N6945021Q0017.pdf

PWD KINGSVILLE

INSPECTOR OF RECORD

201 NIMITZ AVE, BLDG 4711

KINGSVILLE TX 78363-5103

TEL: 361-516-6044 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

DO-C2N6945021Q0017 17-Jun-2021

5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPO RTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NO TE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) ( Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA

FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

NAVFAC ENGINEERING SYSTEMS COMMAND SE

PWD CORPUS CHRISTI

8851 OCEAN DRIVE, BLDG 19

CORPUS CHRISTI TX 78419-5021

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

21-Jul-2021(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

361-961-3397JOEL OVERSON

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

Section SF 30 - BLOCK 14 CONTINUATION PAGE

STATEMENT OF WORK

GENERAL INFORMATION:

Solicitation Number: N6945021Q0017 Set Aside: 100% Total Small Business NAICS Code: 238220, Size standard in Millions: $16.5M

This announcement constitutes the only solicitation; no separate written solicitation will be issued.

BASIS FOR AWARD:

The Government will award a contract using the simplified acquisition procedures of FAR Subpart 13.1 to the offeror whose quotation, conforming to the solicitation, offers the lowest price and is determined responsible under FAR Subpart 9.1. The Government reserves the right to not award if a contract award is not in the best interest of the Government.

Target Price Range is less than $250K

The SF18 should be received no later than 1:00 p.m. local time on 21 July 2021. The completed SF18 should be emailed to joel.overson@navy.mil as well as any requests for clarifications or information concerning the solicitation.

Requests for clarification and information concerning the solicitation must be provided in writing.

Any amendments to the solicitation will be posted in the Contract Opportunities module of beta.sam.gov website for the mutual benefit of all interested parties.

Acknowledgement of all amendments is mandatory by returning the SF30 appropriately filled out for each amendment issued, if applicable.

PERIOD OF ACCEPTANCE

The offeror agrees to hold its offer firm for 90 calendar days from the date specified for receipt of offers. The anticipated award date is contingent upon receipt of necessary funding.

INCURRED EXPENSES

The Government is not responsible for any costs incurred or associated with preparation and submission of a quote in response to this solicitation.

ADDITIONAL INFORMATION:

Bidders shall sign solicitation documents and all applicable Representations and Certifications shall be completed. FAR provision 52.222-22 Previous Contracts and Compliance Reports contained in this solicitation shall be filled out and returned unless already filled out in their Reps & Certs section of their profile in the System of Award Management (SAM) website. Be advised that all interested parties must be registered in the SAM Database in order to mailto:joel.overson@navy.mil receive payment for work/services rendered to the Government as the result of an award.

SITE VISIT INFORMATION:

One site visit will be held to ensure all potential offerors have uniform information in order to make an accurate proposal. Site visit will be conducted on Friday, 25 June 2021 at 9:00 a.m. local time at NAS Kingsville. Meet at McCoy’s at the intersection of Carlos Truan Blvd. and US 77. Site visit POC is below. All potential offerors are encouraged to attend the site visit to perform an inspection of the size and current layout.

Offerors are expected to satisfy themselves as to the general and local conditions that may affect the cost of the performance of the work to the extent that such information is reasonably obtainable. It is considered impractical to determine, without inspection, the exact nature of the work and site conditions under which the work is to be performed.

To attend please contact the Site Visit POC:

Skye McNutt

ENS, CEC, USN

Construction Manager PWD, NAS Kingsville C:708-674-2359 W:361-516-6057 skye.r.mcnutt@navy.mil

The contractor may require, and should have, their own ear plugs, safety glasses and safety shoes to have access to the work site.

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND SOUTHEAST

PUBLIC WORKS DEPARTMENT

NAVAL AIR STATION, BLDG. 4711

201 NIMITZ AVE., SUITE 103

KINGSVILLE, TEXAS 78363-5119

H3757 REPAIR AND REPLACE THE FIRE SUPPRESSION

RISER AND PIPE HAVE MULTIPLE LEAKS.

1. GENERAL REQUIREMENTS

mailto:skye.r.mcnutt@navy.mil

1.1. The contractor shall provide all labor, materials, equipment, tools, transportation and management necessary to accomplish the project. Report any unforeseen findings to the attention of the Contracting Officer’s Representative (COR) assigned to the project. COR is the individual designated by as the authorized representative of the

Contracting Officer. The COR is responsible for monitoring performance and technical management of the effort required and should be contacted regarding questions or problems of a technical nature. The COR will be the CM, ET, and/or

PAR assigned to the project. Materials mentioned herein shall be the same or equal to specified manufacturer and or in quality. Contractor shall verify provide design, procurement, demolition, construction, and installation services.

2. SCOPE OF WORK:

2.1. The contractor shall replace 7 risers with new. The contractor shall refer to

Enclosure

1 for the location of the RISERS. Replace each Riser 1A, 1B, 2A, 2B, 3A, 3B and

4A from flange to couple shown in Enclosure 1.

2.2. The contractor shall replace 4” DIA pipe from flange to flange connected to Riser

4A. Contractor shall refer to Enclosure 2.

2.3. The contractor shall paint the 10” DIA pipe with red paint for metal piping in two locations Approx. 2LFT total. Contractor shall refer to Enclosure 3. Piping is Approx 20’ high.

2.4. The contractor shall provide and replace the seals in the tamper switch on Riser D.

The contractor shall refer to Enclosure 4.

2.5. The contractor shall provide and install all the clamp insulation in H3757 on 10” fire piping. 10” fire piping is located approx. 20’ high. Approx. 80 clamps to be insulated. The

Contractor shall refer to Enclosure 5.

2.6. The contractor shall repair water leaks on cold water pipe near Riser 1B.

Insulation should be reused and resealed. The contractor shall refer to Enclosure 6. Cold water piping is Approx. 20’ high.

2.7. Contractor shall refer to Enclosure 7 for the hanger area.

2.8. The contractor shall paint all the riser red and comply with the UFC 3-600-10N.

2.9. A Fire Watch will be required during the fire suppression system outage. A qualified person will be required to rove the hangar floor once per hour and contact emergency services if a fire is detected. This person cannot have any additional duties other than Fire Watch.

2.10. H3757 is occupied 24/7. All work will have to be coordinated to ensure KTR work space can be made available. Contractor will have to work on one location at a time to prevent hindrance of hangar operations.

3.1 APPLICABLE REFERENCE DOCUMENT:

2.11. EM 385-1-1 UFR 4-211-02 PAINT

2.12. Federal Unified Facilities Criteria (UFC),State and/or Local regulations: the most stringent standard shall prevail.

2.13. Closeout Submittals UFGS-01 78 00

2.14. American Society of Testing and Materials

2.15. EM 385-1-1 dated November 2014 “Safety and Health Requirements Manual”

2.16. 29 CFR 1910 (OSHA) “2015 General Industry Regulations

2.17. EPA SPCC regulations

2.18. UFC 3-190-6 Protective Coatings and Paints

2.19. UFC 4-211-02 Aircraft Corrosion Control and Paint Facilities

2.20. ASTM A37714—Standard Index of Specifications for Ductile Iron Pressure

Pipe.

4.11 ASTM A674—Standard Practice for Polyethylene Encasement for Ductile

Iron Piping for Water or Other Liquids.

4.12 ASTM A7161,

4.13 ANSI/AWWA C606,13 Standard for Grooved and Shouldered Joints.

3. PRE-AWARD SITE VISIT

3.1. Prior to submitting proposals, prospective bidders can and will be expected to visit the job site, inspect the work in place and satisfy themselves as to the character and amount of work to be accomplished. Failure by the Contractor to familiarize oneself with available information regarding site conditions prior to bid shall not relieve the Contractor from the responsibility of successfully completing the work. It is very important bidders contact the COR for a day pass application (SECNAV 5512/1) enclosed in the solicitation to fill in within 10 days of the scheduled site visit. Failure to comply may mean denial to attend the site visit scheduled.

4. CONTRACTOR PERSONNEL BASE ACCESS REQUIREMENTS

4.1. The base security access protocol implemented is the Defense Biometric

Identification System (DBIDS). The system provides background checks of contractor personnel. A personnel badge that affords base access for one year shall be issued to each

Contractor employee that meets background check criteria. There are no costs for contractors to participate in the DBIDS program. Using DBIDS increases productivity of contractor employees due to the reduction in waiting times at the Pass and Identification Office and

Entry Control Points (ECP). Contractors are required to participate in the DBIDS card

Program.

5. PERFORMANCE PERIOD

5.1. Background checks and requests for daily passes must be filled in (SECNAV

5512/1) and submitted to the assigned COR a minimum 10 days prior to any new work.

5.2. Performance Period: Performance period shall be 90 calendar days. The performance period begins upon the date of award of the contract and ends on the contract completion date (CCD). The performance period shall include pre-construction submittals, material procurement, pre-construction meetings, construction, commissioning, punch-list completion, and acceptance of closeout documentation.

6. PROJECT SCHEDULE

6.1. The Project Schedule shall show submittals, government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart shall be time scaled and generated using an electronic spreadsheet program.

6.2. The contractor shall use the critical path method (CPM) to schedule and control project activities. Project schedules shall be prepared and maintained electronically.

Save files in applicable format to be importable. Schedule shall be updated at least monthly for any project exceeding 60 calendar days. The schedule shall be built as follows.

6.3. The project schedule shall show design periods, submittals, government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by work schedules that reflect Saturdays, Sundays and all

Federal Holidays as non-work days unless notified.

6.4. The schedule; shall display Start Contract and End Contract milestone activities. No activities shall be open-ended; each activity shall have predecessor and successor ties. Schedule shall be cost-loaded to aid in the submission of invoices.

6.5. Date/time constraint(s) and/or lags, other than those required by the contract, shall not be, allowed unless accepted by the QA. The Contractor shall include as the last activity in the contract schedule, a milestone activity named "Contract Completion

Date." The CCD milestone shall have a "Mandatory Finish" constraint equal to the

CCD.

7. PRE-CONSTRUCTION MEETING FOR PROJECTS

7.1. The Contractor shall participate in the pre-construction meeting to discuss administrative and contract requirements. The contractor will work with the COR to set up. During the meeting, the Contractor shall discuss the conceptual process of the project with drawings, specifications, catalog cuts, job plans, and all required documents as available at the time of the meeting.

8. PRE-CONSTRUCTION SUBMITTAL REQUIRMENTS

8.1. The Contractor shall have the following submitted within 14 calendar days of award and prior to the Pre-Construction Meeting:

8.1.1. Approved Site Safety and Health Officer (SSHO) employee (must work for the prime contractor). The SSHO cannot be the superintendent, but may dual-hat as the QC manager if the person is qualified for both positions.

8.1.2. Approved Quality Control employee (must work for the prime contractor).

The QC manager cannot be the superintendent.

8.1.3. Approved Site Superintendent employee (must work for the prime contractor)

8.1.4. Approved Project Schedule

8.1.5. Accident Prevention Plan (APP): (must be site specific) with Activity Hazard

Analysis (AHA) for each Definable Feature of Work.

8.1.6. Emergency Action Plan: can be separate or an attachment to Accident

Prevention Plan.

8.1.7. Quality Control Plan: will identify the Contractor’s Organizational Chart and provide associated documentation, methods, and testing to ensure quality.

8.1.8. Material/Equipment Submittal Plan will identify projected dates that material submittals shall be forwarded to the government. Manufacturing lead-time shall be afforded for manufacturing of equipment. Contractor must provide proof of manufacturing. Purchase from vendor to the KO and request a no cost time extension via the Request for Information (RFI) process.

8.1.9. Schedule of Prices: Submit on forms furnished by the Government. The initial schedule of prices may be preliminary for construction activities until the design is developed. Include a detailed breakdown of the contract price, with quantities for each kind of work. Include General Conditions, profit, and overhead in the unit prices. Break down into design and each construction category if stated in Attachment A. The Contractor may invoice for bonds once the Government has approved the bonds, however, no other requests for payment will be processed without an approved Schedule of

Prices.

9. SUBMITTAL REGISTER:

9.1. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

9.2. Contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; Operations and Maintenance (O&M) Manuals (including parts list); certifications; warranties; and other such required submittals.

9.3. Project Schedule

9.4. Accident Prevention Plan (must be site specific)

9.5. Activity Hazard Analysis

9.6. Emergency Action Plan

9.7. Quality Control Plan

9.8. Material/Equipment Submittals, (use NASK PWD transmittal form)

9.9. Environmental Plan

9.10. Proof of manufacturing purchase from vendor, as requested.

9.11. Material Safety Data Sheets (MSDS) as applicable.

9.12. Licenses and Permits

9.13. Digging Permit (14 days prior to excavation)

9.13.1. NAVFAC Red-Zone (NRZ) Checklist/POA&M

9.13.2. Closeout Submittals UFGS-01 78 00

9.13.2.1. Government Furnished Materials

9.13.2.2. As-Built Record of Equipment and Materials in CADD and PDF format

9.13.2.3. Construction Contract Specifications

9.13.2.4. Real Property Equipment

9.13.2.5. Real Property Record

9.13.2.6. Spare Parts Data

9.13.2.7. Preventative Maintenance

9.13.2.8. Warranty Management

9.13.2.9. Warranty Management Plan

9.13.2.10. Warranty Tags

9.13.2.11. Building Commissioning

9.13.2.12. Heating Ventilation Air Conditioning (HVAC) Commissioning

9.13.2.13. Operation and Maintenance Manuals

9.13.2.13.1. The Contractor shall provide one complete set of (O&M

Manuals for the system or systems and CD of information.

O&M Manual sections shall include, at a minimum, the following sections: General Description, Detailed

Description, Systems Description, Operation (all modes), Maintenance, Troubleshooting, Manufacturers Literature

(catalog cuts), and Bill of Material.

9.13.2.14. Training and Instruction (signed), Videos

9.13.2.14.1. The contractor shall coordinate with the CM/ET to provide training on new systems provided for PWD Productions

Division

9.13.2.15. NAVFAC sustainable & energy data record card

9.13.2.16. Properly completed DD Form 1354 with associated costs

10. POST- CONSTRUCTION SUBMITTALS

10.1. Prior to the CCD, the contractor shall provide one hardcopy and electronic copy on

CD+R of all required closeout submittals.

10.2. Reference section 12.13.2 of this document to see required closeout submittals

10.2.1. Acceptable format shall be compatible with NASK PW latest software versions in AUTODESK- (AUTOCAD) DWG format, Adobe Acrobat and

Microsoft Office format. Data shall be provided during acceptance period in a digital optical disc storage format (DVD+R).

11. SUBMITTALS AND PROCEDURES

11.1. Updated Project Schedule: Update the Project schedule at monthly intervals, if applicable or, as revisions occur. The updated schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the assigned COR.

11.2. Three week look ahead and schedule: At the start of construction, the Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans shall be keyed to activity numbers when a Network Analysis type schedule is required and updated each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead

Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Project Schedule on an electronic spreadsheet program and printed on 8-½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed

5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Provide an electronic file of the 3-

Week Look Ahead Schedule to the assigned COR no later than 1000 each Monday for review during the weekly Coordination Meeting.

11.3. Correspondence and acceptance test reports: All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and Daily

Reports, material delivery tickets, photographs, etc.) shall reference the Design and

Construction Schedule activities that are being addressed. All test reports (e.g., equipment, concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

12. FIRE, SAFETY AND CONFINED SPACE REQUIREMENTS

12.1. The Contractor is required to comply with all Station Safety Regulations. The

Contractor shall observe all requirements for handling and storage of combustible materials, waste and trash. Open flames aboard the station/hot work (i.e. welding) require a permit from the fire department, phone number 361-516-6135.

13. SAFETY REQUIREMENTS

13.1. Contractor shall perform Operational Risk Management (ORM) and Activity Hazard

Analysis (AHA) as required by USACE EM 385-1-1. Contractor shall submit the required AHA form to the COR at least one week prior to each new work phase in the project schedule, when new hazards are identified, or when a new work crew is brought on site.

14. OCCUPATIONAL HEALTH REQUIREMENTS

14.1. The contractor shall be responsible for maintaining a safe work environment for assigned personnel for the duration of the tasks. Personnel injuries, regardless of severity shall be reported immediately to the assigned COR.

15. EMERGENCY ACTION PLAN (OSHA 29 CFR 1910.38)

15.1. The contractor shall develop an emergency action plan in accordance with applicable rules and regulations and it shall be adhered to in the event of an emergency and shall address the following sections. It is the responsibility of the project supervisor, and shift supervisor to educate and brief all personnel on this emergency plan.

16. CONTRACTORS SAFETY RESOURCES WEB SITE (APP and AHA information)

16.1. http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/safety_sha ck/contr_safety_resources.html

17. CONTRACTOR WEIGHT HANDLING EQUIPMENT (WHE) REQUIRMENTS

17.1. The Contractor shall comply with specific activity regulations pertaining to crane safety and operation, notify the Contracting Officer, in advance, of any cranes entering the activity and comply with ASME B30.5 for mobile cranes and ASME

B30.22 for articulating boom cranes. Cranes used in construction, demolition, or maintenance shall comply with 29 CFR 1926 and the Corps of Engineers Manual

EM 385-1-1. Further requirements shall be provided at the Pre-Con, if required.

http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/safety_shack/contr_safety_resources.html http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/safety_shack/contr_safety_resources.html

18. ENVIRONMENTAL PROTECTION REQUIREMENTS

18.1. The Contractor shall comply with all applicable environmental protection requirements as well as Federal, State and Local Laws. The Contractor shall comply with the Executive Order 12856, EMERGENCY PLANNING AND COMMUNITY

RIGHT-TO-KNOW ACT (EPCRA); Section 313 requires that all releases of the chemicals in the section 40 of the Code of Federal Regulation (CFR) 372 report to the State Emergency Response Commission and EPA. The Contractor is required to provide the amount in pounds of listed chemicals released in the environment to the

Contracting Officer.

19. CONTRACT ADMINISTRATIVE REQUIREMENTS

19.1. Required Insurance: The Contractor shall procure and maintain during the entire period of performance under this contract insurance at a level that satisfies all State minimum requirements for General Liability, Automobile Liability, and Worker’s

Compensation.

19.2. Licenses/Permits: Obtain all appointments, licenses, and permits required to perform work under this contract at no additional expense to the Government. Comply with all applicable federal, state, and local laws, and base regulations and procedures.

Provide evidence of such permits and licenses to the Contracting Officer before work commences and at other times as requested by the Contracting Officer (see

FAR 52.236-7, Permits and Responsibilities). The Contractor will coordinate permit applications with the Navy.

20. ACTIVITY REGULATIONS

20.1. The Contractor and their employees shall become acquainted with and obey Activity regulations as posted or as requested by the Contracting Officer. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter restricted areas unless required to do so and until cleared for such entry. The Contractor’s equipment shall be conspicuously marked for identification.

21. PROPRIETARY RIGHTS

21.1. All field notes, design drawings, specifications, and other documents collected and produced as part of this contract shall be considered property of the Government.

Data shall not be, used in whole or parts published or unpublished, as a part of any technical or non-technical presentation without written pre-approval of the

22. PROTECTION OF GOVERNMENT PROPERTY

22.1. Take special care to protect Government property. Return areas damaged as a result of construction under this contract to their original condition. In addition to FAR

52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and

Improvements, perform the following:

22.2. Remove or alter existing work or facilities in such a manner as to prevent injury or damage to any portion of the existing work or facilities that remain.

22.3. Repair or replace portions of existing work altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

22.4. Preserve the natural resources in accordance with the approved environmental protection plan.

23. ORAL MODIFICATION

23.1. No oral statement by any person other than the Contracting Officer, as provided in the contract clause entitled, “CHANGES AND CHANGED CONDITIONS,” will in any manner or degree modify or otherwise affect the terms of this contract.

24. NO WAIVER BY THE GOVERNMENT

24.1. The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred shall not be construed as a wavier or relinquishment to any extent of the right to assert or rely upon such terms or options on any future occasion.

25. CONTRACTOR INVOICES

25.1. See contract clause 252.232-7006 Wide Area Workflow Payment Instructions

25.2. Payment shall be made on Contractor's submission of itemized requests and will be subject to reduction for overpayments or increased for underpayments from previous payments. Progress payments will be based on the percent of work complete in accordance with the schedule of values. The Government may withhold payment or reduce payments for the following:

25.2.1. Defects in material or workmanship.

25.2.2. Claims the Government may have against the Contractor under or in connection with this contract.

25.2.3. Contractor's failure to submit an updated schedule.

25.2.4. Payroll violations.

25.2.5. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor.

25.2.6. Payments may be made for materials, stored off construction sites, under the following conditions specified in FAR 52.232-5(b) Payments Under Fixed

Price Construction Contracts:

25.2.7. Materials adequately insured and protected from theft and exposure.

25.2.8. Materials not susceptible to deterioration or physical damage in storage or in transit to the job site are acceptable for progress payments. Items such as steel, machinery, pipe and fittings and electrical cable are acceptable, but items such as gypsum board; glass, insulation and wall covering are not.

25.2.9. Materials in transit to the job or storage site are not acceptable for payment.

26. . PROJECT EXECUTION REQUIREMENTS

26.1. Quality Control (QC) Plan: The Contractor shall provide and maintain an effective quality control program that complies with the Contract Clause entitled

"Inspection of Construction." The Contractor’s Quality Control Program through inspection and reporting shall document compliance of all work with the standards established by the contract document. The Contractor's Quality Control (CQC) program shall include daily inspections and provide for a daily report of CQC activity. Submit a QC Plan for Government review and acceptance. The QC plan shall include the following:

26.2. NAMES, QUALIFICATIONS and RESPONSIBILITIES: Name of individual who will be responsible for QC on site.

26.3. Outside Organizations (as applicable): Outside organizations, including architectural and consulting engineering firms and a description of the services these firms will provide.

26.4. Initial Submittal Register (Design and Construction): Include submittal reviewer, estimated date of delivery, and identify which design submittals require Government approval prior to construction, and which construction submittals require DOR or

Government approval prior to construction.

26.5. Testing Laboratories: Accredited laboratories as applicable.

26.6. Testing Plan and Log: Tests required, referenced by specification paragraph number requiring the test, frequency, and person responsible for each test as applicable.

26.7. List of Definable Features: A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, and has the same control requirements and work crews.

27. COMMUNICATION PLAN

27.1. Provide a plan for key decisions and possible problems the Contractor and

Government may encounter during the project. At a minimum, the Communication

Plan shall indicate the frequency of QC meetings and what information is covered in those meetings, key decision points tied to the schedule, and required coordination efforts.

28. QUALITY CONTROL PHASES.

28.1. Preparatory Phase: Review all applicable documents for compliance with all applicable laws, codes, regulations, and the requirements of the contract, including contract drawings and specifications. Determine requirements for testing and certification. Review submittal approvals for materials, equipment, shop drawings, and applicable methods of construction and installation. Include all Preparatory

Phase items in the QC Report.

28.1.1. Initial Phase: Observe and inspect the initial portion of the work performed under a DFOW to establish the quality of the workmanship, resolve conflicts in construction, ensure that testing is done and certified as required, and to check all work procedures to ascertain the work is in conformance with required safety requirements. Record and report nonconforming work and work not of acceptable quality and requiring correction or rework. Include all

Initial Phase items, along with initial phase checklist and, in the QC Report.

28.1.2. Follow-Up Phase: Occurs at the completion of each DFOW. Ensure the work is in compliance with contract requirements, quality of workmanship for all work is maintained, and all work performed meets safety requirements. Include all Follow-Up Phase items, including date, in the QC

Report.

28.1.3. Contractor must possess a current certificate of completion: of the Army

Corps of Engineers NAVFAC Contractor Quality Management (CQM)

Training. The Contracting Officer may have the option of waiving the requirement only once, if the Contractor is new to NAVFAC contracts.

28.1.4. Supervision Requirements: In accordance with FAR Clause 52.236-6, Superintendence by the Contractor, at all times during performance of this contract and until the work is completed and accepted, the prime contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the contractor. The superintendent shall be fluent in

English.

29. SCHEDULING WORK PROCEDURES AND OUTAGES

29.1. Schedule work construction for minimal impact on normal Government operation that involve designated area.

29.2. Prior to construction work, the contractor shall meet with the assigned COR for construction approval of scheduling and sequence of construction/ or outages.

29.3. The Government's normal hours of operation are 0700 to 1630 Monday through

Friday, excluding Government holidays.

29.4. If the contractor decides to work other than normal hours/working days, they shall submit a request to the QA for approval three work days prior to the work.

30. UTILITY LOCATIONS AND VERIFICATION PRIOR TO EXCAVATION

30.1. If applicable, obtain appropriate digging permit from Base personnel through the

FEAD office prior to digging. Maintain all markings during utility investigation throughout the contract. “At the contractor’s expense, all underground utilities in the work area must be positively identified by a private utility locating service in addition to any station locating service and coordinated with the station utility department.”

30.2. Physically verify underground utility: Locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system. Use hand digging within three feet of a known utility. If construction is parallel to an existing utility, expose the utility by hand digging every 100 feet if parallel within five feet of the excavation.

30.3. Utilities within Concrete Slabs: Utilities located within concrete slabs are extremely difficult to identify due to the reinforcing steel used in the construction of these structures. Whenever work involves concrete chipping, saw cutting, or core drilling, the existing utility location must be coordinated with station utility departments in addition to a private locating service. Outages to isolate utility systems shall be executed in circumstances where utilities are not positively identifiable. Use of historical drawings and data shall not alleviate the contractor from meeting this requirement.

31. CONDUCT OF ELECTRICAL WORK

31.1. Follow electrical safety criteria specified in UFC 3-560-01, USACE EM 385-1-1, and NFPA 70E during the conduct of all work. As delineated in USACE EM 385-1-

1 electrical work shall be conducted in a de-energized state unless there is no alternative method for accomplishing the work.

31.1.1. Energized Work: energized work requires a permit and shall be obtained from the Commanding Officer.

32. CONTRACTOR WORK SITE

32.1. The contractor shall limit use of the premises for work and for storage of material and equipment associated with the contract. Unless otherwise specified or separately agreed to, Government owned material handling equipment, transportation equipment or general tools will not be available for contractor’s use.

32.2. Clean work area daily and after completion of the work, removing all loose debris and disposing of all non-permanent materials IAW the contractor’s Waste

Management Plan. Submit a monthly summary of removed solid waste in weight to assigned COR.

32.3. Temporary Facilities (if applicable): The contractor may provide his own office facilities/fencing; coordinate and obtain advance approval from the COR. Submit a location plan of temporary facilities indicating requested utility connections.

Provide and maintain suitable sanitary facilities within the construction limits of the contract. Dispose of sanitary waste in accordance with the applicable laws, and local regulation at no cost to the Government. If temporary facilities are installed or constructed, the contractor will request a meter to

32.4. Contractor Furnished Equipment: Equipment is subject to the inspection and approval of the COR, prior to and during the life of the contract.

33. CONTRACTOR’S PRODUCTION REPORT

33.1. Complete the reports weekly unless otherwise requested by the Contracting Officer.

Reports at a minimum shall include:

33.2. Worker hours by classification, move-on and move-off of construction equipment furnished by the prime, subcontractor or the Government, and materials and equipment delivered to the site.

33.3. Safety meetings checks and inspections.

33.4. Disposition of Construction Waste Material (See Section 17)

33.5. Design and Construction Issues: Including, but not necessarily limited to:

33.5.1. Check all Contract Documents for correctness and correlation. If the

Contractor notes any discrepancy or ambiguity; immediately notify the assigned COR.

33.5.2. Examine the work site as to conditions affecting the work. Field verify the site and scope of work, including but not limited to the measurement and location of all significant items required to perform the work.

34. CLEANING / REMOVAL/ SALVAGE AND DISPOSAL OF WASTE

34.1. Cleaning project area of materials and rubbish, resulting from the contractors work is the property and responsibility of the contractor. Keep the premises free of debris, accumulation of waste materials, rubbish, tools and all surplus materials at all times.

34.2. Generated Waste shall be removed from Government property, during and before the completion of the project by the contractor or contractors.

34.3. Salvage, report and submit with each invoice the amount (by weight) and type of materials salvaged for sale, reused and or recycled. Provide destination, means of transportation, cost of transportation and handling, tipping fee saving and revenue generated for each material.

34.4. Disposal of generated waste from project should occur during and before the completion of the project, with all generated debris removed from Government

Property upon completion of project. The Contractor shall report/submit with each invoice the amount of waste (by weight) and type of waste materials disposed of in a landfill or incinerator, the tip fee per ton, and the total cost of disposal including transportation costs, container rental costs, etc.

34.5. Waste Management: Contractor shall reduce, recycle or salvage as much waste material as possible with a goal of diverting at least 50% of construction waste from landfill. Address waste reduction, recycling and salvage.

35. INSPECTION AND ACCEPTANCE REQUIREMENTS

35.1. All work is subject to inspection during the work and upon completion of the work.

Any corrective discrepancies need to meet the satisfaction of the Government prior to presenting an invoice for payment. At the 75% completion point, the assigned

COR will conduct a Red-Zone checklist review with the Contractor.

36. WARRANTY

36.1. Warrant all materials and work for not less than one year after final acceptance of the work, except as otherwise indicated in this RFP. If required to provide remedial repair of previously installed work due to latent defect or unacceptable work performance, warrant the repaired work for one year after the completion and acceptance of the repair.

36.2. Warranted items: furnish the manufacturers’ original written warranty accompanied by a copy of the supplier’s receipt showing place of purchase, telephone number of supplier, address, delivery order number and or a ticket number.

37. TRANSMITTER REQUIREMENTS

37.1. The base policy concerning the use of transmitters such as radios, cell phones, etc., shall be adhered to by all Contractor personnel. They must also obey Emissions control (EMCON) restrictions.

38. HAZARDOUS MATERIAL EXCLUSIONS

38.1. N/A

************************END SCOPE OF WORK*****************************

ENCLOSURE 1

SECTION A-2: Examination and Report

1. Sec. A-2.1 Condition of Paint

Under the general heading “Condition of Paint,” give a description of the condition of the paint as found, stating:

• Rough approximation of percent of rust area

• Special locations of such areas, if segregated

• Character of such rust areas—that is, whether general or blotchy corrosion, loose paint or none.

2. Sec. A-2.2 Pitting

Determine and report upon the extent and depth of pitting in the area selected, scaled and cleaned by the inspector. The dimensions and locations of each area scaled and cleaned are to be reported. The extent of pitting found should be described both as to location and character. The record of depth of pitting should be as specific as practi- cable as to location, area affected; whether blotchy, deep, pinpoint or general corrosion. Depth gauges should be used to obtain specific data. Report as in Table A-1.

If plates are badly pitted, report whether drilling holes or the use of ultrasonic testing to determine the plate thickness are recommended.

Table A-1 Sample pitting report

Location (by plates numbered from roof down)

Percent of Area Affected (approx.)

Max. Depth of

Pitting Found

Plate

Type of Pitting

Plate

Thickness etc.

bottom

3. Sec. A-2.3 Type of Repairs

Where pitting has penetrated to a depth indicating the necessity for repairs, the report shall so state specifically, describing the location of such spots and their size. If they can be repaired by patches, the inspector shall specify to the extent practicable the size, location and number of patches. If other types of repairs are indicated, the inspector shall specify clearly the type and extent recommended. (Use the same plate reference numbers as in Table A-1.) The inspector, in his report, shall inform the owner of all repair work which he considers necessary. The report need not be limited to the items specifically outlined herein, but should include all items of any nature which the inspector considers material.

4. Sec. A-2.3 Type of Repairs

Where pitting has penetrated to a depth indicating the necessity for repairs, the report shall so state specifically, describing the location of such spots and their size. If they can be repaired by patches, the inspector shall specify to the extent practicable the size, location and number of patches. If other types of repairs are indicated, the inspector shall specify clearly the type and extent recommended. (Use the same plate reference numbers as in Table A-1.) The inspector, in his report, shall inform the owner of all repair work which he considers necessary. The report need not be limited to the items specifically outlined herein, but should include all items of any nature which the inspector considers material.

ENCLOSURE 2

SECTION A-3: Detailed Report of Inspector

5. Sec. A-3.1 Items to Be Reported

In addition to the descriptive report outlined under Section A-2, the inspector shall report on the details itemized below.

3.1.1 Anchor Bolts.

1. Are the anchor bolts rusted so as to reduce their strength materially? If so, caliper and record the smallest section. Advise replacement if considered necessary.

2. Are the anchor bolt nuts tight?

3.1.2 Column Shoes.

1. Are the column shoes clean and painted?

2. Has dirt accumulated?

3. Are the column shoes seriously rusted? If so, where and to what depth?

3.1.3 Tower.

1. Are the tower posts in line?

2. Is there any indication of settlement in the foundations?

3. Are the tower rods in good adjustment and well turned up?

4. Are the tower rods in good condition? If badly rusted, measure the smallest part and report, indicating rods on which reduced section occurs. (Advise replacement if considered necessary.)

3.1.4 Cotter Pins.

1. Examine each pin for the presence of cotter pins. Report the location of any pins not so fitted.

2. Where rod pins with nuts are used, advise if the nuts are on with full thread and the end of the thread is well battered.

3.1.5 Riser Pipe.

1. Is the riser pipe straight?

2. Are the riser pipe stay rods in good condition?

3. Is the frost casing in good condition and properly supported?

3.1.6 Indications of Leakage.

1. Are there any indications of leakage in the riser pipe?

2. In the expansion joint?

3. In the tank proper? If so, give the location and state the type of repair indicated.

3.1.7 Ladder. Is the ladder safe?

3.1.8 Balcony.

1. Is the balcony safe?

2. Is the balcony floor in good condition?

3. State the amount of rust accumulated on the balcony floor.

3.1.9 Bolts. Are any bolts or rivets omitted or missing in the spliced connections of the tower, struts and balcony?

3.1.10 Paint. Report on each of the following items:

1. The condition of the paint and metal of the tower

2. The condition of the paint and metal on the outside of the tank bottom, particularly underneath the balcony and post connections

3. The condition of the paint and metal outside of the tank shell

4. The condition of the paint and metal outside of the roof and under the eaves of the roof

5. The condition of the paint and metal inside of the tank shell, based on the areas carefully examined and other information gained by the inspector. (Each sheet shall be carefully examined, removing enough of the accumulation of scale and rust to enable the inspector to report in detail the exact condition of the metal underneath and the extent of rust and pitting.)

6. The condition of the paint and metal on the inside of the roof

7. The condition of the spider and spider rods

8. The finial connection. (Is it solid and safe for the attachment of the painter’s trolley?)

9. The condition of the paint and metal on the inside of the bottom of the tank

10. The condition of the paint and metal inside of the riser pipe, particularly at the bottom of the riser pipe.

3.1.11 Rivets. Report, by selecting, scaling and examining suitable areas, the condition of the rivets at lap joints and post connections.

3.1.12 Metal. Report, by selecting areas to be examined, the condition of the metal between the rivets at the laps and at the post connections.

3.1.13 Tank Bottom. Has the bottom of the tank deteriorated because of its having been covered with mud or scale? If so, what conditions are observed?

Will scaling and repainting be satisfactory? Are repairs indicated? If so, describe in detail.

3.1.14 Prior Painting.

1. When was the tank reported to have been last painted?

2. What material was used?

6. Sec. A-3.2 Disposition of Report

Two copies of the inspection report shall be delivered to the owner.It is understood between the owner and the inspection company that copies of the inspection report may be made available by the owner to painting or tank repair contractors, to define the condition of the tank, if bids for repair or painting are desired.

7. Sec. A-3.3 Payment

Payment for the above-specified services, including all expenses of the inspector, shall be at the lump sum price agreed upon between the owner and the inspector. Payment shall be made within thirty days after the receipt of the inspection report.

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 Job KV H-3757 Fire Suppression Piping

FFP

PERIOD OF PERFORMANCE WILL BE A TOTAL OF 105 CALENDAR

DAYS INCLUDING DESIGN, DESIGN APPROVAL, AND CONSTRUCTION.

FOB: Destination

PSC CD: Z2QA

NET AMT

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 105 dys. ADC PWD KINGSVILLE

INSPECTOR OF RECORD

201 NIMITZ AVE, BLDG 4711

KINGSVILLE TX 78363-5103

361-516-6044

FOB: Destination

N45974

CLAUSES INCORPORATED BY FULL TEXT

52.215-1 INSTRUCTIONS TO OFFERORS--COMPETITIVE ACQUISITION (JAN 2004)

(a) Definitions. As used in this provision--

“Discussions” are negotiations that occur after establishment of the competitive range that may, at the Contracting

Officer's discretion, result in the offeror being allowed to revise its proposal.

“In writing or written” means any worded or numbered expression which can be read, reproduced, and later communicated, and includes electronically transmitted and stored information.

“Proposal modification” is a change made to a proposal before the solicitation's closing date and time, or made in response to an amendment, or made to correct a mistake at any time before award.

“Proposal revision” is a change to a proposal made after the solicitation closing date, at the request of or as allowed by a Contracting Officer as the result of negotiations.

“Time”, if stated as a number of days, is calculated using calendar days, unless otherwise specified, and will include

Saturdays, Sundays, and legal holidays. However, if the last day falls on a Saturday, Sunday, or legal holiday, then the period shall include the next working day.

(b) Amendments to solicitations. If this solicitation is amended, all terms and conditions that are not amended remain unchanged. Offerors shall acknowledge receipt of any amendment to this solicitation by the date and time specified in the amendment(s).

(c) Submission, modification, revision, and withdrawal of proposals. (1) Unless other methods (e.g., electronic commerce or facsimile) are permitted in the solicitation, proposals and modifications to proposals shall be submitted in paper media in sealed envelopes or packages (i) addressed to the office specified in the solicitation, and (ii) showing the time and date specified for receipt, the solicitation number, and the name and address of the offeror.

Offerors using commercial carriers should ensure that the proposal is marked on the outermost wrapper with the information in paragraphs (c)(1)(i) and (c)(1)(ii) of this provision.

(2) The first page of the proposal must show--

(i) The solicitation number;

(ii) The name, address, and telephone and facsimile numbers of the offeror (and electronic address if available);

(iii) A statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and agreement to furnish any or all items upon which prices are offered at the price set opposite each item;

(iv) Names, titles, and telephone and facsimile numbers (and electronic addresses if available) of persons authorized to negotiate on the offeror's behalf with the Government in connection with this solicitation; and

(v) Name, title, and signature of person authorized to sign the proposal. Proposals signed by an agent shall be accompanied by evidence of that agent's authority, unless that evidence has been previously furnished to the issuing office.

(3) Submission, modification, or revision, of proposals.

(i) Offerors are responsible for submitting proposals, and any modifications, or revisions, so as to reach the

Government office designated in the solicitation by the time specified in the solicitation.