36C26118B0591-002.docx

36C26118B0591 Section M

1. SOLICITATION NUMBER

2. TYPE OF SOLICITATION

3. DATE ISSUED

PAGE OF PAGES

4. CONTRACT NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

6. PROJECT NUMBER

7. ISSUED BY

CODE

8. ADDRESS OFFER TO

a. NAME

b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE

DOCUMENTS (

Title, identifying number, date) 12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

STANDARD FORM 1442 (REV. 8/2014)

STANDARD FORM 1442

Prescribed by GSA-FAR (48 CFR) 52.236-1(d)

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

SOLICITATION

SOLICITATION

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SEALED BID (IFB)

NEGOTIATED (RFP)

11. The Contractor shall begin performance within ____________ calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable. (See _____________________________).

YES

NO

a.

Sealed offers in original and ___________________copies to perform the work required are due at the place specified in Item 8 by _____________ (hour) local time _____________________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, the date and time offers are due.

b.

An offer guarantee is, is not required.

c.

All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d.

Offers providing less than _______________________ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

36C26118B0591 X 08-16-2018 662-18-3-6468-0007 662-18-013 36C261 Department of Veterans Affairs VA Sierra Pacific Network (VISN 21) San Francisco VA Medical Center 4150 Clement Street San Francisco CA 94121-1545 karen.smith3@va.gov

Karen Smith

(415) 221-4810 25121 662-18-013 Replace and Correct Deficient Doors/Stairs/Electrical/Steam Line Place of Performance: 4150 Clement Street, San Francisco, CA 94121

NAICS CODE: 236220 Commerical and Institutional Building Construction

SMALL BUSINESS SIZE STANDARD: $36.5 MIL

IAW VAAR 836.204, Magnitude of Construction Project is between $500,000 and $1 mil

PROJECT DESCRIPTION: Contractor shall furnish all materials, labor and supervision to replace and correct deficient doors /stairs/electrical and steam lines.

The single organize site visit for this solicitation has been scheduled as follows:

Date: August 30, 2018 Time: 10:00am Pacific Standard Time (PST) Location: 4150 Clement Street, San Francisco CA, Building 2, Room 62

All provisions in this solicitation will be removed prior to contract award. Clause 52.229-3 (Federal, State, and Local Taxes) will be incorporated in any resultant contract. The contract price is to include all applicable federal, state, and local taxes and duties

Bid Bonds, Payment Bonds, and Performance Bonds shall all be required under the solicitation and any resultant contract.

In accordance with established public law, all bidders are required to be registered and current at www.sam.gov

This is a total Service Disable Veteran Owned Small Business (SDVOSB) Set-Aside IAW Public Law 109-461. SDVOSBs must be verifed in VIP and the SDVOSBs that are not verified will be considered non-represonisible to the requirement.

X X 52.211-10 X

11:00AM

09-17-2018 X

14. NAME AND ADDRESS OF OFFEROR

15. TELEPHONE NUMBER

16. REMITTANCE ADDRESS

CODE

FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of the solicitation, if this offer is accepted by the Government in writing within __________ calendar days after the date offers are due.

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

AMENDMENT

NUMBER

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER 20b. SIGNATURE 20c. OFFER DATE

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c 41 U.S.C. 3304(a) (

26. ADMINISTERED BY

27. PAYMENT WILL BE MADE BY

PHONE:

FAX:

28. NEGOTIATED AGREEMENT

29. AWARD

Your Contractor agrees offer on this solicitation is hereby accepted as to the items listed. This to furnish and deliver all items or perform all work requirements identified award consummates the contract, which consists of (a) the Government on this form and any continuation sheets for the consideration stated in solicitation and your offer, and (b) this contract award. No further cont-this contract. The rights and obligations of the parties to this contract ractual document is necessary.

shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31a. NAME OF CONTRACTING OFFICER

TO SIGN

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. AWARD DATE

BY

OFFER

AWARD

STANDARD FORM 1442 (REV. 8/2014) BACK

(Include ZIP Code) (Include area code) (Include only if different than Item 14.)

(Insert any number equal to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each) (Type or print) (4 copies unless otherwise specified) (Type or print) (Type or print) (Contractor is required to sign this document and return _______ copies to issuing office.)

(Contractor is not required to sign this document.)

(Must be fully completed by offeror) (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

Department of Veterans Affairs VA Sierra Pacific Network (VISN 21) San Francisco VA Medical Center 4150 Clement Street San Francisco CA 94121-1545 Department of Veterans Affairs FMS-VA-2(101) Financial Services Center

PO BOX 149971

Austin TX 78714-9971

Table of Contents

Testings

BONDS

INSURANCE

OVERHEAD

PROFIT

BRAND NAME “OR EQUAL” As stated in VAAR 852.211-73 paragraph (c)(1), if this bid proposes to furnish an “equal” product, the brand name, if any, of the product to be furnished shall be inserted here:

**Descriptive materials such as cuts, illustrations, drawings or other information necessary for the VA to determine salient characteristics may be included and or attached here. See VAAR 852.211-73.

CONTRACTOR CERTIFICATION REGARDING SAFETY AND ENVIRONMENTAL

Contractor Certification Regarding Project: 662-18-013

Number of serious, willful, or repeat violations from OSHA within the last 3 years. Please attach explanation for any violations. (Four serious, one repeat, or one willful disqualifies the contractor.)

Company’s Current Insurance Experience Modification Rate (EMR) = _____________ (Note: Contractor must support the EMR with a signed letter from Insurance Carrier on their letterhead.)

Signature: ______________________________________________

Typed Name: ______________________________________________________

Title: ______________________________________________________

Page 1 of

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

Scope of Work Project # 662-18-013 Replace and Correct Deficient Doors/Stairs/ Electrical/Steam Line San Francisco VA Health Care System

GENERAL INTENTION:

1. Contractor shall furnish all required labor, materials, equipment, and supervision to perform the work required by this Statement of Work and referenced attachments at the San Francisco VA Medical Center, 4150 Clement Street, San Francisco, CA 94121.

2. Project duration shall be 360 calendar days from the issuance of the Notice to Proceed by the Contracting Officer.

3. This project must be coordinated with the facility through the Contracting Officer's Representative (COR), to ensure that impacts to patient care and normal operations of the hospital are minimized.

SPECIFIC INSTRUCTIONS:

1. Per Spec Section 010000 on use of heavy equipment such as long reach fork lifts, cherry pickers, and cranes which will block roadways inside SFVA, contractor shall provide minimum 2 weeks’ notification to the COR for proper coordination with the VA Police. When parking spaces will be impacted, the minimum notification will be 4 weeks.

2. SFVA has on going agreement with the neighborhood community to limit construction work hours to Monday to Friday 7:00 AM to 6:00 PM. For weekends it shall be 8:00 AM to 6:00 PM. All after hours and weekend work shall be coordinated with the COR to allow adequate notifications to the neighbors.

3. All construction activities shall be coordinated with the COR to ensure that patient care and normal operations of the hospital will not be interrupted.

4. Provide a schedule of work to the COR within 14 days after Notice to Proceed.

5. After award of contract, in the schedule of values, the contractor shall identify the cost associated with each task of the project that will be applied to the invoice submittals.

WORK REQUIRED:

Task 1 – Replace/Create Doors at various Buildings:

Replace all doors listed below. See Attachment - A for door locations. Except otherwise noted, all replacement doors shall be exterior grade 90 minutes rating metal construction. Each replacement door shall be hung by continuous hinge; painted to match existing doors of their respective locations; plus, offset mounted 4” W x 24”H minimum rated glazing; plus 8”H minimum Stainless-Steel kick plates full width of door; plus, new exit hardware with cored lever on the outside; and new closure; and applicable to both leaves in the case of double doors. Note that where a kick plate is specified for a door regardless of the height, the door assembly must still retain the 1-1/2-hour fire rating.

1. Double Door at B200 Basement Exit into the Sunken Yard (For Location see Attachment A, Page1). Replace double door and frame. Install Stainless Steel 3-1/2 ft. tall kick plate, both leaves.

2. Double Doors at Building 200 Entrance into Building 2 (For Location see Attachment B). Remove and discard existing double doors and hinges and patch all holes on existing frame by approved methods to not compromise the 2-hour fire rating of existing walls at that location. Install a new 90-minute rated door frame in front of the existing frame and double doors to replace the removed doors. Note door swing shall be from Building 200 into Building 2. Work shall include relocating the existing door holding magnets from building 200 to work with the new door leaves. Per Attachment - B, position new door as noted to work with the relocated magnetic holders. Both new door leaves shall be hung with Stainless Steel full swing type 3 hinges. Install only flush mount exit crash bar hardware with top mount latching. Levers shall be coreless type. Caulk and paint gap in between the old and new frame for a seamless installation. Paint doors with color matching other stairwell doors of building 200. The existing pull station on the building 2 side shall be retained but relocated to work with the revised door swing. A new pull station shall be installed on the building 200 side and connected to the fire protection system of building 200. Contractor shall be responsible for all the work associated with integrating all the above into the existing fire alarm system of building 200 or building. The magnets shall be programmed to be released by the fire protection system of either building. Note that this hallway is heavily used by patient and staff and therefore must remain open to foot traffic. All work at this location shall be performed only in the weekends.

3. B200, Ground Floor Level, GA101 entrance door into Storage Closet. (For Location see Attachment A, Page 3). Glazing will not be required on this door. (Note the back door into the laundry chute is not to be replaced in this project).

4. B200, Ground Floor Level, Clinic exit into West Stairwell (For Location see Attachment A, Page3). – this area must be secured after hours. Work must be performed during afterhours. All hardware must be carried thru the exterior door of building 200 into the stairwell to reach the door location, not thru the interior clinic areas; and the same shall apply to the removal of all debris.

5. B200, Ground Floor Level, Clinic exit into East Stairwell (For Location see Attachment A, Page3). – this area must be secured after hours. Work must be performed during afterhours. All hardware must be carried thru the exterior door of building 200 into the stairwell to reach the door location, not thru the interior clinic areas; and the same shall apply to the removal of all debris.

6. B200, First Floor Level, Medical Practice exit into West Stairwell (For Location see Attachment A, Page 4). – this area must be secured after hours. Work must be performed during afterhours. All hardware must be carried thru the exterior door of building 200 into the stairwell to reach the door location, not thru the interior clinic areas; and the same shall apply to the removal of all debris.

7. B200, First Floor Level, Eye Clinic exit into East Stairwell - (For Location see Attachment A, Page 4). this area must be secured after hours. Work must be performed during afterhours. All hardware must be carried thru the exterior door of building 200 into the stairwell to reach the door location, not thru the interior clinic areas; and the same shall apply to the removal of all debris.

8. B200, Second Floor Level, Radiology exit into West Stairwell (For Location see Attachment A, Page 5). – Work must be performed during afterhours.

9. B200, Second Floor Level, Radiology exit into East Stairwell -(For Location see Attachment A, Page 5). Work must be performed during afterhours.

10. B200, Third Floor Level, OR Suite exit into West Stairwell (For Location see Attachment A, Pg. 6). – The OR Suites area has the most stringent Infection Control requirements of the hospital. All materials and debris must be carried into the site via the stairwells. Work areas must be completely segregated from the inside of OR and SPD by full plastic barriers sealing floor to the ceiling. Workers entering these areas must be fully suited up by OR gowns to be picked up from the OR and the SPD Reception Desks. Only after setting up the construction barriers can the existing door be removed and the new one installed. When setting up the barriers, before the barriers are fully operational, and when removing the barriers at the completion of work, all workers must be fully suited up since they will be physically in contact with the interior areas. Only carry the new doors up the stairwells, not thru the SPD area and the same shall apply to the removal of all debris. All work must be completed and all debris removed within the same day including painting. Work can only be performed from Friday after 6 PM thru Monday before 5 AM. In case any OR suite is needed to perform emergency surgeries, contractor may be instructed to immediately reinstall the existing door and terminate the work, to be recommenced after the completion of the emergency surgeries.

11. B200, Third Floor Level, SPD Suite exit into East Stairwell (For Location see Attachment A, Pg. 6)- the SPD area is one of the highest secured areas of the hospital. All requirements listed for the OR Suite exit into West Stairwell also apply to this door except as stated. All work must be performed in business hours within the same day under full escort by designated SPD personnel. Provide minimum 2 weeks’ notice to the COR to make this arrangement.

12. B200, Third Floor Level, double door adjacent room 3B-163 (For Location see Attachment A, Page 6) the replacement doors shall be smoke rated because the associated wall sections are smoke partitions. Levers shall be coreless type. Note the leaves of this double door open in opposite directions and shall retain that way. Note also the flooring is slightly higher on one side. Contractor shall be responsible for installing the correct smoke seal on the door leave that swings over the slightly elevated portion.

13. B200, First Floor Level, on the hallway wall entering Building 2, the short door that opens into duct chase. Replace this short door and frame with a standard size frame and door. Keep the upper height of the existing door and expand the door opening downward modifying the existing handrail as required. Glazing will not be required on this door. In lieu of exit hardware, install a lever type storage door lock set. Install a heavy gauge link chain across the inside of door opening to provide fall protection. Add a 12” wide ¼” thickness steel angle full width at bottom of new door opening on the inside bolted to concrete wall for additional safety measure. Note that a negative air system will have to be deployed during construction of this item.

14. B200, Third Floor Level, (For Location see Attachment A, Page 6), on the hallway wall entering Building 2, the short door that opens into duct chase. Replace this short door and frame with a standard size frame and door. Keep the upper height of the existing door and expand the door opening downward modifying the existing handrail as required. Glazing will not be required on this door. In lieu of exit hardware, install a lever type storage door lock set. Install a heavy gauge link chain across the inside of door opening to provide fall protection. Add a 12” wide ¼” thickness steel angle full width at bottom of new door opening on the inside bolted to concrete wall for additional safety measure. Note that a negative air system must be deployed during construction of this item.

15. B200 Penthouse Exit to Roof - (For Location see Attachment A, Page 7) replace both door and frame. Replacement door and frame shall be Stainless Steel construction. Install 3-1/2 ft. tall Stainless-Steel kick plate. Install a lever type storage lock set. Note that the exterior wall stucco of this building was previously identified by survey to contain ACM and shall not be disturbed unless by qualified workers and all work must be performed within the Glove Bag limitations.

16. B203, Penthouse Level, East Stairwell, the door exiting onto the roof – (For Location see Attachment A, Page 9) replace both door and frame. Replacement door and frame shall be Stainless Steel construction. Install a lever type storage lock set to match existing. Install 3-1/2 ft. tall Stainless-Steel kick plate. Note that the skim coat on the concrete stairwell walls and the original vinyl tile flooring of this building were previously identified by survey to contain ACM. They shall not be disturbed unless by qualified workers and all work must be performed within the Glove Bag containment.

17. B203, Penthouse Level, West Stairwell, the door exiting onto the roof – (For Location see Attachment A, Page 9) - replace both door and frame. Replacement door and frame shall be Stainless Steel construction. Install a lever type storage lock set to match existing. Install 3-1/2 ft. tall Stainless-Steel kick plate. Note that the skim coat on the concrete stairwell walls and the original vinyl tile flooring of this building were previously identified by survey to contain ACM. They shall not be disturbed unless by qualified workers and all work must be performed within the Glove Bag containment.

18. BLDG. 203, Basement Floor Level, Double door entrance from elevator lobby into Main Kitchen - (For Location see Attachment A, Page 10) - Remove and discard existing frame and double doors. Install new heavy-duty metal frame and doors with stainless steel 3-1/2 ft. tall kick plate and 12’ x 12’ center mounted glazing on each leaf. Replace the electric door operator in the hallway and install new electric door operator inside. Replace associated electrical controls and wall mounted push switches. Install heavy traffic motion sensor door opener activated during entrance and exit. The sensor must be able to be programmed to switch off after hours. Install new closure hardware/lock set matching existing (crash bar top mounted strike). Install holding magnet to keep the door opened if necessary. Door swing shall be from the hallway to the kitchen. Both door leaves shall be hung with heavy duty stainless steel full swing type 3 hinges. Remove existing guard posts and install stainless steel wall corner guards at the door entrance – Coordinate with the COR for exact locations before installing. The kitchen provides food to all inpatients of the SFVA hospital and is required to be operating between 6 AM and 7 PM each day, 7 days a week. Accordingly, work can be performed only between 7 PM and 6 AM. Door installation must be completed and fully operational within on 7 pm to 6 am period to provide full closure to the kitchen at all times and fully secured afterhours. Final finish work and painting can be performed in the next period but all gaps around the doors and wall segments must be fully sealed with quality plastic sheeting such as Visqueen to maintain the existing operating environment for the kitchen. Note this area has the most stringent infection control requirements. A full plastic barrier must be installed to segregate the kitchen from the work area before start of work and then removed before 6 AM at the completion to return the kitchen back into operations. Note that the gypsum wall board system at this location was previously identified by survey to contain ACM. They shall not be disturbed unless by qualified workers and all work must be performed within the Glove Bag containment.

19. B208, Basement Floor Level, east entrance Double door opening into the connector corridor to Building 203. (For Location see Attachment A, Page 11) Install Stainless Steel 3-1/2 ft. tall kick plate both leaves. Note that both leaves of the replacement double door shall open outward into the connecting corridor. Relocate the existing Card Key Access reader and the key code pad as needed to be at least two feet away from the door swing; and that the functions of both devices shall remain unaffected after the relocation.

20. B208, Basement Floor Level, hallway door into room BA-111. (For Location see Attachment A, Page 11) Glazing will not be required on this door.

21. B208, Basement Floor Level, inside room BA-111, (For Location see Attachment A, Page 11) door opening into the laundry chute room BA-112. Levers shall be coreless type. Glazing will not be required on this door. Note that the ceramic floor tile adhesive and grout of BA-112 was identified to contain ACM. They shall not be disturbed unless by qualified workers and all work must be performed within the Glove Bag containment.

Task 2 – Replace/Create Access Hatches at Building 200:

See Attachment - A for item locations. Replace the existing access hatch and create new hatches with new 90 minute rated Stainless Steel hatches 48”x30” minimum size. All hinges shall be continuous type. Install new lock set on each door. Lock shall be same type as on existing hatches in other locations. Patch walls and paint with color matching existing wall:

1. B200-1F- (For Location see Attachment A, Page 4) Hallway adjacent the freight elevator - create a new hatch to open into duct space at the identical location to the hatch of B200, first floor.

2. B200-2F- (For Location see Attachment A, Page 5) Hallway adjacent the freight elevator - create a new hatch to open into duct space at the identical location to the hatch of B200, first floor.

3. B200-3F-(For Location see Attachment A, Page 6) Hallway hatch adjacent the freight elevator – replace existing hatch that opens into duct space.

Task 3 – Modify B203 Penthouse Access Cage Gate:

See Attachment - A Page 8 for item locations. Modify all 3 doors with exit crash bar and lever type lock hardware. Touchup paint 2 coat matching existing color.

Task 4 – Paint Building 200 Penthouse and Building 203 Penthouse Floor Slabs:

See Attachment – A Page 9 for item locations. Thoroughly clean the existing concrete slab floor inside the entire Building 200 Penthouse and Building 203 Penthouse, and apply one coat epoxy floor paint to cover the entire concrete floor slab of the two Penthouses. Use only Volcrum type product with fiber mesh mid blue color. Before the cleaning and painting remove all existing pathway/hazard marking stripes and tapes and reinstall new stripes and tapes at same locations after painting.

Task 5 – Install New Treads and Landings at Building 203 Stairwells:

See Attachment A Page 8 for item locations. Remove and replace all existing stair treads, landings, and baseboard at the East and West exit stairwell of Building 203 from the basement level to the Penthouse. Replacement treads and landing shall match the material and color of the existing central stairwell installation. These two stairwells are heavily used and cannot be closed during normal business hours. Note the skim coat on the concrete walls of the stairwell were identified to be ACM and should not be disturbed. If needed the work shall be performed by trained workers and within the Glove Bag limitations.

Task 6 – Replace Louvers at top of Building 203 East and West Stairwells:

See Attachment – A Page 9 for item locations. Replacement louvers shall be the same size as existing, 90 minutes rating, with fuse link to open in case of smoke or fire. Each louver shall have a full coverage bug screen. The wall boards are suspected of ACM content that must be handled by trained workers and all work must be performed within the Glove Bag limitations.

Task 7 – Replace Plumbing Sleeves of Building 2 West Pipe Basement:

Per Attachment – C, replace all existing storm and sewer piping in this area (For Location see Attachment A, Page 1). All sanitary sewer pipes shall be replaced with laboratory grade acid resistant polymer pipping with all sleeveless junctions. All storm drain piping shall be replaced with steel piping using lugged joints. Work boundary of both the sanitary and storm mains shall be from the entrance door of the west basement at one end to the points of penetration at the building walls and roof slab on the other ends. All information provided in Attachment C is for contractor’s reference only. The contractor shall take due diligence to perform field investigation needed to adequately identify all dimensions, existing site conditions and utilities that may/will impact to completion of the work required. Hang all new piping per current building code seismic requirements and spec section 130541 whichever is more stringent applies. Work on the storm drains obviously must be performed during periods of dry weather. Shutdown of the Sanitary system must be scheduled to be performed during afterhours or weekends and the steam system must be restored back to service no later than 6 AM the following Monday. For work scheduling provide at least 3 weeks’ notice to the COR to allow adequate time to process all the shutdown requests.

Task 8 – Steam System Work Building 2 Basement Various locations and Building 210: (For Location see Attachment A, Page 1a) Item 1 - See Attachment – Basement Steam Pipe Lines and Pressure Regulating Valves Details and Legend Drawings. The contractor shall take due diligence to perform all field investigation needed to adequately identify all dimensions, existing site conditions and utilities that may/will impact completion of the work required. Note that the pipping insulation is suspected of ACM content that must be handled by trained workers and all work must be performed within the Glove Bag limitations. After completion of all repair and replacement work, reinsulate all the affected piping and components. Building 2, 3, 5, 210 relies on the steam system for heating and laboratory functions. Building 7 Canteen also relies on the steam for cooking. Any shutdown of the steam system must be scheduled to be performed during afterhours or weekends and the steam system must be restored back to service no later than 6 AM or the following Monday. For work scheduling, provide at least 3 weeks’ notice to the COR to allow adequate time to process notifications. The steam line and outfits work must be installed as per specifications and drawings. Contractor shall conduct all testing.

The contractor shall demolish and remove all existing steam line piping and associated equipment, fittings and valves in the basement of Building 2 and 3 as per indicated in drawings. The contractor shall install new 4” steam pipe and fittings and valves as per drawings. The contractor shall connect new pipes with existing lines at designated point of connection as indicated in the drawings. Contractor shall use Schedule 80 pipe and fittings. The contractor shall install 2 Pressure Regulating Valves (PRVs) systems. One PRV system shall be installed in the DW Pump Room in Building 3 and one PRV system in the Pump Room in Building 2. The Contractor shall install a 2 x 2 ½ “relief valve as indicated in drawings. All valves must accessible.

The Pressure Regulating Valve (PRV) system in the DW Pump Room in Building 3 must have a 4” Regulator with the pressure range of 20 to 80 PSIG. The Pressure Regulating Valve system shall include a ball valve a and supply gauge with a range of 0 to 200 PSIG, an isolation valve and a strainer upstream of the of the Pressure Regulating Valve, and a Discharge Pressure gauge with a range of 0 to 100 PSIG and a 2nd isolation valve on the downstream of the Pressure Regulating Valve. The system shall include a by-pass with a globe valve.

The Pressure Regulating Valve (PRV) system in the DW Pump Room in Building 2 must have a 3” Regulator with the pressure range of 10 to 50 PSIG. The Pressure Regulating Valve system shall include a ball valve a and supply gauge with a range of 0 to 82 PSIG, an isolation valve and a strainer upstream of the of the Pressure Regulating Valve. And on the downstream of the Pressure Regulating Valve, a Discharge Pressure gauge with a range of 10 to 50 PSIG and a 2nd isolation valve. The system shall include a by-pass with a globe valve.

Item 2 - Convert the existing steam based heating hot water system servicing the AHU in Building 210 ground floor utility room into an electrical based system. (For location see Attachment A Page 1A) The heat duty shall be minimum 500 KW. See Attachment – The Contractor is to identify power source to accomplish the requirement. Work shall include demolition of all the piping and components of the existing steam based system inside Building 210 utility room. Note the electrical based system shall be completed and ready to serve the building before the steam based system can be permanently disabled.

Task 9 – Electrical Work in B200 Basement: (For Location see Attachment A, Page 1) See Attachment – A for item locations.

Inspection of the electrical system is required. Scope includes demolition & removal of (2) existing (e) motor control centers ‘VSDC-A1’ & ‘EMCC-A’ to be replaced with (1) new panelboard and (4) new VFD (Variable Frequency Drive) controllers.

New Panel Board: Surface mount, NEMA 1, GE Spectra Series-42 space, 225amp, 277/480V-3Ø-4W, 42-kAIC, with MLO, including fully functional Multilin EPM 2200 power meter or approved equal. Panel shall include the following circuit breakers:

New VFDs: Toshiba Q9 series or approved equal. Locate VFDs on the wall adjacent to the new panel board. Contractor shall be responsible for programming all motor data in the VFDs, commissioning and tie back into the (e) Metasys system. The new VFDs shall operate with the same control functions as before.

Provide new feeders, hardware, control wiring, programming and other associated work as required to resupply the following 3Ø loads via new panel board and VFDs with same operation as before:

200-EF1 (50HP)

200-RF1 (20HP)

200-P5A (10HP)

200-P5B (10HP)

The location of new panel boards and VFDs must be coordinated with the San Francisco VA Medical Center. All information must be field verified and documented prior to commencing work. All work shall include an arc flash study and labeling, Selective Coordination Study and be fully compliant with the NFPA (National Fire Protection Association) and NEC (national Electrical Code). Shutdown of critical power must be preauthorized and only performed during afterhours. Power must be restored within 1 hour to minimize operational impact.

SPECIFICATIONS:

010000 GENERAL REQUIREMENTS

013323 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

013526 SAFETY REQUIREMENTS

014219 REFERENCE STANDARDS

015719 TEMPORARY ENVIRONMENTAL CONTROLS

017419 CONSTRUCTION WASTE MANAGEMENT

024100 DEMOLITION

028213 13 GLOVEBAG ASBESTOS ABATEMENT

079200 JOINT SEALANTS

081113 HOLLOW METAL DOORS AND FRAME

081710 INTEGRATED DOOR ASSEMBLIES

087100 DOOR HARDWARE

092216 NON STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

130541 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS

220523 GENERAL-DUTY VALVES FOR PLUMBING PIPING

220711 PLUMBING INSULATION

230510 COMMON WORK RESULTS for BOILER PLANT and STEAM GENERATION_2-18-11

230711 HVAC, PLUMGING, AND BOILER PLANT INSULATION

232213 STEAM and CONDENSATE HEAT PIPING

260511 REQUIREMENTS FOR ELECTRICAL INSTALLATIONS

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

262416 PANELBOARDS

262911 MOTOR CONTROLLERS

262921 ENCLOSED SWITCHES AND CIRSCUIT BREAKERS

264313 SURGE PROTECTION DEVICES

Attachment A – Item Locations. (Total 12 Pages).

Attachment B - Double Doors at Building 200 Entrance into Building 2.

Attachment C – Building 2 West Pipe Basement Plumbing Attachment D – Building 2,3,200 Pipe Basement Steam Lines Attachment D1- PRVs Details and Legend Attachment E – Building 203 Basement Kitchen Door

C.1 LIMITATIONS ON SUBCONTRACTING-- MONITORING AND COMPLIANCE (JUN 2011)

This solicitation includes VAAR 852.219-10 VA Notice of Total Service- Disabled Veteran-Owned Small Business Set-Aside. Accordingly, any contract resulting from this solicitation will include this clause. The contractor is advised in performing contract administration functions, the CO may use the services of a support contractor(s) retained by VA to assist in assessing the contractor's compliance with the limitations on subcontracting or percentage of work performance requirements specified in the clause. To that end, the support contractor(s) may require access to contractor's offices where the contractor's business records or other proprietary data are retained and to review such business records regarding the contractor's compliance with this requirement. All support contractors conducting this review on behalf of VA will be required to sign an “Information Protection and Non-Disclosure and Disclosure of Conflicts of Interest Agreement” to ensure the contractor's business records or other proprietary data reviewed or obtained in the course of assisting the CO in assessing the contractor for compliance are protected to ensure information or data is not improperly disclosed or other impropriety occurs. Furthermore, if VA determines any services the support contractor(s) will perform in assessing compliance are advisory and assistance services as defined in FAR 2.101, Definitions, the support contractor(s) must also enter into an agreement with the contractor to protect proprietary information as required by FAR 9.505-4, obtaining access to proprietary information, paragraph (b). The contractor is required to cooperate fully and make available any records as may be required to enable the CO to assess the contractor's compliance with the limitations on subcontracting or percentage of work performance requirement.

36C26118B0591 Section C

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SECTION D - PACKAGING AND MARKING

[For this Solicitation, there are NO clauses in this Section] 36C26118B0591 Section D

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SECTION E - INSPECTION AND ACCEPTANCE

36C26118B0591 Section E

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SECTION F - DELIVERIES OR PERFORMANCE

F.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

http://www.acquisition.gov/far/index.html http://www.va.gov/oal/library/vaar/

(End of Clause)

F.2 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 360 days after receipt of award. The time stated for completion shall include final cleanup of the premises.

36C26118B0591 Section F (End of Clause) Page 1 of Page 1 of

SECTION G - CONTRACT ADMINISTRATION DATA

[For this Solicitation, there are NO clauses in this Section] 36C26118B0591 Section G

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SECTION H - SPECIAL CONTRACT REQUIREMENTS

36C26118B0591 Section H

PART II - CONTRACT CLAUSES

SECTION I - CONTRACT CLAUSES