W91238-09-R-0004-0007 Amendment 7.pdf

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

The purpose for this amendment is to incorporate the follow ing changes:

1. Section 01 10 00, paragraphs 3.3, 6.2, 6.3, 6.4, and 6.11

2. Suuport Contractors in Source Selection Organization verbiage added to Section 00800

3. Proposal due date extended to 16 April 2009

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 26-Mar-2009

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 W91238-09-R-0004

X 9B. DATED (SEE ITEM 11)

21-Nov-2008

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

26-Mar-2009

CODE

USACE SACRAMENTO DISTRICT

ATTN: CONTRACTING DIVISION

1325 J STREET-ROOM 878

SACRAMENTO CA 95814-2922

W91238 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W91238-09-R-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 08-Apr-2009 01:00 PM to 16-Apr-2009 03:00 PM.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

SUPPORT CONTRACTORS IN SSO

Special Information regarding the Source Selection Organization (SSO)

(1) Offerors are advised that employees of the firms identified below may serve as nongovernment advisors in the source selection process. These individuals will be authorized access only to those portions of the proposal data and discussions that are necessary to enable them to perform their respective duties. Such firms are expressly prohibited from competing on the subject acquisition.

Jacobs 4303 Farhills, Drive Austin, TX 78731

Huitt-Zollars 3131 McKinney 600 Dallas, TX 75204

(2) In accomplishing their duties related to the source selection process, the aforementioned firms may require access to proprietary information contained in the offerors' proposals. Therefore, pursuant to FAR Part 9.5054, these firms mustexecute an agreement with each offeror that states that they will (1) protect the offerors’ information from unauthorized use or disclosure for as long as it remains proprietary and (2) refrain from using the information for any purpose other than that for which it was furnished. To expedite the evaluation process, each offeror must contact the above companies to effect execution of such an agreement prior to the submission of proposals. Each offeror shall submit copies of the agreement with their proposal.

(End of Summary of Changes)

ii. (DIV and CORPS) Network Operations Center (NOC) – Security Classification Level of TOP SECRET

iii. Sensitive Compartmented Information Facility (SCIF) – Security Classification Level of TOP SECRET - SENSITIVE

COMPARTMENTED INFORMATION.

iv. Senior Leader Planning Room – Security Classification Level of TOP SECRET

v. Omitted

vi. Omitted

vii. Tactical SCI Vehicle Area (TSVA) – Security Classification Level of TOP SECRET-SECURE COMPARTMENTED

INFORMATION

(e) Omitted

(f) See the Adjacency Matrix in the appendix for the particular office functions included in each security zone and for description of the security zones.

3.3 TECHNICAL REQUIREMENTS

3.3.1 Site Design: The following site requirements are applicable to a Division Command and Control Facility.

(a) Overall Site Organization: The overall site features shall include parking for privately owned and organizational vehicles, an access controlled fenced, enclosed antenna farm, loading and service areas, an access controlled Tactical SCI

Vehicle Area (TSVA) for Tactical Vehicle parking, and an area near the rear entrance to the NOC/OC/SCIF area for storing transit cases for equipment. This area also includes a securable enclosed space for staging equipment for loading and holding equipment when it is offloaded from tactical vehicles.

(b) Drive/Entrance: A ceremonial drive and entrance area shall be provided on the community side (front door) of the C2F.

The ceremonial approach driveway shall provide a means for visitors and VIPs to be dropped off near the main entrance. The driveway shall be provided with a means of controlling access (e.g., mechanical gates with access control system).

(c) Parking: All parking areas shall be located in accordance with anti-terrorism and force protection requirements.

i. Privately Owned Vehicle (POV), Very Important People (VIP) and Visitor Parking: The required number of spaces including POV, VIP and Visitor Parking shall be equal to 90% of the total number of personnel working in the Command and

Control Facility. All parking areas shall be located within a quarter mile radius of the facility. 45 spaces shall be provided for visitor and VIP parking. Parking for Visitors/VIP/POVs shall be provided on the community side of the facility. The VIP parking shall be provided along the entrance driveway and/or the area in closest proximity to the C2F.

ii. Parking Area for non SCIF Ready tactical vehicles: A parking area for 18 HMMWVs with Trailers (High Mobility Multi-purpose Wheeled Vehicles) and General Officer non-tactical vehicles shall be provided. This area shall be adjacent and in close proximity to the Tactical SCIF Operations Area (TSVA).

iii. Tactical SCIF Vehicle Area (TSVA) (SZ 3): A secure parking area for not more than 6 HMMWV vehicles with trailers shall be located in an area immediately adjacent to the interior SCIF. The area shall be provided with the following features;

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Line will be given proper consideration and adopted accordingly. The plans in the ADG are the latest guidance and approved by the COS. In some cases these plans do not relate to the space programming requirements. Proposers are to use the

ADG plans.

4. Floor Plan (Appendix II, ADG) Adjustments:

4.1 Mailroom: Space is to be 300 to 350 SF in area with a counter running the length of the long wall (L-shaped to allow access). Mailroom shall meet all applicable criteria for mailrooms, including AT/FP.

4.2. SCIF: SAPS function is not required.

4.3. 2nd Floor: Space identified as "AV" is mis-marked. Space is really the "ADA".

4.4. 1st Floor: Elevators requiremachine rooms. For elevators in lobby use the rooms identified as "Elec" and "Stor" as needed. For elevator in rear corridor use miminum required space from "Break".

5. Antenna Farm Fencing:

5.1 Adjust Section 01 10 00, Paragraph 3.3.1.(d) to require Type FE-6 fence.

6.3. SITE PLANNING AND DESIGN

6.3.1. General:

Site Planning and Design shall be coordinated with the LDE and USACE for compliance with program intent. The

Development Site Plan will be completed by the Land Development Engineer (LDE). Any changes and refinements to the Development Site Plan will be included as part of future task orders.

6.3.1.1. Site Preparation

The Land Development Site Contractor will provide general site preparation and mass grading including:

· Clearing of all brush and vegetation from the Division HQ Development area. Removed vegetation will be stockpiled outside of Division HQ Development Area;

· Rough grading to plus or minus 0.3 feet of proposed subgrade elevation (assumed to be Finished Floor elevation as shown on Site Exhibits in Appendix J minus an assumed foundation depth per the rough grading plan) for proposed structures. Maximum allowable variation of the Finished Floor elevations is plus or minus 0.2 feet. Any additional fill or cut in order to meet the required minimum or maximum Finished Floor shall be the responsibility of the D/B Contractor.

On site stock piles are available for additional material or for disposal of excess.

· Rough grading will be performed by the Land Development Infrastructure Contractor. In areas that required fill during the rough grading, general compaction of fills between 90 to 95 percent of maximum density as measured by the

Modified Proctor with fill being construction in maximum 8 inch lifts. Compaction of final site to be verified by the D/B

Contractor’s geotechnical engineer.

· Any specific site preparation required to accommodate the foundation design prepared or proposed by the D/B

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6.3.2.3. The coordinates for two corners of the approved building location will be provided to the D/B Contractor in order for the D/B Contractor’s surveyor to stake the building location. D/B contractor shall provide LDE with approved

CADD floor plan 14 days prior to D/B contractor acquiring corner coordinates from LDE. LDE will provide survey control benchmarks and monumentation within 1000 feet of a proposed building corner for the D/B Contractor’s use.

6.3.2.4. Upon finalization of the footprint, D/B Contractor shall provide proposed building footprint, site orientation, and requests for deviations from the recommended finished floor elevation to the Government and LDE. Anticipated maximum finished floor height over finished pad is 14".

LDE will coordinate proposed buildings and finalize the placement of the buildings within the Division HQ

Development Site Plan boundaries. Desired building placement within the building envelope may be modified by the

LDE to ensure adequate spacing between structure and access is maintained. The coordinates for two corners of the approved building location will be provided to the D/B Contractor in order for the D/B Contractor’s surveyor to stake the building location. D/B Contractor shall provide LDE with approved CADD floor plan 14 days prior to D/B

Contractor acquiring corner coordinates from LDE. LDE will provide survey control benchmarks and monumentation within 1000 feet of a proposed building corner for the D/B Contractor’s use.

6.3.3. Site Functional Requirements:

6.3.3.1. Stormwater Management (SWM) Systems.

Storm Water Management – Construction storm water management shall be provided for the overall Division HQ

Development Area site by the Infrastructure Contractor. Upon turnover of the Division HQ Construction Sitelimits from the Infrastructure Contractor, the D/B Contractor shall assume responsibility for the SWPPP of the Division HQ

Construction Site. (See Appendix J for phasing and extents of the Division HQ ConstructionSite.) The D/B Contractor will coordinate his laydown spaces, haul roads, and fabrication areas with the overall site SWPPP with the LDE and

USACE.

6.3.3.2. Erosion and Sediment Control

Texas Pollutant Discharge Elimination System (TPDES)

D/B Contractor shall comply with requirement general permit number TXR150000. D/B Contractor shall provide and maintain his pollution prevention plan, which is to be coordinated with the LDIC overall SWPPP.

6.3.3.3. Vehicular Circulation.

(a) Not used.

6.4. SITE ENGINEERING

6.4.1. Existing Topographical Conditions

6.4.1.1. Survey control and a coordinate system based on state plane coordinates, and will be available at time of award.

This supersedes the statement in 6.4.1 above. Any discrepancies which are found in the survey information shall be brought to the attention of the Contracting Officer.

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6.4.2. Existing Geotechnical conditions: See Appendix A for a preliminary geotechnical report.

6.4.2.1. Borings, a boring location map, and the raw data on the subsurface conditions as described in Section 01 10 00, Section 5.2.2 from a nearby development are provided in Appendix A and are suitable for bidding purposes only.

Geotechnical data and boring logs are provided by the Government for informational purposes only.

6.4.3. Fire Flow Tests See Appendix D for results of fire flow tests to use for basis of design for fire flow and domestic water supply requirements.

6.4.3.1. The following supersedes section 6.4.3 above. Water pressure and flow at the building location is estimated, for bidding purposes, to be 2000 gpm at 55 psi residual pressure and 72 psi static pressure. Verify actual pressure and flow prior to construction.

6.4.4. Pavement Engineering and Traffic Estimates:

6.4.4.1. Not used.

6.4.5. Traffic Signage

6.4.5.1. Not used.

6.4.6. Base Utility Information

6.4.6.1. Temporary utilities (water, sewer, and electricity) during construction are not available at the project site It will be the responsibility of the D/B Contractor to truck water to the project site until new utilities are constructed by others.

Temporary water for fire protection will be available at the project site on or before 2 November 2009; installed by others. Installation and maintenance of the haul road will be the responsibility the sitework contractor. Upon completion of installation of temporary fire protection, temporary hydrants will be available as a water point source for construction on Division HQ Area Development Plan footprint. In order to use temporary hydrants, D/B Contractor will be required to establish an account with DPW and pay prevailing DPW utility rates. Routing of haul roads will be coordinated with other Product Line Design Build Contractors and Land Development Infrastructure Contractor (LDIC) performing concurrent construction of other product lines and site work within Ft Bliss so as not interfere with their construction activities. Until electrical utilities are constructed to the project site by others, it will be the responsibility of the D/B

Contractor to provide generators and any required permits for each generator for on-site electrical service. Once utilities are constructed to the project site, it is the responsibility of the D/B Contractor to arrange for and bear the cost of temporary electrical power and water service. Requests for temporary electrical power and water service, including installation of construction meters, should be made through DPW, not directly to the utility.

6.4.6.2. Permanent Utilities

Utility Information will be coordinated with the LDE, Land Development Infrastructure Contractor (LDIC), and COE representatives. Specific connection points will vary from Product Line to Product Line based on the utility main design.

Refer to Site Exhibits in Appendix J for locations of utility connections. Contact USACE Product Line Project Manager for drawings. Verify final locations prior to commencement of construction.

Prior to final design, D/B Contractor shall verify with the LDE the locations and sizes for utility services. One

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Line connection point for each utility will be provided for each building. LDE will specify the location of the point of connection. Permanent utilities will be available at the project site on or before 31 May 2010; installed by others. D/B

Contractor must notify USACE immediately if the utility connection size is not in accordance with his design.

Representatives of USACE and Ft. Bliss DPW are to observe all the final connections to all utilities. D/B Contractor is to provide USACE and Ft. Bliss DPW five working days advance notice prior to making final connections to all utilities.

• Gas – The natural gas distribution system for high pressure and medium pressure supply line has been designed by the

LDE and will be installed by the LDIC. Natural gas service will include a stub location as shown for each Product Line in the Site Exhibits in Appendix J. D/B contractor will be responsible for the piping from the stub location to the building, including installing and connecting to the gas meter. See Appendix BB for meter specifications and details.

D/B Contractor shall provide final gas load and desired service size to the LDE prior to finalizing design, but in any event, no later than 45 days prior to beginning building construction. D/B Contractor is to install a 1” conduit with pull wire from the Comm Room to the Gas Meter for future use by the UMCS system. D/B Contractor to install an

Accumulator (Neurologic Research Corporation Model 2200 or alternate approved by USACE) to interface with meter and building UMCS.

• Electricity – The electrical distribution system shall be provided by others. The LDE will design the ductbank routing from the site primary distribution to the location for the service entrance pad mounted transformer. D/B contractor shall provide the transformer and transformer pad over vault. Vault is to be provided by the LDIC. Electric meters shall be located at the transformer and shall be provided by the D/B contractor. See Appendix BB for transformer and meter specifications and details. D/B Contractor shall provide final building electrical loads, voltage requirements, and desired service locations to the LDE prior to finalizing design, but in any event, no later than 45 days prior to beginning building construction. D/B Contractor shall be responsible for all conduit, wiring, and connections from the secondary side of the transformer to the building. The LDIC shall make the connection to the primary side of the transformer once installed by the D/B contractor. D/B Contractor shall inform the COR and LDIC 45 days prior to needing the primary connection to the transformer. Additional circuits and conduits with pull wire from the building electrical panel for site and parking lighting shall be provided by the D/B Contractor. Coordinate with LDE for load and conduit requirements for site and parking lighting. D/B Contractor is to install a 1” conduit with pull wire from the Comm Room to the Electric Meter for future use by the UMCS system. D/B Contractor to install an Accumulator (Neurologic Research Corporation Model

2200 or alternate approved by USACE) to interface with meter and building UMCS.

• Water – The water distribution system design will be designed by the LDE and installed by the LDIC. Potable water service connection location will be provided in locations shown on Site Exhibits in Appendix J. D/B contractor shall be responsible for the piping from the stub location to the building, including providing, installing, and connecting to the water meter. See Appendix BB for meter specifications and details. D/B Contractor shall provide required water service demand to LDE prior to finalizing design, but in any event, no later than 45 days prior to beginning building construction. The D/B Contractor shall install a backflow preventer for the domestic water system in the Mechanical

Room. D/B Contractor is to install a 1” conduit with pull wire from the Comm Room to the Water Meter for future use by the UMCS system.

• Fire Sprinkler Service – See Section 6.4.1.1 above for anticipated fire flows and pressures. The D/B Contractor shall verify the fire flow requirement of the new facility and provide fire pumps as necessary. LDIC will provide a stub with a gate valve on the end. D/B Contractor shall be responsible for connection to the LDIC-installed stub and all downstream items including the post indicator valve, double detector check valve assembly, vault, and all piping between the service

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Section: 01 10 00 stub and building. D/B Contractor shall provide final building fire flow demand, to the LDE prior to finalizing design, but in any event, no later than 45 days prior to beginning building construction. The D/B Contractor shall install a backflow preventer for the fire protection system in the sprinkler control room.

• Sanitary Sewer – Sanitary sewer collection system design of the main lines shall be provided by the LDE and installed by LDIC. Design of the service lines from the facility to the connection point shall be provided by the D/B Contractor and coordinated with the design provided by the LDE. One sanitary sewer service will be provided as shown on Site

Exhibits in Appendix J. The D/B Contractor shall be responsible for the installation of two-way clean outs and all piping between designated point of connection and the building. Clean outs shall be provided with covers with indentations for opening by tool. D/B Contractor shall provide final building sanitary sewer design flow to the LDE prior to finalizing design, but in any event, no later than 45 days prior to beginning building construction. Invert elevations must be coordinated with the LDE prior to finalizing building design.

• Storm Drainage – Storm drainage system shall be designed by the LDE and installed by the LDIC and are shown on

Site Exhibits in Appendix J. Location and size for connection of roof drain leaders and other storm drain collection systems to the site storm water system must be coordinated with the LDE prior to finalizing building design, but in any event, no later than 45 days prior to beginning building construction. Invert elevations must be coordinated with the

LDE prior to finalizing building design.

•Communications/Cable TV/Telephone – Design of the trunk systems shall be provided by the installation. See

Paragraph SITE ELECTRICAL SYSTEMS for more information. Site communications conduit routing will be designed by the LDE and installed by the LDIC from the site primary distribution manhole to the building as shown on the LDE

Infrastructure Drawings. Conduits into the facility communication room are to be designed and installed by the D/B

Contractor. The LDE will design the conduit routing from the site primary distribution manhole to the building once the final location is determined in the Interim Design (per Section 01 33 16) by the D/B Contractor. See Section 01 10

00.3.3.5 (b) ii for additional requirements. Cable TV design and service to the building shall be provided by privatized utility. Cable TV conduit routing will be included in site communication duct bank. Telephone system distribution design shall be provided by others. See Paragraph SITE ELECTRICAL SYSTEMS for more information. Telephone system conduit routing will be included in the site communication duct bank. All D/B Contractor-installed conduits not requiring conductors will be installed with pull wires.

Communications Service Plans and Capacities and Local Telephone Service Plans will be provided by Fort Bliss

Directorate of Information Management (DOIM). D/B Contractor will determine requirements and capacity for each product line facility and verify with the DOIM that infrastructure being provided by the LDIC supports the requirements and capacity of the facility.

6.4.7. Cut and Fill

6.4.7.1. Not used.

6.4.8. Borrow Material

6.4.8.1. Not used.

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6.10.14. Not Used.

6.10.15. For mulitple contractor coordination at project site, see Paragraph 6.3.1.6 Coordination.

6.11. HEATING, VENTILATING, AND AIR CONDITIONING

6.11.1. General: Make building ready to Integrate the Control System to the Installation’s existing UMCS. The existing

UMCS is LonWorks Open.The integration will be done be others.

Is the Contractor to install UMCS M&C Software? No

6.11.2. System Selection: Current local utility rates for gas, electric, water and sewer are contained in Appendix K.

These are rates paid by Fort Bliss to the local utility providers and are for use in LEED energy cost calculations. Provide

CO2 sensors in return air stream to minimize the amount of outside air required to satisfy ASHRAE 62.1 requirements for building Indoor Air Quality. Provide one CO2 sensor in rooms with high occupancy variations, such as classrooms, conference rooms, and assembly halls.

6.11.3. Communication Rooms: Communications equipment rooms shall be air conditioned to space comfort conditions as per applicable criteria by separate year round direct expansion cooling systems.

6.11.4. Mechanical Room Ventilation: Mechanical, fire protection, electrical, and storage spaces shall be automatically ventilated to limit space temperatures to 10 degrees F above design outdoor air temperature.

6.11.5. Equipment Coordination: For Variable Air Volume (VAV) systems, limit size of any individual VAV box to approximately 2500 cfm to promote better zoning and fit of equipment to space available. All mechanical systems and equipment shall be coordinated with space available to prevent conflict with other building systems.

6.11.6. EMCS Base-wide System and Building Control Interface: A base-wide UMCS/EMCS system has been installed as part of a separate task order. The d/b contractor shall provide a 3/4" conduit with CAT VI cable from the EMCS router to the nearest comm room for connection to the building LAN. Integration to the base-wide system shall be done under separate contract and is not part of this scope of work. The building and UMCS/EMCS systemsshall be capable of running stand alone until such time it is integrated into the base-wide system. Energy saving controls are desired such as schedule start/stop, optimized start/stop, occupancy sensors, etc.

6.11.7. Existing IP Network: Existing IP network consist of Gig-backbone: 10/100MB to the user, 1GB between the end user building and ADN, and a 10GB core backbone.

6.11.8. Network Media: Existing network media consist of single-mode fiber optic.

6.11.9. Head-end hardware/Software location: Location of head-end UMCS hardware/software will be in Bldg. 777.

6.11.10. Operating Software: All desktops will require MS Windows XP Professional and all servers will require MS

Windows 2003.

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