Solicitation Package 47PJ0025R0031 2024 12 03.pdf
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- Portal VACIS Dry Pipe Replacement
- Solicitation number
- 47PJ0025R0031-S
About this file
This is a complete solicitation package from the GSA Public Buildings Service Region 8 for a construction project to replace and upgrade the dry pipe sprinkler system at the Portal Land Port of Entry in Portal, North Dakota. The project involves replacing corroded high bay horizontal runs of existing dry-charged sprinkler pipe, updating to newer technology, adding/relocating sprinkler heads below overhead doors, replacing one existing drum drip trap, providing three additional drum drip traps, replacing one inspector's test assembly, and converting the existing compressed air system to nitrogen.
The solicitation (47PJ0025R0031) is set aside for small businesses under NAICS code 238990 with a size standard of $19 million. The estimated price range is between $25,000-$100,000. A site visit is scheduled for December 17, 2024 at 10:00 AM CT, and proposals are due by 4:00 PM CT on January 6, 2025. Proposals must include both price and technical components, with the technical proposal requiring information on three similar projects completed in the last 5 years. The contractor must begin work within 10 days of Notice to Proceed and achieve substantial completion within 60 calendar days. The project is subject to Buy American Act requirements, HSPD-12 security clearances, and Davis-Bacon Act wage determinations for Burke County, North Dakota.
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| Universal Scope Requirements 2024 11 07.pdf | ||
| SF1442 for Solicitation.pdf |
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Solicitation Package
47PJ0025R0031
Portal VACIS -Dry Pipe Replacement Portal, North Dakota
Table of Contents
SF1442 Solicitation, Offer, & Award …………………………………………………………….. 2
The Agreement ……………………………………………………………………………………………… 5
Scope of Work ……………………………………………………………………………………… 8
Wage Determination …………………………………………………………………………… 21
The Solicitation ……………………………………………………………………………………………… 55
Offeror Representations & Certifications ……………………………………………………… 69
** Site Visit: 12/17/2024, 10:00 AM CT
** Offers due by 4pm CT on 1/6/2025
** Offers MUST be submitted via email to laura.funk@gsa.gov
Items to Include with Proposal:
1. Price Proposal (box 17 of SF1442) and price breakdown (separate attachment)
2. Technical Proposal (Requirements found in Section II.D. of the Solicitation Document (page 58 of the Solicitation Package))
(See ).
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.
local time 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
47PJ0025R0031
GSA PBS NORTH DAKOTA FIELD OFFICE 8PMPN
657 2ND AVE N RM 244
Fargo, ND 58102 USA
In accordance with the scope of work dated 11/24/2024, the contractor will replace corroded high bay horizontal runs of existing dry-charged sprinkler pipe, and update the system to newer technology, add (2) sprinkler heads below the overhead doors, or relocate (2) existing misplaced heads as applicable, replace one existing drum drip trap, provide 3 additional drum drip traps, replace 1 inspectors test assembly, and convert the existing compressed air dry charging system to a nitrogen system.
8PQ
GSA PBS Acquisition Division 8PQ 1 Denver Federal Center PO Box 25546, Building 41 Denver, CO 80225-0546 USA
EQ8PSMMN-25-0008
8PMPN
Laura Funk 701-566-6114
25-027
2 7912/03/2024
1/6/2025
4:00 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
PAGE
GENERAL SERVICES ADMINISTRATION
OF
ITEM NO.
(a)
SUPPLIES OR SERVICES
(b)
QUANTITY
ORDERED
(c)
UNIT
(d)
UNIT PRICE
(e)
AMOUNT
(f)
PSC: Z2AA -- REPAIR OR ALTERATION OF OFFICE BUILDINGS
at Canadian Border Portal, ND 58772-9998
Deliverable dry-charged sprinkler pipe
Place of Performance: Non-Instrusive Inspection NII Hwy 52 at Canadian Border Portal, ND 58772-9998 replace corroded high bay horizontal runs of existing
Place of Performance: Non-Instrusive Inspection NII Hwy 52 nitrogen generator
PoP: 01/14/2025 - 03/25/2025
Remove and replace the current air compressor system with a
Base Bid -Replace Dry Sprinkler Pipe
Contract Type: Firm Fixed Price
PoP: 01/14/2025 - 03/25/2025
Contract Type: Firm Fixed Price
PSC: Z2AA -- REPAIR OR ALTERATION OF OFFICE BUILDINGS
LS
Optional Work- Install Nitrogen Generator LS
Deliverable
Sol. Reference No. 47PJ0024R0091 GSA Contract No. TBD
Simplified Acquisition Construction Contract for: Propane Vaporizer Replacement located at 10980 I29, Pembina, ND 58271.
The Agreement
Table of Contents
I. Project Information I.A. Project Summary I.B. The Contract I.C. Period of Performance I.D. Work Conditions/Site Requirements I.E. Authorized Representatives I.F. Contract Liquidated Damages Rate I.G. Buy American Exceptions I.H. Statement of Work, Specifications, Drawings, Exhibits, and Other Attachments
II. Prices II.A. Basis of Pricing II.B. Contract Price Form
III. Terms and Conditions III.A. Commencement, Prosecution, and Completion of Work III.B. Contractor Responsibilities III.C. Material and Workmanship III.D. Project Schedule III.E. Interpretation of Specifications and Drawings III.F. Submittals III.G. Government’s Right to Stop Work for Non-Compliance III.H. Other Contracts III.I. Use and Possession Prior to Substantial Completion III.J. Finality of Contract Modifications III.K. Liquidated Damages III.L. Insurance Requirements III.M. Administrative Matters III.N. Bonds
IV. Contract Clauses IV.A. Clauses Incorporated in Full Text
(1) FAR 52.204-30, Federal Acquisition Supply Chain Security Act Orders-Prohibition (DEC 2023) Alternate I (DEC 2023)
(2) (FAR 52.223-2 Reporting of Biobased Products Under Service and Construction Contracts (May 2024)
(3) FAR 52.223-9 Estimate of Percentage of Recovered Material Content for EPA-Designated Items (MAY 08)
(The Agreement) Last updated May 2024
(4) FAR 52.225-9 Buy American—Construction Materials (OCT 2022)
(5) FAR 52.228-13 Alternative Payment Protections (July 2000)
(6) GSAR 552.204-9 Personal Identity Verification Requirements (APR 2023)
(7) GSAR 552.252-6 Authorized Deviations in Clauses (NOV 2021)(Deviation FAR 52.252-6)
(8) FAR 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment (NOV 2021)
(9) FAR 52.232-40 Providing Accelerated Payments to Small Business Subcontractors.
(MAR 2023)
(10) Additional clauses
Prospective Subcontractor Requests for Bonds IV.B. Clauses Incorporated by Reference
I. Project Information
I.A. Project Summary
The purpose of this project is to replace a (1 each) failed propane vaporizer.
I.B. The Contract
(1) The Contract consists of the SF1442, the Agreement, the Statement of Work, Specifications, Drawings, Exhibits, Amendments, Modifications, and other Attachments identified herein (collectively, the Contract Documents). The Contract contains the entire agreement of the Parties, and no prior written or oral agreement, express or implied, shall be admissible to contradict or modify any part of the Contract.
(2) The Contractor shall provide and pay for all labor, materials, equipment, tools, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution of the work described in and reasonably inferable from the Contract Documents (the Work), whether temporary or permanent. In consideration for, and upon condition of, the Contractor's completion of the Work, GSA shall pay the Contractor the price or prices established in Section II, subject to the terms and conditions set forth in this Contract.
I.C. Period of Performance
(1) Commencement. The Contractor shall commence performance of the Work within 10 days after the Contractor receives the Notice to Proceed (NTP).
(2) Substantial Completion. The Contractor shall achieve Substantial Completion of the Work, as that term is defined in this Agreement, no later than 80 calendar days from issuance of Notice to Proceed (NTP).
(3) Contract Completion. The Contractor shall achieve Contract Completion, as the term is defined in this Agreement, within 10 calendar days of Substantial Completion.
(The Agreement)
I.D. Work Conditions/Site Requirements
Work is located at the Land Port of Entry in Pembina, North Dakota.
I.E. Authorized Representatives
(1) This Contract is between the United States of America, acting by and through the Administrator of General Services (GSA), and the Contractor (the Parties). References in this Contract to "the Owner" or "the Government" shall be understood to refer to GSA. The following individual is designated as the only authorized GSA representative under this Contract, unless other warranted contracting officers are designated in writing:
Authorized Representative Information:
Contracting Officer’s Information
Name: Laura Funk
Email: laura.funk@gsa.gov
Telephone: (701) 566-6114
(2) For the applicable authorities and limitations see Section IV of this Agreement, GSAR 552.236-70.
I.F. Contract Liquidated Damages Rate
In accordance with GSAR 552.211-12, Liquidated Damages – Construction, in Section IV of this Agreement, liquidated damages shall be calculated at the rate of $0 per calendar day.
I.G. Buy American Exceptions
For the applicable Buy American clause and any exceptions, see Section IV of this Agreement.
I.H. Statement of Work, Specifications, Drawings, Exhibits, and Other Attachments
The following documents are incorporated by reference into this Contract.
(1) Scope of Work dated 4/8/2024
(2) Universal Scope Requirements dated 3/1/2024
(3) Wage Determination ND20240026 dated 1/5/2024
(Remainder of Page is Intentionally Blank)
(Scope of Work)
CONSTRUCTION SCOPE OF WORK
U.S. GENERAL SERVICES ADMINISTRATION, ROCKY MOUNTAIN REGION 8
Date: 11/24/2024 Revision: 4.0
Section 1: Project Title 525 Portal VACIS-NII Sprinkler Pipe Replacement
Section 2: Project Location, Building Name, & Building Number Portal North Dakota Land Port of Entry, NII Building ND0525AM
US HWY 52 AT CAN BDR
Portal, ND Building Number: ND0525AM
Section 3: Contact List
Contracting Officer (CO) Name: Laura Funk Email: laura.funk@gsa.gov Address: 657 2nd Ave North Fargo, ND 58102 Phone (O): 701-566-6114
Development Project Manager Name: Al Antonio Email: alan.antonio@gsa.gov Phone (C) (720) 284-9598
Property Manager Name: Curtis Schumaier Email: curtis.schumaier@gsa.gov Address: 100 1st Street SW Minot, ND 58701 Phone (O): 701-552-9852 Phone (C): 701-340-5954
Section 4: Project Background & Project Description The purpose of this project is to replace corroded high bay horizontal runs of existing dry-charged sprinkler pipe, and update the system to newer technology, add (2) sprinkler heads below the overhead doors, or relocate (2) existing misplaced heads as applicable, replace one existing drum drip trap, provide 3 additional drum drip traps, replace 1 inspectors test assembly, and convert the existing compressed air dry charging system to a nitrogen system.
1) Existing System Information:
a. Area of Protection:
i. Main Floor 7,400 SF SQ FT
ii. Mezzanine Level 120 SQ FT
b. System Design originally performed per NFPS 13 2007 Edition for Ordinary Hazard, Group I occupancy. (.15/1950 including 30% increase for dry system)
c. Dry pipe system capacity = 230 Gallons
d. System Demand per original calcs:
i. Calc #4 – 365.8 GPM @ 55.5 PSI
ii. Calc #5 – 364.7 GPM @ 60.8 PSI
Section 5: Project Objectives All new work shall comply with latest applicable standards. The contractor shall provide labor, materials, equipment, and supervision necessary to perform:
BASE BID WORK Requirements:
1. Horizontal runs of piping at the high bay level (approx. 25’ above floor) shall be removed and replaced back to an appropriate vertical pipe, and new connection made with an appropriate fitting for dissimilar materials, compliant with all applicable codes.
2. All new sprinkler piping shall be threaded Schedule 10 in accordance with GSA P100 standard.
3. All piping shall be installed in existing pipe hangers unless replacement is required, and the entire piping and hanger system shall be installed to ensure a minimum toward appropriate drain points.
a. Pitch cross mains at ¼” per 10’-0” of run
b. Pitch branch lines at ½” per 10’-0” of run
4. Approximately 62 new brass upright quick response sprinkler heads are required, to replace the high bay sprinkler heads, and they shall be selected based on the associated hazards within the occupancy to be protected in accordance with the requirements in NFPA 13 and the IBC. Contractor shall verify quantities required.
5. Sprinkler equipped with O-ring water seals are not permitted to be installed.
6. The use of saddle tees fitted with rubber gaskets is not permitted.
7. Install new sprinkler heads in a manner to provide the required sprinkler head coverage under the door when the door is up.
8. Remove existing steel piping Drum Drip Trap, and valves, and provide new drum drip trap at that location.
9. Provide additional 3 drum drip traps at each corner of the building.
10. Sprinkler system and FACP shall be put back into full operation at the end of each day.
11. The attached drawings are for reference only. A pre-bid walk through is highly encouraged to understand the whole scope of work.
12. A staging area will be determined by mutual agreement after contract award.
13. The following information is provided for bidding purposes only. The contractor is advised to conduct a site visit and field-verify the exact information required for use in completing the work and submitting an offer.
14. No asbestos or lead containing materials shall be used.
15. All work shall comply with codes and standards applicable to each type of work through the course of this project including the
National Electric Code (NFPA 70). Contractor shall also comply with the requirements of GSA Build Green Standards, and PBS P-100, unless exempted.
16. The Contractor is responsible for locating all utilities in project area, both public and private. GSA will make any existing drawing available for reference purposes only, actual locate is still contractor’s responsibility.
17. The contractor is responsible for the protection of all existing building property surfaces from damage due to work performed under this contract. Damages to existing surfaces caused by the performance of this contract shall be repaired as to match the existing surface finish at no additional cost to the Government.
18. The Contractor shall remove all debris generated in the performance of this contract daily.
19. The contractor shall take all necessary precautions to prevent any dust or debris from filtering into other parts of the building including but not limited to mechanical systems. Should dust or debris filter into other parts of the building the contractor shall take immediate steps to clean the area (no equipment or supplies will be furnished by GSA).
20. At the completion of the project, the project area shall be cleaned to building standards as determined by the GSA Property Manager. Should the contractor fail to clean the project limits in a timely manner, GSA will contract for said cleaning and the cost will be deducted from the contract. Ensure that all penetrations are sealed with fire rated approved material as required by the International Building Code.
21. The CO has the right to reject any unsatisfactory or unsuitable material or workmanship.
Optional Work Requirement
2) Install Nitrogen Generator, Contractor Shall:
a. Remove and dispose the existing dry pipe air compressor system
b. Install new appropriately sized Engineered Corrosion Solutions (ECS) Nitrogen Generator System or approved equal
c. Provide all necessary electrical connections and installation. All work shall comply with codes and standards applicable to each type of work through the course of this project including the National Electric Code (NFPA 70).
d. Nitrogen Generator and gas shall be installed in accordance with GSA P-100, Chapter 7.
e. Comply with the requirements of;
i. GSA Build Green Standards
ii. PBS P-100,
iii. NFPA Standards
f. A design and calculations shall be included as a part of this project.
Section 6: Proposal Pricing & Site Walk
1) Pre-proposal Site Visit Meeting:
a) The site visit shall consist of a meeting to review construction requirements followed by a walk-thru of the project site. The meeting shall be attended by the contractor and GSA project personnel, and appropriate sub-contractors. Contact the Project Manager to schedule a site visit.
b) Review existing conditions of the project area including any field verification.
Review the solicitation/evaluation requirements
2) Cost Proposal Requirements:
a) When submitting a proposal, provide a cost breakdown for each task into the following categories: Materials, equipment, labor hours, subcontractor's quotes, overhead, profit, and bond broken down into shell, tenant improvement (TI) (by tenant), Building- Specific Amortized Capital (BSAC), and environmental (as applicable). Follow P120 guidelines for tier level 3 based on project triage tool. Pricing shall be broken down by Construction Specification Institute (CSI) divisions.
b) Base Bid- All materials and labor associated with removing and replacing the sprinkler piping and heads, and compressed air charging system (to include air compressor) in accordance with the scope of work, AND installation of the Nitrogen Generator system for dry-piping charging.
c) Alternate Bid (DEDUCT) – all work associated with the nitrogen generator system and demolition of the existing compressed air charging system.
Section 7: Period of Performance Once notice to proceed has been issued, the contractor has 60 calendar days to complete the project. The contractor must also promptly begin the badging process at the time of award. Please allow a minimum of 30 days to complete the badging process. Extensions will be granted for unforeseen conditions and other factors outside of the contractor’s control at the Contracting Officer’s discretion.
Section 8: Universal Scope Requirements
• ALL of the requirements in this section are MANDATORY for ALL GSA projects
• See the attached Universal Scope Requirements document for the full details outlining each item
• Failure to comply with any and all of the requirements will result in the project not being accepted as complete
REQUIREMENTS for ALL Projects (Construction, Design & Design/Build)
a. Safety and Health Program
b. Asbestos Containing Materials. To comply with federal and state regulations as well as GSA policy, an asbestos pre-alteration assessment is required for all construction projects as outlined in Section B of the Universal Scope Requirements.
c. Lead Containing Paint / Lead Based Paint
d. Accessibility
e. Green Purchasing
f. Construction Indoor Air Quality (IAQ) Management Plan
g. Construction Waste Diversion
Section 9: Submittals
1) Contractor shall submit a Method of Procedures (MOP) to the GSA Delivery Project Manager (PM) for approval prior to commencement of work. At a minimum, the MOP shall include:
a) Brief narrative describing method of accomplishment, construction techniques, etc
b) Project schedule (to include critical path, major milestones, long lead time items, mob & de-mob, inspection dates, substantial completion, and occupancy dates)
c) Service/Utility Outages (if necessary)
d) Phasing schedule (if necessary)
e) Any building infrastructure/BAS equipment that may be impacted
2) As- Builts (CAD and/ or BIM) BIM is required for any project above the Simplified Acquisition Threshold, currently $250,000.
3) All new equipment and anything requiring a preventative maintenance plan shall be inputted into Maximo upload template.
Information needed from the contractor will be all: Manufacturer, Model Number, Part Number, Serial Number, Any Manufacturer Warranty Information.
4) Manufacturer's specifications, instructions and material specification sheets in original form
5) Submittal register/ log for all products specified to establish a standard of quality to include. Submittal register response by the government shall be 14 calendar days or less.
a) For pricing purposed please assume 1 hard copy of submittals and 1 electronic copy to be sent to the project manager.
Distribution list including final quantities will be finalized after receipt of the submittal log/ register by GSA project manager.
6) If product samples are not submitted in a timely fashion, any delays caused by the contractor will not warrant a time extension.
After completion of all work, the Contractor shall submit to the project manager the manufacturer's specifications, instructions and material specification sheets in original form. Additionally, the Contractor shall submit all inventory changes (removals, additions, upgrades, etc., and new condition codes) to the COR.
7) Submittal response by the government shall be 14 calendar days or less.
Section 10: General Requirements
1) Contractor Use of the Premises
a) During the period of the project, the contractor will have access to the site only during business hours of 7:00 am 4:00
pm. No on-site work shall be performed outside these hours or on holidays unless otherwise directed by the Contracting Officer. The contractor will need to coordinate with the Contracting Officer to arrange access to the parking lot. The contractor shall make every effort to cause a minimum of damage to parking lots, any other paved areas, any items that need to be moved during the course of the project, and any areas not included in this scope of work. Any damage caused will be repaired at the contractor’s expense.
2) Progress Meetings
a) Progress meetings are not required for this project. The project manager and building team representative shall make daily inspections of the work progress.
3) Equipment The contractor shall provide all equipment associated with the entire project, operate in a safe manner and adhere to all OSHA and GSA standards.
4) Equipment and Material Storage The contractor shall provide and store all equipment, the materials specified above, and any other materials required completing the project. The materials are required to be kept clean and dry throughout the duration of the project.
Contractor to coordinate with building manager for location of storage sheds.
5) Sanitary Facilities Provide and maintain temporary toilet facilities in accordance with State Health Department and GSA requirements.
6) Electricity, Water, and Gas GSA will pay for electricity, water, and gas during the course of this project. The contractor is responsible for making connections to the existing systems. Temporary electrical work shall meet the requirements of NFPA 70-1996 (NEC), Article
305. When temporary connections are removed, restore existing utility services to their original condition.
7) Contractor’s Field Office The contractor may provide an office for their own use. Size, location, and construction shall be subject to approval.
8) Fire Watch Contractor shall be responsible for providing fire watch if required per attached GSA fire watch guidelines.
9) Fire Alarm Impairment and Hot Work When a fire suppression or alarm system impairment is required, contractor shall provide written outage request to GSA for approval in advance of impairing any systems. Contractor shall be responsible for having a GSA approved NICET certified fire alarm contractor perform all system impairments. During fire alarm/suppression impairments or hot work procedures, contractor shall provide a fire watch per the GSA Regional Fire Watch Guidelines.
10) Protection of Public The building site will continue to be used by tenants. The contractor shall fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry. The contractor shall illuminate barricades and obstructions at night and maintain safe building access and egress for tenants.
11) Housekeeping
The project site shall be kept in a neat, orderly, and safe condition at all times. The contractor shall provide enough containers for collecting construction debris and construction materials to be recycled. The contractor shall wet down dry materials and rubbish to prevent blowing dust and keep volatile wastes in covered containers.
12) Transportation and Deliveries The contractor shall arrange deliveries of materials in accordance with construction schedules; coordinate with COR to avoid conflict with other tenants and other work conditions at the site. Contractor must make GSA PM & CO aware of any lead times that may affect the project schedule.
13) Cleaning Before scheduling the final inspection, the Contractor shall accomplish six items: (1) Remove all tools, equipment, surplus material, and rubbish; (2) Restore or refinish, to original condition, surfaces that are damaged due to the work of this contract; (3) Remove grease, dirt, stains, foreign materials, and labels from finished surfaces; (4) Thoroughly clean building interiors; (5) Pickup all construction debris from the site; and (6) At time of final inspection, project shall be thoroughly cleaned and ready for use.
14) Protection of the Building The construction contractor is responsible for the protection of all existing building property for damage due to work performed under this contract. Any damage caused by the performance of this contract shall be repaired to match like or better condition at no additional cost to the government.
15) Disruptive Work All painting, staining, or other activity which may cause noxious or undesirable fumes and/ or any noisy work that may be disruptive to the tenants/ public must be performed after normal working hours. The use of paint or stain that does not generate odors is preferred and may be required if the space will be occupied the following day with prior written approval from GSA.
Section 11: Badging & Security
1) Contractor is responsible to follow GSA’s security and badging requirements as detailed at the time of contract award.
2) US Access shared enrollment centers can be found at fedidcard.gov. Travel distances to the nearest center should be accounted for during the badging process.
3) All contract employees working onsite shall have a favorable Tier 1 or SAC background investigation.
• Personnel who have not received a favorable determination will not be permitted to work on this project.
• Escorting of employees that have not received a favorable determination through GSA’s security requirements or local agencies background check is not permitted.
• The contractor may be subjected to additional background checks by the local agency for any border station projects or services.
• At the discretion of the Port Director and GSA Facility Manager, background checks for escorted personnel may be conducted by Customs and Border Protection.
Section 12: Payments
1) Information regarding payment requests and payment is in the solicitation/ contract. Please contact the CO if you have any questions regarding payments.
Section 13: Substantial Completion & Final Inspection
1) When project, or designated portion of project is complete, request a final inspection. Upon receipt of request that project is substantially complete, the Contracting Officer will proceed with the inspection within ten days of receipt of request or will advise the contractor of items that prevent the project from being designated substantially complete.
2) Red-lined drawings and CAD and/or BIM as-built drawings, and field training for Operations and Maintenance (O&M) personnel shall be provided at completion of project. Maintain one complete set of contract drawings. Clearly mark changes, deletions, and additions using GSA CAD Standards to show actual construction conditions. Show additions in red, deletions in green, and special instructions in blue print. Provide to GSA within timeframe negotiated at time of award.
3) The contractor shall provide O&M manuals. The O&M manuals shall contain the following:
o Executed Warranties (at project completion) o Maintenance and operation manuals
Section 14: Historical Building: NA http://fedidcard.gov/
Section 15: Attachments
1) Universal Scope requirements
2) Building drawings
3) Photos
Existing Sprinkler Plan – Not to Scale
Drum Drip Trap Detail – Not to Scale:
Typical Building Section – Not to Scale
Representative Photos
UP
11-0 11-0 11-0 11-0 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 3" 3" 3" 3"
11-0 11-0 11-0 11-0 11-0 11-0 11-0 4-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
1"
1" 1" 1" 1" 1" 1" 1"
1" 1" 1" 1" 1"
1" x 1'- 0" (TYPICAL) 1 " RN X 2'-6"" (TYPICAL) 1" x 1'- 0" (TYPICAL)
STARTER PIECESTARTER PIECE
-0
-6
1" 1"
11-0 11-0 11-0 11-0 11-0 11-0 11-0
2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"
-61"
-61"
-61"
-61"
-01"
-01"
-01"
-01"
-01"
-01"
-61"
-61"
-61"
-61"
-61"
-61"
-01"
-01"
-01"
-01"
-01"
-61"
3" 45 -0
1 1/4" RN X 2'-6"" (TYPICAL) 1 1/4" RN X 2'-6"" (TYPICAL)1 1
4" x 1'-0" (TYPICAL)
STARTER PIECE
3" DN TO RISER
CALC # 4 REMOTE AREA ORD. HZ. GR. I
.15/1950 (ACTUAL 1962 SF)
CALC # 5 REMOTE AREA ORD. HZ. GR
.15/1950 (ACTUAL 2050 SF)
5 10
13 18
20 25
23 27
4 9
10 20
16 21
26 29
26 30
33 37 41
11-0 11-0 11-0
3" 3" 3" 3" 3"
8-0
TYPICAL HANGER (ALL HANGERS TO BE IN FULL
COMPLIANCE W/ NFPA 13 9.1)
PE 23'-0" AFF
PE 28'-0"AFF
PE
-'0 " A
FF
PE 29'-0" AFF
PE 28'-0" AFF
PE 27'-0" AFF
PE 24'-0" AFF
3"
OPERATION
N.I.I.
WAITING
PE
-'0 " A
FF
PE
-'0 " A
FF
UP
MECHANICAL LOFT
CLEAR HT.
127' - 3"
100' - 0"
STEEL COLUMN
(BEYOND)
8" CMU
WALL
T.O. CATWALK FRMG.
109' - 10 12"
T.O. LOFT PLATE 2
119' - 9"
ELECTRICAL EQUIPMENT
MAIN F.F.L.
11-0 11-0 11-0 11-0 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 3" 3" 3" 3"
11-0 11-0 11-0 11-0 11-0 11-0 11-0 4-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
1" RN X 2'-6" (TYPICAL)
1" 1" 1" 1" 1" 1" 1"
1" 1" 1" 1" 1"
1" x 1'- 0" (TYPICAL) 1 " RN X 2'-6"" (TYPICAL) 1" x 1'- 0" (TYPICAL)
STARTER PIECESTARTER PIECE
-0
-6
1" 1"
11-0 11-0 11-0 11-0 11-0 11-0 11-0
2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"
-61"
-61"
-61"
-61"
-01"
-01"
-01"
-01"
-01"
-01"
-61"
-61"
-61"
-61"
-61"
-61"
-01"
-01"
-01"
-01"
-01"
-61"
3" 45 -0
1 1/4" RN X 2'-6"" (TYPICAL) 1 1/4" RN X 2'-6"" (TYPICAL)1 1
4" x 1'-0" (TYPICAL)
STARTER PIECE
3" DN TO RISER
CALC # 4 REMOTE AREA ORD. HZ. GR. I
.15/1950 (ACTUAL 1962 SF)
CALC # 5 REMOTE AREA ORD. HZ. GR. I
.15/1950 (ACTUAL 2050 SF)
5 10
13 18
20 25
23 27
4 9
10 20
16 21
26 29
26 30
33 37 41
6. PIPING MATERIAL: 21
2" THRU 4" GALV. SCH 10 W/ GRV. FTGS
1" THRU 2" GALV. SCH 40 W/ THRD FTGS
7. AREA OF PROTECTION: MAIN FLOOR: 7400 SQ.FT.
MEZZANINE LEVEL: 120 SQ. FT.
8. SYSTEM DESIGN PER NPFA 13 2007 EDITION FOR ORDINARY HZ
GROUP I OCCUPANCY .15/1950 INCLUDING 30% AREA INCREASE
FOR DRY SYSTEM.
9. DRY PIPE SYSTEM CAPACITY @ 230 GALLONS
10. SYSTEM DEMAND: CALC # 4 365.8 GPM @ 55.5 PSI
SPRINKLER HEAD LEGEND
0 VIKING VK410 INSTITUTION HEAD 165 DEGREE 5.6K
62 TYCO TY3131 BRASS UPRIGHT HD 200 DEGREE 5.6K
2 TYCO TY3231 CHR REC PENDANT HD 155 DEGREE 5.6K
0 TYCO TY3331 BRASS HOR SIDEWALLHD 200 DEGREE 5.6K
TYCO DPV-1
AMES MAXIM M200
11-0 11-0 11-0
3" 3" 3" 3" 3"
8-0
HYDRAULIC REFERENCE POINT
1" UP
11-63-0 1" 1"
1" DN
TIE TO RISER
9-04-0 1" 1"
TYPICAL HANGER (ALL HANGERS TO BE IN FULL
COMPLIANCE W/ NFPA 13 9.1)
HANGER SYMBOL - ALL HANGERS TO BE IN COMPLIANCE
WITH NFPA 13 CHAPTER 9
PE 23'-0" AFF
PE 28'-0"AFF
PE
-'0 " A
FF
PE 29'-0" AFF
PE 28'-0" AFF
PE 27'-0" AFF
PE 24'-0" AFF
3"
TRAPEZE HANGER SYMBOL
OPERATION
N.I.I.
WAITING
CALC # 5 364.7 GPM @ 60.8 PSI
PE
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FF
PE
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FF
SHEETSHEET
GENERAL SERVICES ADMINISTRATION
ROCKY MOUNTAIN REGION
P.O. BOX 25546
DENVER FEDERAL CENTER
DENVER, CO 80225-0546
U .S
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1-
8-
DESIGNER AND PROFESSIONAL ENGINEER
BRUCE K. HALL NORTH DAKOTA PE #5913
DATE: ____________________
AS BUILT
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II. Prices
II.A. Basis of Pricing
(1) Contract Prices. All Contract prices set forth in this Section include all costs necessary to complete the work for which the price is established (e.g., Base Contract, Unit Price, Options) in accordance with the Contract Documents, including, but not limited to, the cost of work performed by subcontractors and consultants, indirect costs, fees, expenses, taxes, and profit.
(2) Knowledge of Conditions Affecting Price. FAR 52.236-3, Site Investigations and Conditions Affecting the Work, is incorporated by reference in this Contract. The Contractor shall be presumed to have established all prices with knowledge of general and local conditions that may affect the cost of Contract performance at the site where the Work is to be performed, to the extent that such information is reasonably obtainable.
(3) Unit Prices and Allowances. If any portion of the Work is to be performed on a unit price basis, the Unit Price shall include all costs of coordinating and incorporating the unit-priced portion of the Work into the Base Contract Work. The Contractor shall only be obligated to perform unit-priced work to the extent that an Allowance has been established. The Contractor shall be obligated to perform such work in excess of a unit quantity for which an Allowance is established only if directed by the Contracting Officer in writing. The Contractor shall be bound to the unit price or prices set forth herein in all equitable adjustments for changes including unit priced work, and no markups shall be applied to such unit prices.
(4) Options. If any portion of the Work is to be performed upon the timely exercise of an Option, the Option Price shall include all costs of coordinating and incorporating the Option-priced portion of the Work into the Base Contract Work. An adjustment to the Contract price for such additional work shall be computed solely on the basis of the Option price or prices set forth herein. Unless otherwise specified, all options may be exercised within 90 days of Contract award.
(5) Bid Rates. If this Contract includes Bid Rates to be used in determination of equitable adjustments (e.g., overhead, profit, daily rates for time-related costs), such rates shall be deemed to include all costs recoverable as components of an equitable adjustment consistent with the requirements, definitions, and exclusions applicable to equitable adjustments set forth in this Contract, and consistent with the Contractor's cost accounting practices. Unless otherwise specified, the bid rates shall be deemed to include only the Contractor's costs, and not the costs of any subcontractors.
II.B. Contract Price Form
In addition to a separate cost breakdown, the contractor should insert total offer price in box 17 of Standard Form (SF) 1442.
III. Terms and Conditions
III.A. Commencement, Prosecution, and Completion of Work
FAR 52.211-10, Commencement, Prosecution, and Completion of Work and GSAR 552.211-10, Commencement, Prosecution and Completion of Work is supplemented as follows:
The Contractor shall diligently prosecute the Work so as to achieve Substantial Completion of the Work, as defined in GSAR 552.211-70 Substantial Completion (Mar 2019) and the time specified in Section I (Project Information), “Period of Performance” clause. If the Contract specifies different completion dates for different phases or portions of the Work, the Contractor shall diligently prosecute the Work so as to achieve Substantial Completion of such phases or portions of the Work within the times specified.
III.B. Contractor Responsibilities
GSAR 552.236-71, Contractor Responsibilities is located in Section IV.A. of this Agreement and is supplemented as follows:
(1) The Contractor shall secure and pay for all necessary permits and governmental fees, licenses, and inspections that are customarily secured after award of the Contract and that are legally required at the time of award. The Contractor shall provide a copy of the permits required for execution of the work to the Contracting Officer prior to commencement of any related work.
III.C. Material and Workmanship
All equipment, material, and articles incorporated into the Work shall be new and of the most suitable grade for the purpose intended, unless otherwise specified in this Contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number shall be regarded as establishing a standard of quality and performance and shall not be construed as limiting competition. Unless specifically directed by the Contracting Officer, the Contractor may use any equipment, material, article, or process that is equal to that named in the specifications, so long as it is of comparable quality and meets specified characteristics, or, if no such characteristics are specified, the relevant performance characteristics of the specified item.
III.D. Project Schedule
(1) The Project Schedule shall be a rational, reasonable and realistic plan for completing the Work, and conform to requirements specified in this clause and elsewhere in this Contract.
(2) The Contractor understands and acknowledges that the preparation and proper management of the Project Schedule is a material component of the Work, and that the Contract price includes all costs of compliance with Project Schedule requirements.
(3) The Project Schedule shall depict all major activities necessary to complete the Work.
(4) Prior to NTP, the Contractor shall submit its Project Schedule to the Contracting Officer. The Contractor shall submit the Project Schedule in PDF and hardcopy print format.
(5) The Project Schedule shall incorporate both major tasks as well as milestone events specified in the Contract, including, as applicable, NTP, Substantial Completion, and milestones related to specified work phases and site restrictions. The Project Schedule shall also include Contractor-defined milestones to identify target dates for critical events, based upon the Contractor's chosen sequence of work and be linked to the tasks that drive those milestones.
(6) Unless a shorter period for updates is specified elsewhere, the Contractor shall update the Project Schedule weekly to reflect its actual progress in completing the Work, and submit the updated Project Schedule to the Contracting Officer.
(7) If the Contractor revises the Project Schedule after initial submission, the Contractor shall provide in writing to the Contracting Officer a narrative describing the substance of the revision, the rationale for the revision, and the impact of the revision on the projected substantial completion date.
(8) If at any time the Contracting Officer finds that the Project Schedule does not comply with any Contract requirement, the Contractor shall, upon written notice of exceptions taken by the Contracting Officer, revise the Project Schedule, adjust activity progress, or provide sufficient information demonstrating compliance.
(9) If the Contractor fails to sufficiently address the Contracting Officer's exceptions to the Project Schedule within 5 calendar days of written notice of the same, the Contracting Officer may withhold retainage until the Project is Substantially Complete or until such time as the Contractor has complied with Project Schedule requirements.
(10) The Contracting Officer shall be entitled, but not required, to rely upon the Project Schedule to evaluate the Contractor's progress, evaluate entitlement to extensions of time, and determine the criticality or float of any activities described in such Project Schedule.
III.E. Interpretation of Specifications and Drawings
(1) The specifications and drawings shall be interpreted to complement each other.
Requirements set forth in the specifications and not shown on the drawings, or shown on the drawings and not set forth in the specifications, shall be of like effect as if shown or set forth in both.
(2) Different requirements within the Contract Documents shall be deemed inconsistent only if compliance with both cannot be achieved.
(3) If a requirement set forth in one location is more restrictive than that set forth elsewhere in the Contract Documents, requirements set forth in specifications shall govern over requirements set forth in drawings; otherwise, the more restrictive shall govern.
(4) In case of…
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