12639520R0057-0001.pdf
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- Hangar Roof Repairs, Moore Air Base, Texas
- Solicitation number
- 12639520R0057
About this file
This solicitation requests proposals to repair and replace portions of a hangar roof at Moore Air Base in Edinburg, Texas. The project includes removing an existing foam roof system and installing a silicone-based roof coating. The procurement is set aside for small businesses only, with a NAICS code of 238160 and size standard of $16.5 million. Interested parties should monitor the beta.sam.gov site from July 31, 2020 for the full solicitation and any amendments. Questions can be directed to the named contracting officer by email. The magnitude of the project is estimated between $250,000 and $500,000.
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(x)
12639520R0057 x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR
OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
APHIS-MN-126395
08/18/20200001
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
USDA APHIS
250 MARQUETTE AVE
SUITE 410
MINNEAPOLIS MN 55401
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
08/03/2020
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Tax ID Number: Not Available
DUNS Number: Not Available
This amendment is written to replace the solicitation. Specific changes are made to the statement of work and two provisions are added:
- Change the statement of work, section 1.0. Deleted text is identified by "strike through" and additional text is identified by the color light blue.
- Add the following provisions in full text (see pages 29-32): 52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment (Aug 2020); 52.204-26 Covered Telecommunications Equipment or Services-Representation (Dec 2019). OFFERORS MUST COMPLETE THESE REPRESENTATIONS AND SUBMIT THEM WITH THEIR PROPOSAL IN Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
JAMES G. ROLOFF
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
08/18/2020
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 41CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
12639520R0057/0001
ORDER TO BE CONSIDERED FOR AWARD.
These provisions are incorporated because Federal
Acquisition Regulation (FAR) rule 2019-009 was published July 14, 2020, and took effect August
13, 2020. The rule implements prohibitions contained in section 889(a)(1)(B) of the National
Defense Authorization Act (NDAA) for Fiscal Year
2019. More detailed background information is available on the Federal Register at (cut and paste into browser):
https://www.federalregister.gov/documents/2020/07/
14/2020-15293/federal-acquisition-regulation-prohi bition-on-contracting-with-entities-using-certain
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
SOLICITATION, OFFER,
AND AWARD
2. TYPE OF SOLICITATION
6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.
PAGE OF PAGES
CODE 8. ADDRESS OFFER TO
SOLICITATION
(Construction, Alteration, or Repair)
1. SOLICITATION NO. 3. DATE ISSUED
IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.
9.
INFORMATION
b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."
CALL:
FOR
SEALED BID (IFB)
NEGOTIATED (RFP)
1009627
7. ISSUED BY
USDA APHIS
250 MARQUETTE AVE
SUITE 410
MINNEAPOLIS MN 55401
APHIS-MN-126395
james.g.roloff@usda.gov
a. NAME
JAMES ROLOFF 612-336-3223
1x 08/03/2020
12639520R0057
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)
Hangar Roof Repairs/Replacement, Moore Air Base, Texas
11. The Contractor shall begin performance
12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)
13. ADDITIONAL SOLICITATION REQUIREMENTS:
a. Sealed offers in original and is not required.is, 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.
(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
d. Offers providing less than
12b. CALENDAR DAYSYES NO
(If "YES", indicate within how many calendar days after award in Item 12b.)
10 60 calendar days and complete it within ________________ ________________ calendar days after receiving
09/02/2020
NSN 7540-01-155-3212
x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________
STANDARD FORM 1442 (Rev. 4-85)
Prescribed by GSA
FAR(48 CFR) 53.236-1(d)
Amendment 0001
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 by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than item 14.)
CODE FACILITY CODE
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGEMENT OF AMENDMENTS
OFFER (Must be fully completed by offeror)
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE.
20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
CODE 27. PAYMENT WILL BE MADE BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this document and return (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.
30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)
30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE
BY
2PAGE OF
26. ADMINISTERED BY
USDA APHIS
250 MARQUETTE AVE
SUITE 410
MINNEAPOLIS MN 55401
APHIS-MN-126395
JAMES G. ROLOFF
28. NEGOTIATED AGREEMENT 29. AWARD
Contractor agrees to furnish 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, copies to issuing office.)
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
STANDARD FORM 1442 (REV. 4-85) BACK
Continued...
Solicitation 12639520R0057, Hangar Roof Replacement Amendment 0001
NOTES TO OFFEROR:
1. Please refer any questions pertaining to this solicitation to Jim Roloff, contracting officer, at james.g.roloff@usda.gov. Additionally, email your proposal to Jim Roloff by the date and time indicated in block 13 on the first page of this solicitation. See evaluation factors for award on pages 38 and 39.
2. The appropriate Department of Labor wage determination for construction shall apply to any resultant contract (see page 25).
3. The successful offeror shall be subject to the conditions in the clause at FAR 52.219-14 Limitations on Subcontracting, i.e., the concern must perform at least 25 percent of the cost of the contract, not including the cost of materials, with its own employees.
4. USDA is exempt from sales tax: tax ID no. 41‐0696271; tax exempt no. 471640000.
5. Offeror shall submit the following items for award consideration:
A signed copy of the Standard Form 1442. Please complete block 14, including vendor name, address, phone number, Federal Tax ID number, and DUNS number; block 17, block 19 if applicable; and blocks 20a, 20b, and 20c. See Evaluation Factors for Award on pages 38 and 39 for further information on what to include in your proposal. Offerors also must complete the representations (provisions 52.204-24 and 52.204-26) on pages 29-32.
6. A pre-proposal conference/site visit is scheduled for Aug 12 at 9 a.m. CT. See the provision on page 33 for details. Offerors must take steps reasonably necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to:
- conditions bearing upon transportation, disposal, handling, and storage of materials;
- the availability of labor, water, electric power, and roads;
- the conformation and conditions of the ground; and
- the character of equipment and facilities needed preliminary to and during work performance.
Offerors shall also satisfy itself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done by the Government, as well as from any drawings and specifications made a part of this contract. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the Government. The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract.
mailto:james.g.roloff@usda.gov
1.0 STATEMENT OF WORK
1.1 Background:
Since 1961, the USDA has operated facilities on Moore Air Base near Edinburg, Texas. Thus, much of the infrastructure at the base has remained relatively unchanged. An aircraft hangar (bldg. 6205) was constructed in 1941 by the U.S. Army and consists of sheet metal, structural steel, and curved steel trusses for the roof system with 4” channel purlins at 4’ O.C. The wall and roof cover is 24 gauge corrugated panel. Hangar size is approximately 21,960 sf with a roofing span of 26,100 sf. Previously, the roof deck panels were replaced on both east and west curved roofs. In addition, there are three distinct manufactured panels on the roof. The current roof cover is sprayed on polyurethane foam. The foam is severely deteriorated and approximately 20% of the metal is exposed. Exposed metal panels have moderate to severe corrosion and approximately 15 to 20 panels are dented. The metal panels are connected with bent metal rods which curve around the bottom of the C channels at 12” O.C. The roofing system is at the end of its useful life resulting in major leaks within the building.
1.2 Scope:
1.2.1 Contractor shall furnish all plant, labor, materials, and equipment necessary to repair the existing hangar roof. Roof shall be capable of withstanding at a minimum a 120 mile per hour wind load exposure C and 5 lb. dead weight load. Contractor shall verify wind load exposure for locale and submit supporting documentation prior to construction. Reference IBC Wind Load Chart and ASCE Wind Speed Map.
1.2.2 Inspect the existing roof and decking to ascertain construction requirements and identify the specific number of deteriorated/damaged decking panels and corroded corrugated metal panels in need of replacement/repair and report to the Facility Manager (FM) prior to execution. Upon conferring with the FM, replace deteriorated/damaged decking panels damaged from water infiltration. Current estimates identify approximately 20 percent of the metal is exposed. Exposed metal panels have moderate to severe corrosion and approximately 15 to 20 panels are dented. Provide unit price per square foot for panel replacement.
1.2.3 Remove existing corroded/damaged corrugated metal panels and any substrate panel, prep and replace in kind. the roof, inclusive of any awnings (approx. 26,100 sq. ft.). Replace the roof in phases such that the entire interior structure has limited exposure to the elements i.e., remove only what can be replaced in a single day. Use rust inhibitor primer on minor rust spots.
a. Remove existing SPF roofing system to ensure a uniform application. Replace metal panels in areas where the SPF cannot be effectively removed (coordinate with facility manager for concurrence). Power wash and clean entire roof surface and allow to dry.
Prepare the roof for new SPF roofing system.
b. Provide new SPF roofing system on the entire building inclusive of awnings at a minimum of 20 mils to 30 mils thick to ensure warranty requirements are satisfied. SPF shall be a continuous monolithic system inclusive of gutters, flashing, etc.
c. Provide SPF with elastomeric membrane. Membrane shall allow protection against ultraviolet radiation, weathering and be waterproof. Covering shall be one of the following: silicone-based coating; biobased coating.
d. Ensure SPF roof system slopes for integrity, depth, drainage. Perform quality control inspection to validate proper application and provide documentation confirming results to the government.
1.2.4 Remove old foam roofing system, prep and install a new roof coating, preferably biobased. If using a biobased roof coating, the Contractor shall submit with their proposal a complete list of biobased products, indicating the name of the manufacturer, cost of each material, and the intended use of each of the materials that are to be used in carrying out the requirements of this contract.
1.2.5 Apply a minimum of two elastomeric membrane roof coatings—a 20-mil base coat and 10-mil top coat. Allow coats to dry between applications. Coating shall have superior resistance to ponding water and low water absorption. Apply base coat and polyester mesh and dry as needed on all repairs.
1.2.6 Remove non-operational vents and penetrations and seal off.
1.2.7 Remove old sheet metal roof panels and install new roof panels using appropriate fasteners with neoprene washers to prevent leaks. Roof panels shall have a factory-painted baked on finish. Provide color sample for Government approval. Caulk and weatherproof as required.
1.2.8 Unless otherwise noted, roof panels shall be continuous. Use 24-gauge non-finished corrugated deck panels or better. Attach panels to the 4” channels with #12 Tek screws at 6” O.C at perimeter and 12” O.C. in the field. Provide overhang as dictated by the FM. Do not install new panels over panels where the existing, old SPF could not be completely removed.
1.2.9 Clean and prep metal drip edge, coping, gutters and downspouts. Repair and/or replace as needed.
1.2.10 Power wash and clean entire roof surface and allow to dry. Contractor shall be SPF Alliance certified/trained. Contractor shall be certified by the manufacturer to apply product to ensure product warranty. Install SPF per the manufacturer’s recommendation, the SPF Alliance, and Metal Construction Association.
1.3 Further Requirements:
1.3.1 Perform all work in accordance with local, state, federal regulations, industry best practices, and manufacturer’s instructions for proper use/installation.
1.3.2 Contractor shall keep a photo journal of all work performed during the construction period.
1.3.3 Tag out electrical and/or mechanical equipment impacted by the restoration repairs. Provide a minimum of 5-days’ notice before any utility or program system is shutdown. Coordinate any shutdown and/or work performed with the Government to preclude interference with the current operation of the facility during the construction process.
1.3.4 All equipment and materials shall be rated per code for the environment in which installed.
1.3.5 Roof panels shall have a factory-painted, baked-on finished. Roof and finish SPF roofing system shall have a minimum 10-year non-prorated manufacturer warranty against blistering, flaking or peeling of the finish on material and labor. Coordinate color with FM. Provide a 10-year, non-prorated warranty on labor.
1.3.6 Coordinate development of construction drawings/sketches with other disciplines to identify potential conflicts and minimize re-work.
a. Any equipment removed from the roof or interior ceiling area to facilitate the installation of the new panels shall be re-installed by the Contractor.
b. Contractor shall utilize trade professionals to install respective equipment.
c. Contractor shall ensure all equipment impacted by this installation is working correctly prior to contract closeout.
1.3.7 Provide typical cut sheets of components and material recommended for installation.
a. Submit shop drawing and product data submittals, change order requests, safety data sheets, and Requests for Information (RFI) to the Government for review and acceptance prior to construction. Government will have a minimum of 14 days to review and/or respond to each request. Requests received after 2 p.m. EST will be considered as received the next business day.
b. Maintain Safety Data Sheets (SDS) of all glues, sealants, paints, sprays, etc. used during the installation process. Submit SDS to the Government at contract closeout.
1.3.8 All nuts and bolts, etc. in direct contact with corrosive chemicals shall be stainless steel.
a. Coat all nuts and bolts, other than stainless steel, with a rust inhibitor.
b. Ensure all materials are new and rated for the environment in which installed.
c. Fasteners shall be suitable to withstand design loads as recommended by the manufacturer. Exposed heads shall match the color of the sheet metal.
1.3.9 Where dissimilar metals contact each other, or where metal contacts pressure treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact point surfaces only with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or industry standards.
a. Coat concealed side of uncoated-aluminum and stainless steel sheet metal flashing and trim with bituminous coating where flashing and trim contact wood, ferrous metal or cementitious construction.
b. Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet.
1.3.10 Contractor shall employ methodologies to protect against “electrolytic action” from dissimilar metals.
1.3.11 Fabricate sheet metal flashing and trim in shop to the greatest extent possible.
a. Seal joints as required for watertight construction.
b. Rivet joints where necessary for strength.
1.3.12 Any drawings provided by the Government are conceptual in nature only and shall be confirmed by the Contractor in the field.
1.3.13 Contractor shall maintain a clean construction area for project duration. Maintain all construction debris in covered containers. Clean the project site of dust and all construction debris. Contractor shall remove all construction debris from the site.
1.3.14 Utilize methodologies to minimize airborne particles, dust, sediment problems and soil erosion overspray.
1.3.15 Maintain noise pollution at 85 decibels or below per OSHA 1910.95. If Contractor believes noise pollution will become a problem, coordinate with the FM for resolution.
1.3.16 Coordinate with the FM prior to performing any welding or work requiring hot permits. Weld connections shall have smooth transitions with no sharp or extensive projections.
1.3.17 Finished surfaces and/or roof equipment that are damaged, scratched or marred due to modifications performed by the Contractor shall be restored at no expense to the Government and to the FM’s satisfaction. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing as approved by a Trade Professional and leave in an undamaged condition.
1.3.18 Contractor shall demolish the existing roof. The Government shall have the first right of refusal for all deconstructed or salvaged material or equipment. Unless otherwise identified by the Government, all demolished, deconstructed or salvaged material or equipment shall be removed from the site at the Contractor’s expense. Develop a Waste Management Plan that addresses where and how the waste is diverted. Include estimated percentages for salvage, recycle, landfill, etc. Maintain records of disposal for submission to the Government at project closeout.
1.3.19 Provide a Safety Plan and Quality Assurance/Quality Control (QA/QC) Plan for Government review and acceptance. QA/QC plan should address how project phasing is implemented to minimize impact to facility operations. It should also address preventive measures to mitigate dust and noise pollution during demolition and construction.
a. Plan should address the extreme care required to execute the project due to the height and wind safety concerns associated with roof repairs in open areas.
b. Secure mechanical lift capabilities. Provide a plan to assure personal lifting of equipment and supplies to the roof is limited.
c. Identify tie off points and ensure tie off points meet OSHA requirements. Use OSHA approved techniques while using tie off points.
1.3.20 The Contractor shall comply with the latest editions of national codes and regulations including federal, state, and local laws. Contractor shall pull any required permits. Codes and regulations include, but are not limited to, the following:
• International Building Code (IBC)
• National Electrical Code (NEC)
• National Life Safety Code
• Occupational Safety and Health Administration Regulations (OSHA)
• National Earthquake Hazardous Reduction Program (NEHRP) provisions for seismic requirements in new buildings
• USDA Facilities Design Standards - ARS 242-01M
• Environmental Protection Agency (EPA)
• National Roofing Contractors Association
• SPF Alliance
• Metal Construction Association
• National Fire Protection Association – Building and Construction Safety Codes
1.3.21 Compliance with Building Codes: In accordance with Public Law 100-678, federal agencies must comply with National Building Codes, Local Building Codes, and Zoning Ordinances. If required by the local authorities, the Contractor shall comply with the appropriate statutes governing the signing and sealing of engineering reports and drawings. Project design shall comply with “USDA Facilities Design Standards” provided in the paragraph “Project Data.”
1.3.22 Compliance with Local Building Officials: Public Law 100-678 requires federal agencies to offer local building officials the opportunity to review projects for code conformance. The design effort must include coordination efforts with the local building officials including officials at the military base, etc.
The federal Government will not pay for reviews. If the code authority declines to review the project without payment, the Contractor shall document the effort was made to coordinate with the code authority, but that they declined the offer. If the code authority chooses to review design without payment, the Contractor shall coordinate all project submissions with the local code authorities.
1.3.23 Electronic Files: Drawings/sketches related to this effort will be prepared using computer aided design and drafting (CADD), AutoCAD for Windows, and will be in both .DWG and .PDF formats.
Electronic and hard copy formats of the drawings and specifications will be provided to the Government.
1.3.24 Preferred Biobased Products: Contractor shall consider the use of appropriate preferred biobased products. For each biobased product, Contractor shall specify the percentage of biobased content for the USDA-designated biobased content products. The offeror shall document prior experience in specifying, purchasing, using, and installing USDA-designated biobased products. The Contractor shall demonstrate that the products to be used will contain the percentage specified in the USDA recommendations or the highest level of biobased material practicable, consistent with USDA’s recommended percentages of biobased content. Reference the following link https://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml
1.3.25 Recycled-Content Construction Material: Contractor shall include the use of appropriate recycled-content construction material. A list of recommended recycled-content construction material can be found at https://www.epa.gov/smm/comprehensive-procurement-guidelines-construction-products.
1.4 General Information:
1.4.1 Work Hours: Monday through Friday, 7 a.m. - 3:30 p.m. All work outside of the aforementioned days and hours shall be approved by the Facility Manager in writing prior to entering the facility.
1.4.2 A valid picture identification such as a driver’s license or a state identification card are required, and vehicles on site shall have proper insurance and registration.
1.4.3 Employees working at the facility shall remain in the area of the project. Anyone found outside of the identified construction area shall be removed from the facility and not allowed to return.
1.4.4 Contractor shall provide restroom facilities with provisions to sanitize hands.
1.5 Project Data:
As applicable, the following information and design criteria are available for the Contractor’s use to ensure compliance. Version identified may or may not be the latest. Contractor to confirm and reference the latest version prior to incorporating into design documents. Not all project data provided is applicable to this project.
• USDA Facilities Design Standards http://www.afm.ars.usda.gov/ppweb/PDF/242-01M.pdf
• Designated Green Products for Federal Procurement https://sftool.gov/greenprocurement
• 29 CFR Part 1910 Occupational Safety and Health Standards https://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml https://www.epa.gov/smm/comprehensive-procurement-guidelines-construction-products https://www.epa.gov/smm/comprehensive-procurement-guidelines-construction-products http://www.afm.ars.usda.gov/ppweb/PDF/242-01M.pdf https://sftool.gov/greenprocurement https://www.osha.gov/pls/oshaweb/owasrch.search_form?p_doc_type=STANDARDS&p_toc_level=1&p_keyvalue=1910
• 29 CFR Part 1926 Safety and Health Regulations for Construction
• Preferred Biobased Products found at https://www.biopreferred.gov/BioPreferred/
• Recommended Recycled-Content Construction Material found at https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program
1.6 Points of Contact:
Contracting Officer (CO):
Jim Roloff USDA, APHIS, AAMD Acquisition Branch 250 Marquette Ave, Suite 410 Minneapolis, MN 55401 Tel. No.: 612-336-3223 Email: James.G.Roloff@usda.gov
Engineering Project Manager (EPM):
Fikru Taye, P.E.
Structural/Civil Engineer
USDA, APHIS, MRPBS
4700 River Rd Riverdale, MD 20737 Office: 301-851-2638 Email: rheta.r.johnson@usda.gov
Program Project Manager (PPM) Kirk Richardson
USDA, APHIS, PPQ
4700 River Road, Unit 130 Riverdale, MD 20737 Tel. No.: 301-851-2648 Email: Kirk.F.Richardson@usda.gov
Facility Manager Gabriel Lopez 22675 N. Moorefield Rd. 78541 MAB Edinburg, Texas Work Phone: 956-205-7608 Work Cell Phone 956-207-9594 Email: Gabriel.Lopez@usda.gov https://www.osha.gov/pls/oshaweb/owasrch.search_form?p_doc_type=STANDARDS&p_toc_level=1&p_keyvalue=1926 https://www.biopreferred.gov/BioPreferred/ https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program mailto:James.G.Roloff@usda.gov mailto:rheta.r.johnson@usda.gov mailto:Kirk.F.Richardson@usda.gov mailto:Gabriel.Lopez@usda.gov
1.7 Photos:
Building 6205
Sprayed on foam roof is severely deteriorated with exposed deck at multiple locations.
East roof
Moderate to severe corrosion on deck panels
Severe corrosion on deck panels
Plant growth at valley gutter
West roof
West roof, moderate to severe corrosion
Interior framing in good condition
Roof panels secured to 4” panels with bent rods
East roof dented panels holding water
2.0 CLAUSES
2.1 Clauses in Full Text
52.204-21 Basic Safeguarding of Covered Contractor Information Systems (Jun 2016)
(a) Definitions. As used in this clause--
“Covered contractor information system” means an information system that is owned or operated by a contractor that processes, stores, or transmits Federal contract information.
“Federal contract information” means information, not intended for public release, that is provided by or generated for the Government under a contract to develop or deliver a product or service to the Government, but not including information provided by the Government to the public (such as on public Web sites) or simple transactional information, such as necessary to process payments.
“Information” means any communication or representation of knowledge such as facts, data, or opinions, in any medium or form, including textual, numerical, graphic, cartographic, narrative, or audiovisual (Committee on National Security Systems Instruction (CNSSI) 4009).
“Information system” means a discrete set of information resources organized for the collection, processing, maintenance, use, sharing, dissemination, or disposition of information (44 U.S.C. 3502).
“Safeguarding” means measures or controls that are prescribed to protect information systems.
(b) Safeguarding requirements and procedures.
(1) The Contractor shall apply the following basic safeguarding requirements and procedures to protect covered contractor information systems. Requirements and procedures for basic safeguarding of covered contractor information systems shall include, at a minimum, the following security controls:
(i) Limit information system access to authorized users, processes acting on behalf of authorized users, or devices (including other information systems).
(ii) Limit information system access to the types of transactions and functions that authorized users are permitted to execute.
(iii) Verify and control/limit connections to and use of external information systems.
(iv) Control information posted or processed on publicly accessible information systems.
(v) Identify information system users, processes acting on behalf of users, or devices.
(vi) Authenticate (or verify) the identities of those users, processes, or devices, as a prerequisite to allowing access to organizational information systems.
(vii) Sanitize or destroy information system media containing Federal Contract Information before disposal or release for reuse.
(viii) Limit physical access to organizational information systems, equipment, and the respective operating environments to authorized individuals.
(ix) Escort visitors and monitor visitor activity; maintain audit logs of physical access;
and control and manage physical access devices.
(x) Monitor, control, and protect organizational communications (i.e., information transmitted or received by organizational information systems) at the external boundaries and key internal boundaries of the information systems.
(xi) Implement subnetworks for publicly accessible system components that are physically or logically separated from internal networks.
(xii) Identify, report, and correct information and information system flaws in a timely manner.
(xiii) Provide protection from malicious code at appropriate locations within organizational information systems.
(xiv) Update malicious code protection mechanisms when new releases are available.
(xv) Perform periodic scans of the information system and real-time scans of files from external sources as files are downloaded, opened, or executed.
(2) Other requirements. This clause does not relieve the Contractor of any other specific safeguarding requirements specified by Federal agencies and departments relating to covered contractor information systems generally or other Federal safeguarding requirements for controlled unclassified information (CUI) as established by Executive Order 13556.
(c) Subcontracts. The Contractor shall include the substance of this clause, including this paragraph (c), in subcontracts under this contract (including subcontracts for the acquisition of commercial items, other than commercially available off-the-shelf items), in which the subcontractor may have Federal contract information residing in or transiting through its information system.
(End of clause)
52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984)
The Contractor shall be required to (a) commence work under this contract within five calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 60 days after notice to proceed. The time stated for completion shall include final cleanup of the premises.
52.225-9 Buy American Act—Construction Materials (May 2014)
(a) Definitions. As used in this clause--
“Commercially available off-the-shelf (COTS) item”—
(1) Means any item of supply (including construction material) that is—
(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);
(ii) Sold in substantial quantities in the commercial marketplace; and
(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and
(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.
“Component” means an article, material, or supply incorporated directly into a construction material.
“Construction material” means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.
“Cost of components” means--
(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or
(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.
“Domestic construction material” means—
(1) An unmanufactured construction material mined or produced in the United States;
(2) A construction material manufactured in the United States, if—
(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or
(ii) The construction material is a COTS item.
“Foreign construction material” means a construction material other than a domestic construction material.
“United States” means the 50 States, the District of Columbia, and outlying areas.
(b) Domestic preference.
(1) This clause implements the 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.
(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows: none.
(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that
(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy
American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;
(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or
(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.
(c) Request for determination of inapplicability of the Buy American statute.
(1)
(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--
(A) A description of the foreign and domestic construction materials;
(B) Unit of measure;
(C) Quantity;
(D) Price;
(E) Time of delivery or availability;
(F) Location of the construction project;
(G) Name and address of the proposed supplier; and
(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.
(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.
(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).
(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.
(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material.
However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.
(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.
(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:
Foreign and Domestic Construction Materials Price Comparison
Construction material description Unit of measure Quantity Price (dollars) * Item 1 Foreign construction material Domestic construction material Item 2 Foreign construction material Domestic construction material
[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.]
[Include other applicable supporting information.]
[*Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).]
(End of Clause)
452.211-72 Statement of Work/Specifications (Feb 1988)
The contractor shall furnish the necessary personnel, material, equipment, services, and facilities (except as otherwise specified), to perform the Statement of Work (paragraph 1.0).
452.228-71 Insurance Coverage (Nov 1996) -- Alternate I (Nov 1996)
Pursuant to FAR clause 52.228-5, Insurance-Work on a Government Installation, the Contractor will be required to present evidence to show, as a minimum, the amounts of insurance coverage indicated below:
(a) Workers Compensation and Employer's Liability. The Contractor is required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a Contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit worker's compensation to be written by private carriers.
(b) General Liability.
(1) The Contractor shall have bodily injury liability coverage written on a comprehensive form of policy of at least $500,000 per occurrence.
(2) The Contractor shall have property damage liability insurance required in the amount of $1,000,000.00 per occurrence.
(c) Automobile Liability. The Contractor shall have automobile liability insurance written on a comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage or loss.
(d) Aircraft Public and Passenger Liability. When aircraft are used in connection with performing the contract, the Contractor shall have aircraft public and passenger liability insurance.
Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger injury. Coverage for passenger injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.
452.232 -70 Reimbursement for Bond Premiums—Fixed-Price Construction Contracts (Nov
1996)
The Contract Price includes the total amount for premiums that the Contractor attributes to the furnishing of performance and payment bonds required by the contract. Reimbursement for bond premiums under the clause at FAR 52.232-5, Payments Under Fixed-Price Construction Contracts, shall not cover any amount therefor not included in the contract price.
452.236-71 Prohibition Against the Use of Lead-Based Paint (Nov 1996)
Neither the Contractor nor any subcontractors performing under this contract shall use paints containing more than 0.06 of 1 percent lead by weight (calculated as lead metal) in the total nonvolatile content of the paint, or the equivalent measure of lead in the dried film of paint already applied, or both.
452.236-74 Control of Erosion, Sedimentation, and Pollution (Nov 1996)
Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).
Pollutants such as fuels, lubricants, bitumens, raw sewage, and other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.
Mechanized equipment shall not be operated in flowing streams without written approval by the Contracting Officer.
452.236-76 Samples and Certificates (Feb 1988)
When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in triplicate to show compliance with materials and construction specified in the contract performance requirements.
Samples shall be submitted in duplicate by the Contractor, except as otherwise specified, to show compliance with the contract requirements. Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.
452.246-70 Inspection and Acceptance (Feb 1988)
The Contracting Officer or the Contracting Officer's duly authorized representative will inspect and accept the supplies and/or services to be provided under this contract. Inspection and acceptance will be performed at 22675 North Moore Field, Bldg 6205, Edinburg, TX 78541
2.2 Clauses by Reference
52.252-2 Clauses Incorporated by Reference (Feb 1998)
This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this address: http://farsite.hill.af.mil/
52.202-1 Definitions (Jul 2004) 52.203-3 Gratuities (Apr 1984) http://farsite.hill.af.mil/
52.203-5 Covenant Against Contingent Fees (May 2014) 52.203-7 Anti-Kickback Procedures (May 2014) 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity
(May 2014) 52.203-10 Price of Fee Adjustment for Illegal or Improper Activity (May 2014) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (Oct 2010) 52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (Jan 2017) 52.204-9 Personal Identity Verification of Contractor Personnel (Jan 2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (Oct 2016) 52.204-13 System for Award Management Maintenance (Jul 2013) 52.204-19 Incorporation by Reference of Representations and Certifications (Dec 2014) 52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment (Aug 2020) 52.208-9 Contractor Use of Mandatory Sources of Supplies or Services (May 2014) 52.209-6 Protecting the Government's Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (Oct 2015) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (May 2012) 52.215-2 Audit and Records—Negotiation (Oct 2010) 52.219-6 Notice of Total Small Business Set-Aside (Mar 2020) 52.219-8 Utilization of Small Business Concerns (Oct 2018) 52.219-14 Limitations on Subcontracting (Mar 2020) 52.219-28 Post-Award Small Business Program Rerepresentation (Mar 2020) 52.222-3 Convict Labor (Jun 2003) 52.222-4 Contract Work Hours and Safety Standards -- Overtime Compensation (May 2014) 52.222-6…
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