extinguishers as per section 01 02 00.00 48 paragraph 6.5.15.

4. Exterior ash/trash at exterior entries to the Navy/USMC side (quantity of 3).

5. Refrigerator Navy/USMC side rooms 104, 231, and 239.

6. Medical Exam Table in Room 232.

7. Dental Exam Chair in Room 233.

8. (2) Medical Cabinets. One each in Rooms 231,233.

9. Hand Sanitizer Station in Room 233.

10. Centrifuge in Room 233.

This Option can be awarded within 800 calendar days from Notice to Proceed (NTP).

(n) Item No. 0013 “Option ‘C’ – “Convert DEPMDS area to MEP – aggregate surface.”, includes the cost to design and construction to provide roadway resurfacing and extensions, new aggregate surface, and associated site work for a new MEP lot as shown

(o) Item No. 0014 “Option ‘D’ – “Convert DEPMDS area to MEP - pavement “ includes the cost to design and construction for paving within Option C areas as shown.

This Option can be awarded within 120 calendar days from Notice to Proceed (NTP).

Item No. 0015 “Option ‘E’ – “West POV parking lot work” includes the cost for design and construction to resurface the west POV lot and other associated sitework as shown.

(p) Item No. 0016 “Option ‘F’ – “East POV parking lot work” includes the cost for design and construction to resurface the east POV lot and other associated sitework as shown.

(q) Item No. 0017 “Option ‘G’ – “MEP parking lot work” includes the cost for design and construction to resurface the MEP lot and other associated sitework as shown. Note that new fencing, gate, and lighting in this area are included in Line Item 0003.

(r) Item No. 0018 “Option ‘H’ – “Extend roof warranty – 0 years” includes the cost for design and construction to extend existing roof warranty 10 years.

(s) Item No. 0019 “Option ‘I’ – “Extend roof warranty – 20 years” includes the cost for design and construction to extend existing roof warranty 20 years.

(t) Item No. 0020 “Option ‘J’– “Replace metal wall panels in lieu of repair and repainting” includes the cost for the design and construction to replace all metal wall panels on the Training Center and OMS/AMSA buildings. Note this options included deducting the cost of wall panel repair and replacement included in the base proposal.

(u) Item No. 0021 “Option ‘K’– Crane at OMS/AMSA Building” includes the cost to add one hoist to provide two directional lifting coverage for the area shown on the OMS/AMSA floor plan.

(End of Summary of Changes)

Army Reserve Center W912QR20R0022 North Little Rock, AR P2: 447933 D/B RFP Certified Final

September 2009 version 01 02 00.00 48 Part 1 - 1 of 11

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK. The objective of this solicitation is to renovate existing facilities in which the Using Units are able to effectively implement their Army Reserve support and training missions. These activities require sufficient space with up-to-date furnishings and equipment to support the Units’ full-time and Army Reserve personnel.

The renovated facilities will consist of (2) buildings and associated site improvements, complete and adequate for assignment as a United States Army Reserve Training Center. The buildings include Training Center Building 2 and Area Maintenance Support Activity (AMSA) Building 4 and its associated Controlled Waste Building and Vehicle Wash Platform. A fire sprinkler pump and associated water storage tanks may be required. Minor work required for the telecom utility extension to Building 1 is included.

1.1.1 Requirements stated in this RFP are minimums; design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality.

1.1.2 This project shall consist of the design and construction of an Army Reserve Center Full Facility Revitalization (FFR) as described in this RFP on Government-owned land at Camp Pike North Little Rock, Arkansas.

1.1.3 Bid Options. The Government has identified Option Items which may be included in the project, if available funds allow and government authorization is given.

The Option Items are listed individually on the Price Breakout Schedule.

1.1. Roof Work. The existing Built-Up Roofs on Buildings 2 and 4 are at the end of their warranty period. The base project does not include roofing work. Bid Options to extend the roof warranty 10 or 20 years are included in the price breakout schedule. A.

Attachment GG included the scope, specification, and details required for this work. The Government has identified two acceptable vendors for this work. Their contact information is included in Attachment GG.

1.2 DESIGN OBJECTIVES.

1.2.1 Applicable Criteria. Applicable design and construction criteria references are listed in this Statement of Work and in the Outline Technical Specifications. Criteria shall be taken from the most current references as of the date of issue of the RFP, unless noted otherwise. Referenced codes and standards are minimum acceptable criteria.

1.2.1.1 This RFP and its referenced documents define the necessary criteria to plan and design the Army Reserve Center FFR. Functional space requirements, including general lighting, communications, power, tempered air requirements, and finishes, are contained in (UFC 4-171-05), Army Reserve Facilities with Change 3 available on the

September 2009 version 01 02 00.00 48 Part 1 - 2 of 11

Whole Building Design Guide website, which also provides general criteria and guidance for the design of Army Reserve facilities. Typical functional space furniture layouts and inventories are provided in the RFP drawings; Contractor’s designers shall adapt these to the final floor plans.

1.2.1.2 Where manufacturer or vendor names are called out, the intention is generally to provide guidance on desired quality and features for the system or material.

Unless the manufacturer or vendor is identified as “sole-source,” or with similar language, the Contractor may provide the equivalent or better system or material of another vendor or manufacturer.

1.2.1.3 The project shall be designed and constructed using English (inch-pound) units of measurement.

1.2.2 Primary Consideration. The primary consideration of this solicitation is to obtain a Army Reserve Center FFR within funds available, and to maximize design quality. Offerors are encouraged to review the RFP to familiarize themselves with all RFP requirements.

1.2.3 Design Quality. Design quality is achieved through the optimization of interior planning, integration of the buildings with the site, sustainability, selection of building materials and systems for low-cost maintenance and operation, and an overall balance of esthetics and functionality. The Army Reserve encourages a project design of award-winning caliber.

1.2.4 Design Freedom. Requirements stated in this RFP are minimums.

Innovative, creative, or cost-saving proposals, which meet or exceed these requirements are encouraged, and will be considered more favorably.

1.2.4.1 The project conceptual design was developed by the Army Reserve, the Corps of Engineers, and an A/E design team; this conceptual design is accepted by the Government.

1.2.4.2 The conceptual design Drawings, this Statement of Work, and the Outline Technical Specifications, along with the other information and requirements in this RFP, serve as requirements for Contractor building design and construction completion, along with other code, regulatory and professional practice requirements. The extent of development of these RFP documents in no way relieves the successful offeror from responsibility for completing the design, construction documentation, and construction of the facility in conformance with Applicable Criteria and codes.

1.2.4.3 The conceptual design illustrates desired general arrangements, orientation, and adjacencies – it is not intended to dictate the final layout and image for the project.

The Contractor’s designers shall develop and refine the conceptual site and building design in their completion of the design and construction documents. Such development shall be consistent with the criteria and acceptable to the Government.

1.2.4.3.1 Numbers, sizes and locations of doors and windows indicated on the conceptual plans in this RFP are not intended to dictate the final fenestration design.

Part 1 - 3 of 11

However, the existing extent of exterior vision glass areas shall not be reduced. Refer to Attachment W for existing building drawings and Attachment V for photographs of existing building exteriors.

1.2.4.3.2 Exterior colors shall remain consistent with the existing buildings.

1.2.4.4 The Contractor shall accommodate minor site and building plan changes by the Government in the early stages of the design process, as a normal part of the design development process. The Contractor may adjust spaces, within the overall and specific functional area guidelines, as required to accommodate structural layout, and as necessary to provide adequate space for mechanical, electrical and communication spaces. The mechanical and electrical spaces must provide adequate space to safely and efficiently accommodate equipment operation and maintenance. The spatial relationships and adjacencies in the RFP drawings, however, must be maintained, unless the Contractor recommends changes to the Government, and the Government accepts such changes.

1.2.4.5 Not Used

1.2.4.6 The Contractor’s architect or interior designer shall select the final palette of colors and materials for building interior and exterior to produce a pleasing appearance, coordinated throughout.

1.2.5 Installation Design Guidance. Not Used

1.2.6 Energy and Resources Conserving Features. Public Laws 102-486 and 109-58, Executive Order 13423, and Federal Regulations 10 CFR 435, require federal buildings to be designed and constructed to reduce energy consumption in a life-cycle, cost-effective manner using renewable energy sources when economical. Products designed to conserve energy and resources by controlling the amounts of consumed energy or by operating at increased efficiencies should be considered. Minimum requirements for this project are listed in this Statement of Work.

1.2.6.1 Energy conservation techniques shall be considered as they relate to site design, site engineering, building design, and building engineering. Techniques which conserve energy, improve functionality, and can be justified by life cycle cost analysis as cost-effective are encouraged. Integration of energy conservation systems with the building design (lighting, structure, mechanical systems, and esthetics) is essential to facilitate functionality and maximum energy savings. If an alternative energy generation method is proposed for use as the project's primary energy source, documentation shall be submitted to the Contracting Officer, verifying the system’s reliability, life-cycle cost effectiveness, and ability to meet the project’s peak demand.

1.2.7 Sustainable Design. The project will not be registered with the GBC. The Contractor is required to demonstrate achievement of 32 points based on LEED 4.0 USGBC requirements. LEED worksheet and supporting data shall be submitted to the Louisville District for review and approval. All ASHREA and Sustainable building requirements are required. See also Part 14 of this Section and Section 01 33 29.10 06.

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1.2.6 Antiterrorism and Force Protection Considerations. Project design and construction shall comply with the Department of Defense Antiterrorism (AT) Standards for Buildings, UFC 4-010-01. The conceptual site and building design has been developed in general accordance with AT requirements.

1.2.6.1 Refer to the MEMORANDUM FOR PPMD titled “Implementation of UFC 4- 010-01 revision 12 Dec 2018” dated 22 January 2019. Privately Owned Vehicle (POV) Parking is permitted within the unobstructed space, however may be temporarily eliminated within the unobstructed space

1.2.6.2 Compliance with the minimum protective measures for DoD inhabited buildings, as defined in UFC 4-0101-01, is required.

1.2.6.3 For the purposes of ATFP criteria, the project costs for the FFR exceed the 50% of the Plant Replacement Value

1.2.6.4 Training Center Building 2 is an Inhabited Building.

1.2.6.5 AMSA Building 4 is a Low-Occupancy Building, and ATFP Standards do not apply to this building.

1.2.6.6 The Contractor shall complete an ATFP Checklist (header label of “DoD Minimum Antiterrorism Construction Standards – Checklist”) for the project to demonstrate compliance. See Attachment H.

1.3 CONTRACTOR RESPONSIBILITY.

1.3.1 The Contractor shall provide all labor, materials, equipment, supplies, permits, fees, and consultant services to design and construct this Training Center complex. The complex shall be a complete and usable facility, meeting the requirements of this RFP. The Contractor shall develop a complete site, building and interior design package.

1.3.2 Throughout the RFP, references are made to MCAR and OMAR funds. For clarification, this refers to the funding source – either Construction funds or Operations and Maintenance funds – for the Project. The funding source has no bearing on the Scope of the Work.

1.3.3 For purposes of clarification, this RFP identifies parts of the Project for which some responsibility is borne by the Government. The responsibility for some work items addressed elsewhere in the RFP is brought to the Contractor’s attention in the following table. If not identified as Government-furnished in the table below, or elsewhere, all work required by the RFP is the responsibility of the Contractor.

1.3.3.1 For items noted with an asterisk (*) below, Contractor is responsible for design of power, data, and other necessary mechanical or electrical provisions for the item.

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Item Designed by

Furnished by

Installed by

Makes final connection

Freestanding furniture Cont Govt Govt

Systems furniture * Cont Govt Govt Cont

Office equipment, portable * Govt Govt Govt

Office equipment, permanently installed *

Govt Govt Govt

Workbenches * Cont Govt Govt Cont

Break area and GO refrigerator(s) * Cont Cont Cont

Break area and GO microwaves * Cont Cont Cont

Bronze and aluminum “Minuteman” plaques

Cont Govt Cont

Security caging Cont Cont Cont

Metal utility storage shelving Cont Cont Cont

Projection screens * Cont Cont Cont

Bulletin and marker boards, tack strips

Cont Cont Cont

Window treatments Cont Cont Cont

Physical Fitness equipment * Govt Govt Govt

Vending machines * Govt Govt Govt

Medical Exam Table * Cont Cont Cont

Dental Exam Chair * Cont Cont Cont

Medical Cabinet (2 each) * Cont Cont Cont

Hand Sanitizer Station * Cont Cont Cont

Centrifuge * Cont Cont Cont

Shop equipment, portable * Govt Govt

Shop equipment, permanently installed *

Govt Govt Cont

Equipment racks in IT rooms * Cont Cont Cont

Arms Vault dehumidifier *

Arms Vault weapons racks Cont Cont Cont Cont

Govt Govt Govt

Fire extinguishers

Cont Cont Cont

Recessed walk-off mats

Cont Cont Cont

Secure Telephone instruments (STEs) *

Govt Govt Cont

Part 1 - 6 of 11

1.4 SURVEY AND GEOTECHNICAL INFORMATION.

1.4.1 The Contractor shall, at its own expense, obtain any additional information required to provide a complete and useable design. Refer to Part 3 of this section for additional information.

1.4.2 Preliminary Subsurface Characterization reports have been performed by a professional engineer, and are provided in Attachment A and B to this Statement of Work. Do not contact the engineer during the preparation of proposals for the solicitation. The Contractor shall perform its own geotechnical investigation to establish soil characteristics for site earthwork, foundation, paving and cathodic protection design and construction.

1.5 RFP DRAWINGS. The conceptual drawings are included as a part of this RFP to provide information and criteria for the Contractor’s completion of the design.

1.6 SPECIFICATIONS.

1.6.1 The Outline Technical Specifications are provided primarily in outline format.

They shall be utilized as design and submittal criteria, and minimum standards for the corresponding construction work, and shall be met or exceeded unless Contractor obtains specific Government approval for proposed reductions. These outline specifications shall not be considered complete and suitable for final construction specifications. Contractor’s designers shall expand the outline specifications to provide comprehensive, three-part, CSI-format Specifications and shall edit the Specifications to indicate actual products to be used in the construction. Final specifications shall include as a minimum, a description of the technical requirements, criteria for determining whether the criteria are met, and quality control requirements and procedures. The standards referenced in the outline specifications establish minimum requirements for the final construction specifications.

1.6.2 All Outline Technical Specification sections provided in this RFP may not be required for this project, and designers shall provide additional Specification Sections or items if necessitated by their final design or RFP requirements.

1.6.3 Some Outline Technical Specification Sections are more detailed and extensive than the majority; these represent the Government’s required specification approach to this project. Contractor’s designers must still take complete responsibility for the design and specification of the project, and shall satisfy themselves that these Sections are complete and suitable for the final design. Most of the outline specification sections are adapted from typical Government Unified Facility Guides Specifications (UFGS) and reflect Army Reserve-approved approaches and products. The outline specification requirements shall be used as the basis for selection of construction materials, products, and systems. Contractor’s final specifications shall be from UFGS.

Part 1 - 7 of 11

1.6.3.1 In the use of UFGS Specifications, the following order of priority applies:

1.6.3.1.1 First select Sections specifically developed for Army Reserve facilities. Such Sections have “48” as the fifth level of their MasterFormat 2004 numbering, such as Section 07 31 13.00 48. These Army Reserve-specific (RST) Sections can be accessed from the following website:

http://www.lrl.usace.army.mil/ed2/default.asp?mycategory=212

1.6.3.1.2 If no RST Section exists, select a Louisville District-specific Section (LRL), accessible from the same website. Such Sections have an “06” as the fifth level of their MasterFormat 2004 numbering.

1.6.3.1.3 If no Section described above exists, select an Army Section. Such Sections have an “10” as the fourth level of their MasterFormat 2004 numbering.

1.6.3.1.4 If none of the above Section exist, select a unified Section. Such Sections have no fourth or fifth level in their numbering.

1.6.4 In case of conflicts between the project-specific requirements in Section 01 02 00.00 48 or 01 03 00.00 48, and the requirements in the Outline Technical Specifications, Section 01 02 00.00 48 or 01 03 00.00 48 governs. This is true for all Outline Technical Specification Sections, including the more extensive and detailed Sections.

1.6 SITE. The site is described on the RFP drawings included as part of this solicitation, and consists of approximately 15 acres. The site is currently an Army Reserve Center. Site work includes all design and construction of site features described in the RFP, including but not limited to, site planning, clearing, grading, erosion control, site drainage, utility systems, pavements, pedestrian and vehicular circulation systems, signage, site lighting, landscaping, physical security measures, fencing, and site furnishings.

1.6.1 Special Utilities and Supplementary Construction. Refer to Part 3 of this Section.

1.6.2 Demolition Considerations and Requirements. Selective demolition is required for miscellaneous site work. Selective demolition is required for the exterior and interior renovation of Buildings 2 and 4. Selective demolition is required in building 1 for the network expansion work. Refer to the RFP Drawings. All remaining equipment and furniture that has been left in the building, becomes the contractor’s responsibility to remove from the project site. Coordinate with paragraph 1.7.5 – Contractor’s Use of the Site of this section. See Attachment V for photographs of some of the interior spaces.

1.6.3 Environmental Considerations and Mitigation Requirements. Should any suspected hazardous materials be encountered during site investigations or construction, the Contractor shall immediately stop work in the affected area, notify the http://www.lrl.usace.army.mil/ed2/default.asp?mycategory=212

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Contracting Officer, and await Contracting Officer’s direction before proceeding with additional work in the area.

1.6.3.1 The site has been identified as being in an area where average indoor radon concentration is not likely to exceed 2 picoCuries per liter.

1.6.3.2 Mold Prevention. Buildings must be designed and constructed to maintain space humidity at reasonable levels.

1.6.3.3 Buildings 2 and 4 were inspected for asbestos by the Government; asbestos containing materials (ACM) were identified at both buildings. Prior to any building demolition, the Contractor shall perform a thorough demolition-level asbestos inspection in accordance with applicable Federal, State, and local regulations. The goal of the inspection is to identify ACM, including that which may be located inside walls, above ceilings, under floors, and other inaccessible areas. The inspection shall be conducted by an accredited asbestos building inspector. Any ACM identified as a result of this inspection shall be treated as a changed condition. Refer to Attachment U for the Asbestos Reports.

1.6.3.3.1 Asbestos Survey – The Contractor shall comply with the requirements of UFGS specification section 02 82 00: Asbestos Remediation for selective demolition at all buildings. The Contractor will be required to complete an Asbestos Containing Material impact assessment.

1.6.3.4 The Contractor shall comply with the requirements of OSHA 29 CFR 1926.62

- Lead Exposure in Construction during building and structure demolition.

The hazardous waste criterion for lead wastes is established under the federal Resource Conservation and Recovery Act (RCRA), Subtitle C, as 5.0 mg/L measured with the Toxicity Characteristic Leaching Procedure (TCLP). In addition, the crushing or recycling of materials with LBP is strictly prohibited.

1.6.3.4.1 Lead Exposure in Construction – The Contractor shall comply with the requirements of UFGS specification section 02 83 00: Lead Remediation for selective demolition at all buildings. The Contractor will be required to conduct a Lead Based Paint hazard evaluation.

1.7.4 Site Development Constraints. Not Used

1.7.5 Contractor’s Use of the Site. Except for utility service provider access, required coordination with local agencies, and observation and oversight by the Government, the Contractor shall have complete use of the site within final limits of construction to be recommended by the Contractor and approved by the Government.

1.7.5.1 Security and Identification Requirements, see Section 00 08 00.00 06. All visitors/workers must obtain passes. Long term passes are available.

1.7.5.2 All construction traffic will use the Camp Robinsons Main Gate for access.

There are no mandatory haul routes defined within the Installation. The contractor shall

Part 1 - 9 of 11 coordinate the most direct path to the Camp Pike site with the government. Obtain government approval for variances.

1.7.6 Verification of Conditions. The Contractor shall field verify existing conditions prior to beginning work. The Contractor and the designers of record shall be responsible for investigating all differing site conditions, discrepancies, and field related issues that are encountered during the design and construction process. The designers of record shall be responsible for providing guidance to the Contractor for the resolution of all such issues. The Contractor shall provide notice to the Government of any such issues prior to proceeding and with sufficient time to avoid cost or schedule impacts.

1.7.7 Verification of Utilities. The Contractor and the designers of record shall be responsible for verifying the condition, location, and capacity for all utilities necessary for the project. The Contractor and designers of record shall further verify that all utilities will meet the requirements of this project.

1.7.8 Regulatory Compliance. The Contractor shall assure that the site development complies with all applicable local, State and Federal regulations. A list of known regulations is located in Part 2 of this Statement of Work. Timely acquisition of the necessary design and construction related permits shall be the responsibility of the Contractor. The Contractor, upon notice to proceed, shall immediately begin working on the permits so as not to delay completion of the project. The Contractor shall prepare permits, associated drawings, public notices, and other related documentation as necessary to successfully meet permit approval status. The Contractor shall pay for associated permit fees.

1.8 FUNCTIONAL AND AREA REQUIREMENTS.

1.8.1 The building designs shall provide building gross areas as indicated below.

The building gross floor areas may not increase or decrease in size without Government approval, except for minor deviations necessary to accommodate building systems.

Gross building area shall be calculated in accordance with TI 800-01, Chapter 5, Section 1.c. The minimum gross area of the buildings is a minimum requirement of this RFP.

1.8.1.1 Building 1 – No change to existing building gross area or room net areas is allowed.

Building 2 – No change to existing building gross area, approximately 77,871 SF existing.

Building 4 – No change to existing building gross area, approximately 11,480 SF.

1.8.2 Individual spaces shall meet the functional and environmental requirements based on UFC 4-171-05 paragraph listed in the Room by Room Supplemental Requirements in Attachment P, as well as any applicable code requirements and additional requirements noted in this Section.

1.8.2.1 The areas shown in the “Target Area” column of the table typically allow minor variation. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%, except as noted below or in the Room by Room

Part 1 - 10 of 11

Supplemental Requirements. If space sizes are varied, functionality and furniture requirements shall be maintained. Building gross minimum areas described in Paragraph 1.8.1 remain applicable.

1.8.2.1.1 Mechanical/Fire Protection work within existing kitchen spaces is included in this scope. No kitchen spaces size or layout changes are anticipated. The space layout, sizes, and equipment shall be maintained.

1.8.2.1.2 Areas and dimensions for these spaces may not vary: Assembly Hall, maintenance bays, weapons simulator rooms, and distant learning center/classroom.

1.8.2.1.3 Areas for these spaces may not be decreased: arms vault, mail room, Main TR, TR. The minimum width for TR is 8’-0”.

1.8.2.1.4 Minimum width of newly constructed offices shall be 9’-6” to accommodate furniture.

1.8.2.1.5 Not Used

1.8.2.1.6 Spaces with caging, such as Storage, Tools and Parts and others, shall have the number and size of cages shown on the RFP drawings or noted in the Room by Room Supplemental requirements as a minimum. Aisle widths shall be as shown on RFP drawings; aisle widths in Unit Storage and other large storage areas shall be 7’-0” minimum in width to accommodate movement of materials on pallet jacks.

1.8.3 Not Used

1.9 OPTIONS

1.9.1 Options. The Government has identified Option Items that they wish included in the project if available funds allow. The Option Items are listed individually on the Bidding Schedule

1.10 USER BACKGROUND INFORMATION

1.10.1 This facility will serve as a Training Center for the 63st Regional Readiness Sustainment Command.

1.10.1.1 This facility includes a full-time operated AMSA building.

1.10.2 There will be approximately 160 people working in Building 2 on a full-time basis Monday through Friday, and the largest drill weekend will have approximately 600 reservists using the facility. It is anticipated that the facility will be used three weekends per month for reserve training activities.

1.11 PROJECT PHASING REQUIREMENTS

1.10.1 The project will be designed as a single facility for the purpose of design submittals and reviews.

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1.10.1.1 The project will be vacated, constructed, and occupied in two separate phases. A 60-day period shall be allowed between phase for the government to move out of the Army Reserve side of the building and into the Navy/USMC side of the building. See Attachment BB for the project phasing plan.

July 2011 version 01 02 00.00 48 Part 6 - 1 of 13

PART 6

ARCHITECTURAL AND INTERIOR DESIGN

6.1 DESIGN GOAL. The overall architectural design goal for the facility is to provide a functional, visually appealing facility that is a source of pride for facility users, and the Installation. The RFP conceptual building drawings present a building design scheme which considers the Army Reserve program and which has been accepted by the Government. This does not preclude the Contractor from making improvements to the design so long as such improvements are consistent with the requirements of the RFP and acceptable to the Government. The building designs are conceptual; the Contractor shall finalize all elements of the design, including exact dimensions. In completing the design, the Contractor will be allowed some latitude in manipulating the plans to improve functional layout, to accommodate structural, mechanical, electrical and other systems, and to allow flexibility for design/esthetic expression. The spatial relationships and adjacencies, however, must be maintained, unless the Contractor recommends changes to the Government, and the Government approves such changes.

6.1.1 Site Planning Objectives. Provide a functional layout of building and site elements. The site plan should place emphasis on creating a safe work environment.

Arrange vehicular circulation to minimize conflict with pedestrian circulation. Pavement marking and signage shall clearly delineate traffic patterns, even to first time visitors to the site. Integrate sustainable design principles by retaining and using existing topography to advantage; preserve environmentally sensitive areas and reduce overall project impact on the site.

6.1.1.1 The site development plan shall show consideration for the site opportunities and constraints, program requirements, and specific site design criteria and guidance provided. See 6.4.5 Miscellaneous Exterior Elements and conceptual site locations on RFP Drawing CS101.

6.1.1.2 At Buildings 2 and 4, provide a minimum of one accessible pedestrian route linking handicap accessible parking areas with both the Army Reserve and Navy/USMC main entrances on the north side of the building. The accessible route shall be arranged to minimize the crossing of vehicular circulation routes. See conceptual accessible parking locations on RFP Drawing CS101.

6.1.2 Exterior Design Objectives. Not Used

6.1.3 Interior Design Objectives. Arrange spaces in an efficient, functional manner. Provide simple circulation schemes that allow easy wayfinding within buildings.

Use durable materials and furnishings that can be easily maintained and replaced.

Maximize use of daylighting and operable windows. Use interior surfaces that are easy to clean and light in color; avoid trendy or bright color schemes. Where feasible, arrange

Part 6 - 2 of 13 spaces to allow rearrangement of furniture layout. Structure interior spaces to allow maximum flexibility for future modifications.

6.1.3.1 The RFP provides basic finishes and a color palette for most spaces.

Contractor’s designers are encouraged to develop a more comprehensive finish and color palette for acceptance by the Government, including accent colors and finishes, especially for common-use areas of the building. Such finish and color palette shall include doors, door frames and window frames.

6.1.3.2 Functional space requirements are noted in Part 1 of this Statement of Work;

Contractor’s designer is to coordinate the layout with the Government. The Contractor shall develop restroom and locker room plan layouts in conformance with the requirements of this RFP and the Design Guide, for the acceptance of the Government.

Training Center building fixture counts shall be based on Design Guide requirements, and shall also comply with code and accessibility requirements but shall not reduce the quantities shown on the plans and in Attachment P. The Training Building male/female ratio is 2/3 male, 1/3 female. For Building 4, provide 20% of the code-required total fixture count requirements for women, and 80% of the total requirement for men.

6.1.3.2.1 Lockers; See Attachment P Room by Room Supplemental Requirements for locker numbers and sizes.

6.1.3.3 Where Contractor provides schedules, labeling or key plans (for signage, lockset keying, electrical panel schedules, communications/data wiring, etc.), Contractor shall use final room numbers if different from construction document room numbers.

Refer to UFC 4-171-05 for guidance on room numbering.

6.1.3.4 Special design emphasis should be given to the lobbies.

6.1.3.4.1 The lobby areas will serve as the formal entry to the facility. Finishes in this area shall be of higher quality and esthetics than in the other spaces, but durability and maintainability remains important. The floors shall be epoxy resilient flooring and shall include color changes and patterns to accentuate the higher quality image requirement.

and walls will be of abuse-resistant gypsum board, as a minimum. Designers should consider brick, tile, or specialty CMU (high-quality finish CMU such as glazed or burnished) products for walls. Corner guards shall be provided, and protective wainscoting or trim shall be provided for the walls. See Attachment P for other requirements. Minimum ceiling height of 9 feet.

6.1.4 Material and Product Selection Criteria. Materials shall meet the requirements of this RFP, which establish a minimum quality level. Higher quality materials will be evaluated more favorably.

6.1.5 Installation Design Guide Applicability. Not Used.

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6.2 Scope of Exterior Work: Building 2

6.2.1 Remove the ivy and paint material on the south east corner covering approximately 60 sq. ft. of masonry. Power wash all masonry and replace all masonry control joints. Tuck point 15% of the exterior masonry walls. If the DOR determines further tuckpointing is recommended, provide the quantity and cost to the government for approval.

6.2.2 Exterior metal wall panels. Base project shall include replacing damaged wall panels. Bid shall allow for replacing 15% of the existing wall panels. Clean and repaint all remaining wall panels. If the DOR determines additional replacement is recommended under the base bid, provide the quantity and cost to the government for approval.

6.2.3 Replace all exterior windows with new storefront or window systems compliant with ATFP and energy requirements. Retain full extent of the vison glass provided by the existing ribbon window systems.

6.2.4 Replace all aluminum entrance systems with new glazed aluminum framed entry systems.

6.2.5 All existing exterior doors and frames are to be replaced and to be prefinished or painted to complement the existing building

6.2.6 All existing miscellaneous steel to be painted to complement the existing building.

6.2.7 Provide Lightning Protection that is compatible with the roof and coping systems.

6.2.8 Replace large insignia unit signs at main entries.

6.2.9 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

6.2.10 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expired in 2019. No roof work is included in the base bid except as required for penetrations for new items addressed elsewhere in the RFP. Bid Options include extending the roof warranty 10 and 20 years including such work as required to obtain the extended warranty. The Contractor shall provide a roofing membrane overlay of the existing roof system including parapet cap flashing that extends the existing roof warranty to a 20 year No Dollar Limit Warranty (Labor and Material) down to the deck.

This shall include repair or replacement of any damaged existing roof & cap flashing system. The system must at a minimum provide either a 2 ply Modified Bitumen or a PVC felt backed 80 mil or greater fully adhered to the existing roof. Attachment GG includes a report of the existing roof.

Current Nation Roofing Program MATOC Contractors include:

CRAM Roofing, San Antonio TX, 210-694-7815 BRAZOS Roofing Int'l, Waco TX, 254-752-3988

Part 6 - 4 of 13

CURTIS MCKINLEY Roofing and Sheet Metal, Longview TX, 903-757-7402

6.2.11 Louvers to remain shall be painted to complement the building. All existing miscellaneous steel to be painted to complement the existing building.

6.3 Scope of Exterior Work: Building 4

6.3.1 Exterior metal wall panels. Base project shall include replacing damaged wall panels. Bid shall allow for replacing 15% of the existing wall panels. Clean and repaint all remaining wall panels. If the DOR determines additional replacement is recommended under the base bid, provide the quantity and cost to the government for approval.

6.3.2 Replace all exterior windows with new storefront or window systems compliant with ATFP and energy requirements. Retain full extent of the vison glass provided by the existing ribbon window systems.

6.3.3 Replace all aluminum entrance systems with new glazed aluminum framed entry systems.

6.3.4 All existing exterior doors and frames including overhead doors are to be replaced and to be prefinished or painted to complement the existing building

6.3.5 All existing miscellaneous steel to be painted to complement the existing building.

6.3.6 Provide Lightning Protection that is compatible with the roof and coping systems.

6.3.7 All existing stair handrails and guardrails are to be replaced and to be prefinished or painted to complement the existing building.

6.3.8 The existing roof on the building is currently provided with a modified bitumen roof with a warranty that expired in 2019. No roof work is included in the base bid except as required for penetrations for new items addressed elsewhere in the RFP. Bid Options include extending the roof warranty 10 and 20 years including such work as required to obtain the extended warranty. The Contractor shall provide a roofing membrane overlay of the existing roof system including parapet cap flashing that extends the existing roof warranty to a 20 year No Dollar Limit Warranty (Labor and Material) down to the deck.

This shall include repair or replacement of any damaged existing roof & cap flashing system. The system must at a minimum provide either a 2 ply Modified Bitumen or a PVC felt backed 80 mil or greater fully adhered to the existing roof.

Current…