T10_El_Paso_-Replace_Water_&_Sewage_Lines_-_Solicitation_-_47PH0418R0001...pdf

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SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

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".

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

b. An offer guarantee

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

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

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

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

47PH0418R0001

ACQUISITION MANAGEMENT DIVISION

ACQUISITION NON-PROSPECTUS

819 TAYLOR ST 12B01

FORT WORTH, TX 76102

Design/Build - Replace Domestic Water and Sanitary Lines, RC White Federal Building, El Paso, TX Building# - TX0272ZZ

7PQC

ACQUISITION MANAGEMENT DIVISION

ACQUISITION NON-PROSPECTUS

819 TAYLOR ST 12B01

FORT WORTH, TX 76102

47PH0418R0001

7PQC

Patrick L. Chapman 817-978-7012

#45065

10 / /2018 local time 0 / /2018

3 PM CST

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract 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.

copies to issuing office.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

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

20b. SIGNATURE 20c. OFFER DATE

7PQC

ACQUISITION MANAGEMENT DIVISION

ACQUISITION NON-PROSPECTUS

819 TAYLOR ST 12B01

https://finance3.gsa.gov/ / PBS PAYMENTS BRANCH

P.O. BOX 17181

FORT WORTH, TX 76102-0181 USA

John Morelion

U.S. General Services Administration

Public Buildings Service

Greater Southwest Region

Scope of Work Feb 21, 2018

1. Project Title: #45065, Replace Water & Sewer Pipes, RC White, El Paso, Tx.

2. Project Location: Building TX0272ZZ RC White Federal Building 700 E. San Antonio St.

El Paso, Texas 79901

3. Building Location Hours:

Normal working hours of the building occupants are from 6:00AM to 6:00PM, Monday through Friday, excluding Federal holidays. Work performed under this Contract shall be performed during normal working hours of the building occupants and shall not interfere with the operations of the building. Any work that may disrupt the building tenants shall be scheduled at times other than normal duty hours.

Sign In/Out: GSA Standard Form 139 will be posted at an agreed upon location at the job site.

All personnel employed on the job site shall sign in daily upon arrival at the job site and sign out upon leaving. The Contractor shall submit such log to the GSA On-Site Representative each Monday for the preceding week.

Contractor shall submit a list of the personnel that will work on this project to the Project Manager (PM), Contracting Officer’s Representative (COR), and Contracting Officer (CO).

Personnel list shall include name, date of birth and last four digits of social security number of each person

4. Purpose:

4.1 Contractor shall furnish all required labor, material, equipment and supervision necessary to perform all work required to replace existing domestic water and sanitary sewer lines and all related valves and accessories

4.2 Contract Requirement: The General Contractor shall enter into an Agreement with an A/E Contractor to obtain final plumbing shop drawings/design, submittal review and on-site construction progress review services

4.3 The project requires abating some identified asbestos on some pipeline insulation.

Estimated to be 500 LF. This will be done by an independent separate asbestos abatement contract to be awarded thru GSA. The General Contractor shall allow, schedule and coordinate asbestos abatement activities to be done with this abatement contractor. Asbestos abatement shall be done prior to removing any asbestos containing material. General Contractor to assign and consider a total non-working period of 60 days for performance of asbestos abatement activities, to be coordinated throughout the project based on Prime’s Contractor schedule for demolition. For information purposes, Attached find asbestos survey report.

Greater Southwest Region

5. Points of Contact:

5.1 Contracting Officer: John Morelion

Section Chief, Border Team, (7PQC)

ph. 817-978-0202 cell:817-805-6017 Greater Southwest Region, PBS Non-Prospectus Group U.S. General Services Administration 819 Taylor St., Rm 12B Fort Worth, TX, 76102

5.2 Project Manager Rodolfo Urias, P.E.

U. S. General Services Administration 700 E. San Antonio Rd. Suite 403 El Paso, TX 79901 Phone #: 915-245-3866 email: Rodolfo.Urias@gsa.gov

5.3 Property Manager: Silvia Terrazas

Property Manager Border Service Center-El Paso (7PSB) Region 7, GSA Public Buildings Service U.S. General Services Administration 700 E. San Antonio, RM 403 El Paso, TX 79901 Phone: 915-534-6050 Fax: 915-534-6051 Cell: 915-471-2218 silvia.terrazas@gsa.gov

6. Notice to Proceed:

6.1 The Contracting Officer is the ONLY individual from the Government that can give the contractor a notice to proceed.

6.2 Before any of the work within the scope of the contract is started, the Contractor shall confer with the COR (Contracting Officer Representative) and agree on a sequence of procedure; means of access to premises and building; delivery of material and use of approaches; use of corridors, stairways, elevators, and similar means of communications; and the location partitions, eating spaces for spaces for Contractor’s employees and the like.

6.3 After a Notice to Proceed (NTP) is given, the Contractor has 1 day to provide schedule for projects less than 1 month, 7 days for projects lasting more than one month.

Greater Southwest Region

7. Period of Performance: The total period of performance for this task order is 375 days (45 days plus actual construction PoP), and includes 45 calendar days for required security clearances, pre-work submittals, and material ordering and receipt, and 60 days assigned for the asbestos abatement contractor. Actual construction period of performance is 270 calendar days.

7.1 Project Schedule/Meetings: The General Contractor shall submit a Project Schedule based on the Period of Performance, within fourteen (14) calendar days of Notice to Proceed. The Project Schedule shall include architectural/plumbing shop drawings/design, and construction phases of the work and allowance for the Asbestos abatement activities. Incorporate Plumbing Shop Drawings/Design Development and 100% Construction Documents work phases required by the City of El Paso as delineated in the “Tenant Improvements Design and Construction Procedures,” reference design phases below in Section 12 -- Submittals. Work shall be performed after normal working hours and weekends to minimize tenant impact. Work that does not disrupt operations and can be accomplished during the day may be performed with prior coordination with GSA PM, GSA building manager and Tenants. Normal business hours are generally defined to be from 6:00 a.m. to 6:00 p.m. Monday through Friday.

7.1.1 Coordination Meetings:

7.1.1.1 Pre-design: One Pre-Design Meeting shall be conducted following award of the contract and prior to the start of Work.

7.1.1.2 Shop Drawing/Design review: Plumbing Review shall be required at 95% completion of the drawings to finalize any questions or concerns can be addressed before the final completion of the shop drawings.

7.1.1.3 Pre-construction: One Pre-Construction Meeting shall be conducted prior to the start of the Construction phase of the Contract.

7.1.1.4 Meeting location: The pre-construction meeting will take place at the site.

7.1.2 Construction Progress Meetings:

7.1.2.1 Progress Meetings: Progress meetings will be conducted weekly or more frequently if issues or concerns arise during the construction of the project.

7.1.2.2 Substantial Completion: One Substantial Completion Meeting shall be held following notification of the Contracting Officer by the General Contractor that the project is Substantially Complete.

7.1.2.3 Final Completion: One Final Completion Meeting shall be held following determination that the project is complete.

7.1.2.4 Meeting Locations: All Construction Progress Meetings shall be held at the construction site unless otherwise noted. Representatives of the General Contractor, A/E Contractor, City of El Paso and the GSA are required to attend.

Greater Southwest Region

8. Description of Work: Contractor shall provide all materials, labor, tools, equipment and supervision necessary to complete the tasks as outlined in the contract documents.

The project includes but is not limited to the following items:

Project is to replace water and sewer lines as follows:

Public restroom facilities and janitorial closet on each floor.

Agency restroom/locker rooms adjacent to the public restrooms on the fifth and sixth floor.

PVC waste and vent lines to sink in southwest corner of fourth floor.

Project will start where the pipes enter the building. Domestic water replacement will include all piping downstream of the most downstream shutoff valve in the mechanical room at the southwest corner of the first floor. Waste and vent piping will include all piping to the point the pipe exits the building. Replacement will terminate at each of the plumbing fixtures in each of the areas listed above. Replacement is up to but not including the fixtures such as WCs, Urinals, Lavatories, Mop Sinks, Drinking Fountains, Planters, etc. For water and sewer, lines, all pipes, cold, hot, vent, sewer, all sizes & types, all valves including fixture stops, final flexible connections, tees, Ys, elbows, traps, penetrations, sealing, pipe insulation, pressure testing, drains, clean outs, etc. It is anticipated that existing hangers can be re-used for this work.

Contractor shall notify the Contracting Officer if they identify any hangers that are not in condition for re-use. Branches or extensions to agency restrooms or sinks, Fire Pump or Fire Protection System or any other appurtenance not shown on drawings are not included in this work except as noted above. Restroom facilities shall be available not more than one floor up or down at all times during construction. Shutdowns and alternative methods for phasing/construction for continued of restroom use shall be planned and coordinated with GSA and the corresponding occupants. Contractor is to coordinate and notify tenants at each floor when restrooms are off so tenants can be directed to alternate facilities.

Contractor shall provide a separate price to install waterless floor drain trap seals as an optional bid item.

Project includes Contractor to perform and obtain the corresponding Permits, Perform an existing condition survey, Initial Scheduling and Monthly updates, Daily Progress Reports, Construction Photographs, Phasing Plan and Tenant Coordination, Mob & De-Mob, Supervision and Administration, including a Registered Mechanical Engineer, Cleaning Up per day during construction, Remove, Replace, Paint and Patch Walls, Floors and Ceilings as necessary, Closed out documents to include Final Record Drawings in Autocad and PDF format.

Greater Southwest Region

To assist bidders in the interpretation of the scope of work, the following is a list of pipelines, valves and other lines that are expected to be done/replaced under this project. The list is enumerative as an aid, and does not mean to be an all-inclusive of work to be done:

Demolition of All Water and Sewer Pipe Plumbing, to include but not limited to:

Cold Water, Hot Water, Vent. Piping, Sanitary Waste Water, etc.

At Vertical Risers P1, P2, P3, P4, P5, 4th Floor (Rm.#476, & 471), at Typical Pubic Toilets P1, P2, P3… F.B. Ground Floor, 7th Floor Water Treatment & Boiler Room, etc.

Remove pipe insulation, up to 2" diam Remove pipe insulation, 2" - 4" diam Pipe, metal pipe, to 1-1/2" diam Pipe, metal pipe, 2" to 3-1/2" diam Pipe, metal pipe, 4" to 6" diam

Pipe fittings, up thru 1-1/2" diameter Pipe fittings, 2" thru 4" diameter, Valves or strainers & similar, up thru 1-1/2" diam

Valves, strainers and similar,2" thru 3"

Vent flashing or vent caps, PIPE TESTING

Piping system id labels, pipe markers, Piping system id labels, valve tags, hydraulic test, for Domestic Water Distrib hydr test, 1" to 4", San Waste & Vent Syst hydr test, 6" to 10", San Waste&Vent Syst

Chlorination & Water Testing of New Domestic Water Distribution Pipe

Piping, purge or Flush With hypochlorite, hypochlorite, 50-gal (189 l) drum Testing, pH (extract: ASTM D2110) Testing, bromine number, ASTM D1159

Testing, chloride (microcoulomb) dormant

Testing, chloride/sulfur (par bomb), Testing, heavy metals (as lead), Final Piping, purge or Flush with Water, Greater Southwest Region

DOMESTIC WATER DISTRIBUTION PIPES AND FITTINGS

Domestic Water Piping, Cold Water Piping, Hot Water Piping

At P1, P2, P3, P4, P5 Vertical Riser, 4th Floor (Rm.# 476, & 471), F.B.

Underground Service, P1,P2, P3… Typical Pubic Toilets Cold & Hot Piping & Fitting, F.B. Ground Floor Pipes & Fittings, 4" Domestic Water from Meter to 4" CW Up to Domestic Service, 7th Floor Water Treatment & Boiler Room Piping & Fittings, etc.

Pipe, copper, tubing, solder, 1/2" diam Pipe, copper, 3/4" incl coupling&hangers Pipe, copper, 1" incl coupling & hangers Pipe, copper, 1-1/4" incl coupl & hangers Pipe, copper, 1-1/2" incl coupl & hangers Pipe, copper, 2" incl coupl & hangers Pipe, copper, 2-1/2" incl coupl & hangers

Pipe, copper, 3" incl coupl & hangers Pipe, copper, 4" incl coupl & hangers Tee, copper, wrought, 1/2" Tee, copper, 3" Tee, copper, reducing on the outlet, 3/4" Tee, copper, reducing on the outlet, 1" Tee, copper, reducing on the outlet, 1-1/4" Tee, copper, reducing on the outlet, 1-1/2" Tee, copper, reducing on the outlet, 2" Tee, copper, reducing on the outlet, 2" Tee, copper, reducing on the outlet, 3" Tee, copper, reducing on the outlet, 4" Elbow, 90 Deg., copper, 1/2" Elbow, 90 Deg., copper, 3/4" Elbow, 90 Deg., copper, 1" Elbow, 90 Deg., copper, 1-1/4" Elbow, 90 Deg., copper 2" Elbow, 90 Deg., copper, 2-1/2" Elbow, 90 Deg., copper, 3" Elbow, 90 Deg., copper, wrought, 4"

Valves & Hydrants Gate Valves at P1, P2, P3, P4, P5 Vertical Risers, at 4th Floor Pipes & Fitting (Rm.# 476, & 471), Gate Valves at Typical Pubic Toilets Cold & Hot Water, Gate Valve & Hose Bibb at F.B. Ground Floor, Gate Valve & Hose Bibb at 7th Floor Water, Treatment & Boiler Room Piping & Fittings, etc.

Hydrant, wall type, non-freeze, bronze Valves, bronze, gate, 125 psi, 3/4" Valves, bronze, gate, class 150, 3"

Greater Southwest Region

Valves, bronze, gate, class 150, 2-1/2" Valves, bronze, gate, class 150, 2" Valves, bronze, gate, class 150, 1-1/4" Valves, bronze, gate, class 150, 1" Valves, bronze, gate, class 150, 3/4" Valves, bronze, gate, class 150, 1/2"

Insulation & Identification Cold Water, Pipe Insulation at P1, P2, P3, P4, Risers, at 4th Floor (Rm.# 476, & 471), at Typical Pubic Toilets P1, P2, P3, at F.B. Ground Floor, at 7th Floor Water Treatment & Boiler Room, etc.

Insulation, pipe covering 1/2" iron pipe Insulation, pipe covering, 3/4" iron pipe Insulation, pipe covering 1" iron pipe size Insulation, pipe covering 1-1/4" iron pipe Insulation, pipe covering, 1-1/2" iron pipe Insulation, pipe covering, 2" iron pipe size Insulation, pipe covering, 2-1/2" iron pipe Insulation, pipe covering, 3-1/2" iron pipe

Shock Absorbers at Typical Pubic Toilets and Risers P1, P2, P3, P4, P5

Water hammer arrester/shock absorbers

SANITARY AND WASTE SYSTEM

Waste Pipe & Fittings at P1, P2, P3, P4, P5 Vertical Risers, at 4th Floor (Rm.# 476, & 471), at Typical Pubic Toilets P1, P2, P3, at FB Underground, Pipe, cast iron soil, 10' section, 6", Pipe, cast iron soil, 10' section, 4" Tee, cast iron soil, reducing, 5" x 4", Tee, cast iron, sanitary, reducing, 4" x 3" Tee, cast iron soil, reducing, 4" x 3" Tee, cast iron soil, tapped, 4" x 2" Tee, cast iron soil, sanitary, straight, 3", Tee, cast iron soil, reducing, 3" x 2" Tee, cast iron soil, reducing, 3" x 1-1/2" Y, cast iron soil, 4"

Y, cast iron soil, hub and spigot, 3", Double Y, cast iron soil, hub & spigot, 4"

Double Y, cast iron soil, 3", Double Y, cast iron, reducing, 2" x 1-1/2" Elbow, 90 Deg., cast iron soil, 2"

1/8 bend, cast iron soil, 2", gasket joint, 1/8 bend, cast iron soil, 4", 1/8 bend, cast iron soil, 6", 1/4 bend, cast iron soil, 6", Greater Southwest Region

1/4 bend, cast iron soil, 4", 1/4 bend, cast iron 2", Reducer, cast iron soil, hub and spigot, 6" x 4", gasket joint, includes gaskets

Vent Pipe & Fittings at Typical Pubic Toilets P1, P2, P3…4th Floor (Rm 476 & 471)

Pipe, cast iron soil, 10' section, 2", Coupling , cast iron soil, 1-1/2" Coupling cast iron soil, 2" 1/4 bend, cast iron soil, no hub, 1-1/2", 1/4 Bend, cast iron soil, 2", 1/8 bend, cast iron soil, no hub, 1-1/2", 1/8 bend, cast iron soil, 2", Tee, cast iron soil, , tapped, 1-1/2", Tee, cast iron soil, sanitary, 2", Tee, cast iron soil, tapped, 2" x 1-1/2", Floor Drains and Traps at Typical Public Toilets P1, P3…at 4th Floor (Rm.# 476, & 471), etc…

Drain, floor, 7" diam top, 2" and 3" pipe Traps, cast iron, running P trap, 2"

Cleanouts at P1, P3, Typical Public Toilets

Cleanout, wall type, 4" pipe

Cleanout tee, cast iron, 4",

8.1 General Architectural Design Requirements: This is a pipe replacement project;

hence a new full design is not required. However, there are no current plans available, so a survey of existing pipe locations, sizes, valves, etc. is requested to insure the quantities replaced are accurate, the extent of the work is well defined, the final scope of work understood clearly, and to coordinate shut downs and identify other lines connected to pipes being replaced, and as a baseline for progress payments, inspections, etc. It is the intent to have the Contractor to prepare these shop drawings/design for the water and sewer plumbing prior to start construction, hence the following clauses.

The General Contractor shall provide final and complete plumbing shop/design drawings and specifications incorporated into complete construction drawings. The construction drawings shall provide design and specification of requirements for modification to existing plumbing system. Shop Drawings/Design shall include all demolition and plumbing requirements. The A/E Contractor shall provide meeting documentation in the form of agenda, minutes, and action items for all meetings in support of this project attended by the A/E firm. Plumbing design, specification, and drawing modification shall be completed by the A/E Contractor

Shop Drawings/Design Phase-Architect & Engineer A&E Firm will develop Shop

Drawings to include demolition plan, elevations plan for plumbing (Water & Sewer), Greater Southwest Region construction/phasing schedule. In addition A&E will develop 100% construction drawings for permitting with local authority. Drawings will conform to all applicable building codes.

At each submittal stage, the Government will have 10 business days to review and approve drawing sets that will be provided to the Government in AutoCAD 2016 and pdf formats. In addition A&E shall provide to the Government a 100% set of construction drawings stamped and sealed to be submitted to GSA and permitting authority, and a complete set of electronic drawings saved and sent to GSA on a CD in AutoCAD 2016 and pdf format.

Construction Phase-to commence upon completion of 100% permitted construction drawings and whenever GSA Contracting Officer awards the contract and provides the Notice to Proceed.

9. Construction Requirements:

9.1 All work shall be performed in accordance to the latest International Plumbing Code and installed by a licensed plumber in the state of Texas.

9.2 Work shall be performed in phases to minimize building impact.

9.3 Work shall be performed after normal working hours and weekends to minimize tenant impact. Work that does not disrupt operations and can be accomplished during the day may be performed with prior coordination with GSA PM, GSA building manager and O&M contractor.

9.4 Contractor shall install new copper type K domestic water supply lines and all related accessories. When possible, New water supply lines shall be run in parallel to existing domestic water lines.

9.5 After installation of the new water lines, contractor shall remove all existing domestic water lines and related accessories.

9.6 Contractor shall remove all existing sanitary sewer lines and related accessories and replace with new Cast Iron sewer lines

9.7 Contractor shall remove all existing valves and related accessories and replace with new valves of matching size, capacity and functionality.

9.8 Due to the age and condition of the existing plumbing lines, contractor shall exercise extreme caution when replacing all lines

9.9 General Construction Requirements:

9.9.1 Contractor shall field verify all dimensions, location, specifications and capacities of existing equipment prior to commencing any construction work.

9.9.2 All openings in the perimeter walls or interior partitions must be covered with 13 gauge expanded steel mesh, firmly anchored to the wall studs inside the secured area. The area of any single opening should not exceed 100 square inches.

Greater Southwest Region

9.10 Miscellaneous:

Contractor shall patch and paint all openings and penetrations made as a result of the work required on this SOW. Contractor shall be responsible for all cutting and patching incidental to the work described herein. All openings shall be sealed with fire stopping material and repair/patch to match existing color, sizes, material such as paint, tile, etc. Contractor shall promptly repair/replace any damage to structures, elements, utilities, finishes, etc., occurring due to construction, as part of this contract

The contractor will be responsible for all permits and fees associated with the project. The project will require a City of El Paso Building Permit and ancillary inspections.

Coordinate all work with the GSA Project Manager and each of the Building Tenants Staff.

Properly protect all existing surfaces, furnishing and equipment in the area of the work.

Provide dust protection at all times to minimize dust infiltration to adjacent space.

Clean all work areas on a daily basis. Remove all debris from the space on a daily basis.

Materials to be brought to the site on an as needed basis. No storage is available on site.

At substantial completion of the project, the contractor will notify the GSA project manager to conduct a pre-final inspection.

9.11 Provide the following PRICE SCHEDULE OF SERVICES

BID STRUCTURE SHEET IS INCLUDED IN ATTACHMENT 3

Liquidated Damages: The contractor will provide all necessary labor, equipment and supervision to complete the scope of work with-in the allotted time in accordance with the plans and specifications. The project shall be completed within 3 calendar days after the Notice to Proceed (includes allowance of 60 days for asbestos abatement by others).

In the event the project is delayed because of the contractor, a daily liquidated damage rate of $130.00 will be applied for each calendar day of delay. This daily rate is an estimate to cover additional time expended by the Project Manager, Contracting Officer, and affected agencies.

Sustainability: Please refer to spec 01130 Section 1.4 Sustainability for All requirements, at a minimum the following will be required

Greater Southwest Region

11.1 Green Purchasing: See attachment 1: green purchasing requirements.

11.2 Waste Diversion: Fourteen days from Notice to Proceed, the Contractor shall submit to the Project Manager an updated Non-Hazardous Solid Waste Management Plan attachment 2: Waste Diversion Plan, to include (not limited to):

a) List of materials Contractor will reuse.

b) List of materials the Contractor will donate and name and address of donation recipient.

c) List of materials the Contractor will recycle and the name and address of the recycler. If Contractor receives recycling revenue, Contractor shall keep revenue and provide receipt for GSA for reference.

d) Name and location of solid waste landfill for non-diverted material.

12. Other Requirements:

12.1 Proposal Requirements:

12.1.1 Interest bidders shall submit a detailed proposal with a cost breakdown.

Cost breakdown shall be submitted in MASTERFORMAT 2014 (Unit Cost Data).

12.2 General Requirements:

12.2.1 Contractor shall field verify all dimensions, capacities and exact locations prior to the start of any work. Any discrepancies between field conditions and this SOW shall be immediately brought up to the PM/COR attention.

12.2.2 Contractor shall not commence work unless authorized in writing by the CO.

Only the CO, and no other person, is authorized to order the Contractor to start, stop and/or modify work.

12.2.3 All technical questions shall be addressed to the PM/COR for resolution.

12.2.4 Contractor shall not perform any work outside the written requirements in this SOW. Any changes to the SOW shall be authorized in writing by the CO in an official contract modification prior to performing the work.

12.2.5 All work shall be accomplished in accordance with contract specifications, technical requirements on this SOW and the Contract drawings, if any.

12.2.6 Prior to beginning any work, the Contractor shall obtain any related permits required to complete the work requirements stated in this SOW.

12.2.7 Contractor shall verify the location of all underground utilities prior to any excavation or demolition operation taking place.

12.2.8 Contractor shall provide continuous competent supervision and adequate number of skilled workmen, materials and equipment to complete work requirements and meet the project schedule.

12.2.9 Contractor shall not use the work area to store any equipment materials not belonging to the Government. All equipment and/or materials related to the

Greater Southwest Region work to be performed, that are property of the Contractor, are the Contractor’s responsibility to secure daily. The Government shall not be liable for equipment and/or materials that get lost or stolen from the work area.

12.2.10 Contractor shall provide temporary safety barriers, as necessary, to provide safety for the workers, pedestrians and vehicles during construction.

12.2.11 Contractor shall ensure all Contractor employees use appropriate protective clothing and equipment at all times.

12.2.12 Contractor shall maintain a clean and safe work area throughout the period of construction. Contractor shall, at the end of each day, remove all debris and hazardous and potentially dangerous materials used in the work site and surrounding areas adjacent to the work site. On completion, Contractor shall leave premises in a thoroughly clean condition to the satisfaction of the

PM/COR.

12.2.13 Contractor shall remove and dispose of excess materials, debris or waste at an approved off-site location in accordance with applicable Local, State and Federal laws and regulations, and pay any related fees. Burning or burial of materials is not permitted. Contractor shall not use existing, onsite, disposal receptacles intended for use by building occupants.

12.2.14 Although this SOW identifies specific elements of construction, it is the Contractor’s responsibility to provide any and all elements which are incidental to the functioning of the work to be provided.

12.2.15 All materials, finishes and hardware shall be selected for their ease of maintenance, high durability, and local availability, and shall be coordinated with those currently used in the building. Restoration of damaged elements or surfaces shall be promptly executed in like materials, as part of this contract.

12.2.16 Contractor shall be responsible for all cutting and patching incidental to the work described herein. All openings shall be sealed with fire stopping material. Contractor shall promptly repair/replace any damage to structures, elements, utilities, finishes, etc., occurring due to construction, as part of this contract.

12.2.17 Contractor shall bear full financial responsibility for any damages caused by the Contractor, or the Contractor’s employees, due to negligence or failure of the Contractor to ensure that reasonable precautions are taken to prevent damages caused by contracted work, to either public or private property.

Any damage to property shall be repaired by the Contractor, at no cost to the Government, to match original conditions.

12.3 Applicable Codes and Regulations:

12.3.1 Contractor shall ensure that all contract work is accomplished in compliance with all building, Local, State and Federal Codes and regulations (the most stringent of the codes shall be enforced).

Greater Southwest Region

12.3.2 All conflicts and requests for interpretation or clarification shall be submitted to the PM/COR for resolution.

12.3.3 All work shall conform to the current regulations of the Environmental Protection Agency (EPA), and the Occupational Safety and Health Administration (OSHA).

12.3.4 Contractor shall not submit plans or specifications, or requests for clarification, to any local authority without the prior approval of the PM/COR.

12.3.5 All work performed under this contract shall meet or exceed the current ASME A-17.1 Elevator Safety Code, uniform Federal Accessibility Standards and all building, NEC and Fire Safety Codes.

13. SECURITY CLEARANCES:

The facility in which work will take place is owned or leased by GSA. All Contractor personnel will be required to undergo GSA/FPS background investigations and receive an appropriate fitness determination. Detailed instructions will be provided once a contract has been awarded.

13.1 It is recognized that adhering to the Government’s security & clearance requirements can be a long and confusing process. Your requesting official (RO) is available to assist with any and all questions during this period. Contractors that have successfully navigated this effort typically assign a dedicated employee to track and follow-up on the status of personnel clearances.

13.2 Contractors, who neglect this process, underestimate the amount of effort that will be needed or otherwise fail to manage their workers, inevitably encounter long delays and much confusion regarding the status of their personnel. This can result in unfavorable performance reviews at the end of the project and may adversely affect the Contractor’s ability to obtain future work with the Government.

13.3 All inquiries regarding this process shall be made to zoneB-hspd12@gsa.gov or by dialing phone number (817-978-0691) or (404-331-1002).

13.4 Special Circumstances: In addition to the GSA security process, Customs and Border Protection requires all individuals working in their facilities pass their background check prior to working in their facilities. All individuals will be required to submit their full name, date of birth and Last 4 digits of their Social Security Number to CBP for their background check. This information must be submitted to the Project Manager a minimum of 72 hours prior to entering the secured areas of the facilities for any reason. This includes all pre-bid and pre-construction meetings as well as all employees of the Contractor awarded the project.

14 Government Furnished Items:

14.1.1 None provided

14.2 Ownership/Occupancy:

14.2.1 The building is a U.S. Government owned facility.

14.2.2 The premises will be occupied during the performance of work.

Contractor shall ensure all employees working at the job site abstain

Greater Southwest Region from disturbing building occupants and any items not belonging to the Contractor. Contractor’s employees shall comply with the building’s code of conduct and regulations. Contractor shall require all employees shall remain within security confines and comply with all security access instructions delineated by the Building Manager.

14.3 Warranty:

14.3.1 Contractor shall guarantee all work to be in accordance with contract requirements and free from defective or inferior materials, equipment, and workmanship for one (1) year after the date of final acceptance of the work, or date of beneficial occupancy, whichever comes later.

14.3.2 Faulty work, defective product or part(s) shall be repaired or replaced at no cost to the Government. All manufacturer’s warranties shall be passed on to the Government and defective parts shall be replaced without added handling surcharges, return fees, freight, restocking fees or other miscellaneous costs.

15 Submittal: Contractor shall submit for approval to the PM/COR five (5) sets for each material of all manufacturer’s literature, samples, color charts, specifications and/or drawings for the materials listed below

NOTE: Drawings shall be In compliance With PBS CAD Standards. Discs and covers shall be labeled with GSA Project Name and Number, and Submittal Date.

Design Submittals:

As stated before, This is a pipe replacement project; hence a new full design is not required. However, there are no current plans available, so a survey of existing pipe locations, sizes, valves, etc. is requested. Contractor is to prepare these shop drawings/design for the water and sewer plumbing prior to start construction, hence the following clauses.

15.1 Pre-design report: This report shall include the requirements of the customer agency as indicated above, as well as the documentation of the initial site visit. Clearly indicate on all cover sheets “”PRE-DESIGN REPORT”. This report shall include five (5) copies and be comb bound 8-1/2”x11” with 11”x17” fold-outs as required.

15.2 Shop Drawing/Design Submittal: This submittal shall include five (5).

Specifications, reports and drawings shall be bound separately. Clearly indicate on all cover sheets “FINAL (100%) SUBMITTAL”. All drawing sets for this submittal shall be 36 x 24. Additionally, this submittal shall include (1) CD containing electronic copies of all documents. The CD shall include one copy of all documents on PDF format and one copy of all documents in editable format as described in section 6 below. THIS SUBMITTAL WILL BE PROVIDED TO THE GSA Fort Worth Office FOR REVIEW, APPROVAL AND THEIR RECORDS.

ANTICIPATE TOTAL 15 DAYS FOR GSA FW APPROVAL. THESE

DOCUMENTS SHALL BE THE BASIS FOR A CITY OF EL PASO BUILDING

PERMIT.

15.3 As-Built Drawings: Contractor shall be responsible for the preparation and submittal of as-built drawings depicting changes and additions made to

Greater Southwest Region mechanical and electrical equipment. As-built drawings shall be professionally prepared and submitted in both electronic and paper copies.

This submittal shall include five (5). Specifications, reports and drawings shall be bound separately. Clearly indicate on all cover sheets “AS-BUILT”. All drawing sets for this submittal shall be 36 x 24. Additionally, this submittal shall include (1) CD containing electronic copies of all documents. The CD shall include one copy of all documents on PDF format and one copy of all documents in editable format as described in section below. THIS SUBMITTAL WILL BE PROVIDED thru the GSA PM TO THE GSA Fort Worth Office FOR THEIR RECORDS.

Materials Submittals:

15.4 Water supply lines

15.5 Valves and Miscellaneous

15.6 Drain waste lines

15.7 Contractor shall provide documentation that ascertains that any equipment proposed as “or equal” to that specified by the SOW meets all essential characteristics and performance requested by the Government.

15.8 All documentation requiring review shall be provided prior to purchasing any materials and/or equipment

15.9 All materials to be incorporated into this project such as Finishing Material like Paint, Ceramic Tile, etc.

15.10 Construction Daily Reports

15.11 Work Schedule: Contractor shall submit a work schedule detailing the dates of all phases of work and a detailed plan of how Contractor will accomplish the work to be performed under this contract.

15.12 O&M Manuals: Contractor shall be responsible for the preparation, coordination, execution and submittal of all equipment Operation, Maintenance and Repair Manuals, including spare parts list and special tools required, as applicable, and shall conduct any necessary training for operating and service personnel.

15.13 Waste Diversion Submittal: Pre-construction

15.14 Waste Diversion Submittal: Post-construction

15.15 Green Purchasing items

15.16 Product Brochure information

Greater Southwest Region

1. Attachments:

1.1 Attachment 1: Green Purchasing

1.2 Attachment 2: Waste Diversion Plan

1.3 Attachment 3: Pdf Drawings for a Floor Plan.

1.4 Attachment 4: Pdf Drawings for Building Riser Diagram.

1.5 Attachment 5: Pdf Drawings for Typ Public Toilet.

1.6 Attachment 6: Pdf Condition Report

1.7 Attachment 7: Pdf fDrawings for Agency restroom/locker rooms adjacent to public restrooms on the fifth and sixth floor.

1.8 Attachment 8: Asbestos Survey Report

2. Closeout Plan:

Provide the following closeout documents upon completion of work

2.1 Customer Acceptance Verification

2.2 Certified Payrolls

2.3 Claims Release

2.4 Final Punch List Completion Verification

2.5 Financial Closeout

2.6 Warranty Letter and Information

Greater Southwest Region

Attachment 1: Green Purchasing

Sustainability:

Greater Southwest Region

Attachment 2: Waste Diversion Plan

1. Submital Type: Pre-Construction or Final (Circle Appropriate Type)

2. ePM Number: (Should receive from GSA PM)

3. Field Office: Circle Appropriate Field Office: (Oklahoma City, Tulsa, New Mexico, Little Rock, Shreveport, Tyler, New Orleans, Baton Rouge, Dallas, Fort Worth, Lubbock, Houston, Austin, San Antonio, McAllen, El Paso)

4. GSA Project Manager:

5. Contract Number:

6. Categories to Track:

6.1 Carpet: (rolled or tiled) Weight(lbs):

6.2 Architectural:(doors,windows,frames,millwork) Weight(lbs):

Recover Method:

Recover Method:

6.3 Ferrous Metals:(structural steel, studs, rebar) Weight(lbs): Recover Method:

6.4 Non-Ferrous: (wire, piping, duct) Weight(lbs):

6.5 Aggregate: (concrete,brick,blocks) Weight(lbs):

6.6 Plumbing Fixtures: (sinks,toilets,urinals) Weight(lbs):

6.7 Furniture: (Systems, casual, equip.) Weight(lbs):

6.8 Ceiling/Wall: (gypsum, tiles) Weight(lbs):

6.9 Roofing: (Shingles, Paper, membrane) Weight(lbs):

6.10 Other: (any other material, packaging, etc) Weight(lbs):

Recover Method:

Recover Method:

Recover Method:

Recover Method:

Recover Method:

Recover Method:

Recover Method:

7. Landfill Hauler:

8. Landfill Waste:

Recover Method: Reuse, Recycle, Donation

PROPOSAL SUMMARY

Project Number and Name:

Building Number and Name:

RFP Number:

PREPARED BY: DATE:

DIVISION DESCRIPTION MATERIAL LABOR EQUIPMENT TOTAL

Division 02 Existing Conditions $ - $ - $ - $ -

Division 03 Concrete $ - $ - $ - $ -

Division 04 Masonry $ - $ - $ - $ -

Division 05 Metals $ - $ - $ - $ -

Division 06 Wood, Plastics and Composites $ - $ - $ - $ -

Division 07 Thermal and Moisture Protection $ - $ - $ - $ -

Division 08 Openings $ - $ - $ - $ -

Division 09 Finishes $ - $ - $ - $ -

Division 10 Specialties $ - $ - $ - $ -

Division 11 Equipment $ - $ - $ - $ -

Division 12 Furnishings $ - $ - $ - $ -

Division 13 Special Construction $ - $ - $ - $ -

Division 14 Conveying Equipment $ - $ - $ - $ -

Division 21 Fire Suppression $ - $ - $ - $ -

Division 22 Plumbing $ - $ - $ - $ -

Division 23 Heating, Ventilation and Air Conditioning $ - $ - $ - $ -

Division 25 Integrated Automation $ - $ - $ - $ -

Division 26 Electrical $ - $ - $ - $ -

Division 27 Communications $ - $ - $ - $ -

Division 28 Electronic Safety and Security $ - $ - $ - $ -

Division 31 Earthwork $ - $ - $ - $ -

Division 32 Exterior Improvements $ - $ - $ - $ -

Division 33 Utilities $ - $ - $ - $ -

Subtotal $ - $ - $ - $ -

Division 1 General Requirements $ - $ - $ - $ -

Division 1 General Conditions $ - $ - $ - $ -

Subtotal $ - $ - $ - $ -

Subtotal $ -

Overhead 0.00% $ -

Subtotal $ -

Profit 0.00% $ -

Subtotal $ -

Bonds 0.00% $ -

TOTAL $ -

ENTER COMPANY NAME HERE

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RC White Federal Building Plumbing Drains

1st Floor Men's and Women's

Restrooms

• Men’s Restroom • Women’s Restroom

2nd Floor Men's and Women's

3rd Floor Men's and Women's

• Men’s Restroom • Women's Restroom

4th Floor Men’s and Women’s

5th Floor Men’s and Women’s

Restroom

6th Floor Men’s and Women’s

7th Floor Men’s and Women’s

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Additional Constituents

Date Received: 12/07/2017 Date Analyzed: 12/07/2017

Lab Number

Field Number

Sample Description (Components)

Sample Location

Asbestos Detected

Loflin Environmental Services, Inc. 2020 Montrose Blvd., Houston, Texas 77006

(713) 521-3300 Fax (713)523-0829

Report of Bulk Sample Analysis For Asbestos Identification

Polarized Light Microscopy (PLM) EPA 600/R-93/116, July 1994

Client: GSA Client Address: 819 TAYLOR ST., FORT WORTH, TX Project No: 269-17-05 Project Name: RC WHITE FB TX0272; EL PASO, TX

L279497* 01 BEIGE, GUMMY

HOMOGENEOUS

(SEALANT)

7TH ABOVE

CEILING

2-4% CHRYSOTILE OTHER

L279498* 02 BEIGE, GUMMY

HOMOGENEOUS

(SEALANT)

6TH MAIN RISER 2-4% CHRYSOTILE OTHER

L279499* 03 BEIGE, GUMMY

HOMOGENEOUS

(SEALANT)

5TH TOILET

CHASE

2-4% CHRYSOTILE OTHER

L279500 04 WHITE, CRUMBLY

HOMOGENEOUS

(SEALANT)

4TH TOILET

CHASE

NONE DETECTED OTHER

L279501 05 WHITE, CRUMBLY

HOMOGENEOUS

(SEALANT)

4TH MAIN RISER NONE DETECTED OTHER

L279502 06 WHITE, GUMMY

HOMOGENEOUS

(SEALANT)

2ND MAIN RISER NONE DETECTED OTHER

L279503 07 WHITE, GUMMY

HOMOGENEOUS

(SEALANT)

2ND TOILET

CHASE

NONE DETECTED OTHER

*Asbestos-containing materials - The type and percentage of various fibrous components was determined by the microscopist in accordance with U.S. Environmental Protection Agency "Method For The Determination Of Asbestos In Bulk Samples" EPA/600/R-93/116, July 1993.

Departures from the test method: None The above test report must not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government.

Analysis results on this test report pertain only to those materials tested.

Disclaimers: Asbestos content is quantified using Calibrated Visual Estimate. PLM analysis has been known to be inaccurate for materials with low concentrations of asbestos. Negative PLM results cannot be guaranteed. LES recommends using TEM analysis for materials reported as <1% or none detected. This report may not be reproduced, except in full, without written approval by LES

Laboratory Manager

GSA Solicitation No. 47PH0418R0001 – The Solicitation - Design/Build - Replace Domestic Water and Sanitary Lines, RC White Federal Building, El Paso, TX

Document: DB201A-SB/DEC 2017 (The Solicitation)

Constructions Contract for: El Paso TX. Domestic Water and Sanitary Lines Replacement

The Solicitation

Total Service-Disabled Veteran-Owned Small Business Set-Aside

The General Services Administration (GSA) is setting aside the contract under the following clause found in the Agreement:

52.219-27, Notice of Total Service-Disabled Veteran-Owned Small Business Set-Aside

Document: DB201A-SB/DEC 2017 (The Solicitation)

Table of Contents

I. General Information A. The Solicitation and Contract B. List of Solicitation Documents C. Authorized Representatives D. Pre-Proposal Conference E. Estimated Price Range F. FAR 52.228-1 Bid Guarantee G. FAR 52.236-27 Site Visit – Construction H. Receipt of Offers

II. Proposals A. Proposal Contents B. Proposal Format C. Price Proposal D. Technical Proposal E. Other Information to be Submitted with Proposal F. Requirements of Joint Venture Offerors

III. General Provisions A. Availability of Funds B. Requests for Clarification or Interpretation C. Notice to Small Business Firms D. Information Concerning the Disclosure of Solicitation Results E. Affirmative Procurement Program F.