Sol_140P3024Q0040.pdf

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MANASSAS NATIONAL BATTLEFIELD PARK - WATERPROOFING
Solicitation number
140P3024Q0040
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About this file

This document is a solicitation for construction services to perform waterproofing of the foundation of Quarters 9 at Manassas National Battlefield Park in Manassas, Virginia. The National Park Service (NPS) has a requirement for a single contractor to effectively and efficiently perform the waterproofing, moisture control measures, and structural repairs for the cellar/foundation of Quarters 9.

The solicitation is a 100% set-aside for small businesses. The anticipated award will be a firm-fixed price contract to the lowest priced, technically acceptable offeror. The period of performance is 90 calendar days after the notice to proceed is issued. The contractor shall provide all labor, supervision, equipment, materials, and transportation necessary to perform the waterproofing in accordance with the detailed statement of work. Key requirements include installing a dual drainage system, fully encapsulating the cellar with a vapor barrier, and installing a triple pump sump pump system. Offers are due by April 22, 2024 at 3:00 PM EST.

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SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY 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 CALL

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

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

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040645236

NPS, NCR - Regional Contracting

Acquisition Management Division

1100 Ohio Drive SW Contracting Anne Washington DC 20242-0001

PCR

Bophany Drakeford 3016631482

104/10/2024

140P3024Q0040

INVITATION FOR BID

REQUEST FOR PROPOSAL

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Solicitation 140P3024Q0040

Attachment 1 - WD VA20240162 dated 4-5-2024

Attachment 2 - Construction Contract Administration

11. The Contractor shall begin performance within

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.)

3 90 calendar days and complete it within ________________ ________________ calendar days after receiving

04/22/2024

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. 12/2022)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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 THE UNITED STATES CODE AT

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document 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

NPS, NCR - Regional Contracting Acquisition Management Division

1100 Ohio Drive SW Contracting Anne Washington DC 20242-0001

PCR

Bophany Drakeford

28. NEGOTIATED AGREEMENT 29. AWARD

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

10 U.S.C. 3204(a) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 12/2022) BACK

Continued...

and return

(Contractor is not required to sign this document.) Your offer on this

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 58

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140P3024Q0040

This is a solicitation for construction service for Waterproofing Quarters 9 Foundation at

Manassas National Battlefield Park in Manassas, Virginia in accordance with the Statement of Work and its attachments.

This solicitation is 100% set-aside for Total

Small Business concern.

The anticipated award will be a firm-fixed price contract to one responsible offeror who meets the requirements in accordance with the solicitation.

The award decision is based on the lowest price technically acceptable offer. Please see Section

M of the solicitation for technically acceptable evaluation and factors. Offerors are responsible for submitting complete quote package as described in solicitation.

Site Visit is scheduled for:

April 12, 2024, at 10:00 AM EST

Manassas National Battlefield Park

5805 Sudley Road

Manassas, Virginia 20109

Questions are due by April 16, 2024 at 5:00 PM

EST. Questions received by this date will be addressed. Questions received after this date, may or may not be addressed.

Quotes are due by April 22, 2024, at 3:00 PM EST to bophany_drakeford@nps.gov Any other quote transmission will not be accepted.

Delivery: 90 Days After Notice to Proceed

Delivery Location Code: 0009060167

NPS, Manassas NBP

12521 Lee Highway

Manassas VA 20109 US

Period of Performance: 05/01/2024 to 12/31/2024

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

4 58

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140P3024Q0040

00010 Waterproofing Quarters 9 Foundation

Product/Service Code: Z2QA

Product/Service Description: REPAIR OR ALTERATION

OF RESTORATION OF REAL PROPERTY (PUBLIC OR

PRIVATE)

00020 Waterproofing Quarters 9 Foundation

Product/Service Code: Z2QA

Product/Service Description: REPAIR OR ALTERATION

OF RESTORATION OF REAL PROPERTY (PUBLIC OR

PRIVATE)

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED

140P3024Q0040

PAGE OF

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PART I - THE SCHEDULE

SECTION C – STATEMENT OF WORK

National Park Service – Manassas National Battlefield Park

Waterproofing Quarters 9 Foundation March 2024

C.1 NATIONAL PARK SERVICE

The National Park Service (NPS) is a bureau of the U.S. Department of the Interior (DOI) that has been entrusted with the care of our national parks since 1916. The NPS preserves unimpaired natural and cultural resources, and values of the National Park System for the enjoyment, education, and inspiration of this and future generations.

The NPS cooperates with partners to extend the benefits of natural and cultural resource conservation and outdoor recreation throughout this country and the world.

The NPS - National Capital Area (NCA) supports natural wonders to man-made marvels in Virginia, West Virginia, Maryland, and the District of Columbia. The NCA parks include Antietam National Battlefield, Catoctin Mountain Park, Chesapeake & Ohio Canal National Historical Park, George Washington Memorial Parkway, Harpers Ferry National Historical Park, Manassas National Battlefield Park, Monocacy National Battlefield, National Capital Parks - East, National Mall and Memorial Parks, Potomac Heritage National Scenic Trail, President’s Park, Prince William Forest Park, Rock Creek Park, and Wolf Trap National Park for the Performing Arts.

C.2 BACKGROUND

Manassas National Battlefield Park (MANA) was established in 1940 and preserves over 5,000 acres containing the historically significant landscape of two major civil war battles, the battles of First Manassas (July 21, 1861) and Second Manassas (August 28-30, 1862). The park preserves the sites of these two battles and resources within the park’s boundaries. MANA also includes many historic houses, including the Thornberry House, Lucinda Dogan House, Chinn House Site, the Robinson House Site and Cornell House known as Quarters 9 structure. For more information please visit: Manassas National Battlefield Park (U.S. National Park Service) (nps.gov)

C.3 QUARTERS 9 FOUNDATION

The Cornell House known as Quarters 9 foundation is located at 5805 Sudley Road, Manassas Virginia which is currently utilized as seasonal housing. Quarters 9 foundation was likely built c.1900 on a tract of land owned by the Swart family. The house was remodeled after its sale to Charles E. Cornell on January 18th, 1941.

C.4 PURPOSE

MANA has a requirement for a single contractor that is capable of effectively and efficiently performing the waterproofing and moisture control measures for the cellar/foundation of the structure known as Quarters 9 and perform structural repairs as described within the statement of work. The contractor shall provide all labor, supervision, equipment, tools, materials, transportation, and all other incidentals necessary to perform the waterproofing treatment in accordance with the statement of work, and its attachments issued or directed through solicitation and award. The goal is to control the moisture of the Quarters 9 foundation to preserve historic houses at Manassas National Battlefield Park. The work shall include waterproofing but is not limited to the following scope of work as described.

C.5 SCOPE OF WORK

https://www.nps.gov/mana/index.htm

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1) Cellar (Crawlspace) Waterproofing Treatments:

a) The contractor shall remove any extant incompatible treatments for the cellar and clear floor space of debris for treatments.

b) The contractor shall install a dual drainage system and drain tile for the cellar. The drain shall be a dual drain type with a drainage basin around the base of the foundation wall as well as connections through the wall to the exterior of the foundation to allow for drainage by the false water table. Drainage system shall be hand dug, drain into the sump system for discharge, and be comprised of a 4-inch corrugated and perforated pipe that is filtered to protect from silt infiltration and covered in #57 gravel.

Drain tile will be utilized in areas as required. Drainage lines will all be buried and channeled into the sump.

c) The cellar shall be fully encapsulated (to include the wrapping of all piers) after repairs/drainage is installed with a 20-mil thick vapor barrier with fully sealed seams. The floor shall have a drainage matting installed under the liner to allow for water flow and prevent mold growth under the vapor barrier.

Where appropriate along CMU block walls, insulate with 2” thick insulation paneling that is moisture and termite resistant.

d) Install a triple pump (sump pump) with twin liner, (2) 1/3 horsepower cast iron primary AC pump with battery back-up pump system and charging/control box (with alarm), and a 120amp sealed maintenance free battery. Installation will include all pump stands, airtight lids/floor drains, and necessary water alarm systems. System will be installed utilizing existing electrical infrastructure and sub panel. Discharge line will be extended from current location and buried to extend away from the structure. Discharge line will daylight at the end with pop-up at the termination end.

C.6 PERIOD OF PERFORMANCE / DELIVERY DATE

The delivery date is 90 Calendar Days after Notice to Proceed (NTP) is issued. Please note there will be a Period of Performance End Date included in the award, only because the system requires us to have one. The actual performance is 90 Calendars Days after NTP is issued.

The Notice to Proceed will be issued upon approval of all required submittals. Construction Schedule below for submittal and formatting requirements.

Documents Required before and for the Pre-Construction Meeting in which it is anticipated the Notice to Proceed will be issued shortly thereafter.

Document Description Due Date 1 Certificate of Insurance (COI) 10 days after award 2 SF-1413 for each prime subcontractor 14 days after award 3 Project Manager Designation Letter 14 days after award 4 Site Safety Plan 18 days after award 5 Traffic Control Plan 18 days after award 6 Quality Control Plan 18 days after award 7 Waste Management Plan 18 days after award 8 Construction Schedule 21 days after award 9 Schedule of Values 21 days after award 10 Product & Material Data Ongoing with long lead time items first

7 | 58

C.7 SPECIAL PROJECT SPECIFICATIONS

All specific details and requirements are listed in Section J and are considered part of the overall requirements, in addition to everything stated in Section A-J on the award, and K-M in the solicitation.

C.8 GOVERNMENT PROVIDED INFORMATION

• Quality Assurance

• Inspections and Government Acceptance

• CM-16 Submittal Form

• Maps and Pictures

• Specifications

• Product Specifications

• Submittal Log

• Wage Determinations

• Experience Form

• Reference Questionnaire

• Waste Tracking Sheet

C.9 CONTRACTOR AND PRODUCT ADDITIONAL REQUIREMENTS

• The contractor is responsible for adherence to all Occupational Safety and Health Administration (OSHA) Regulation, specifically 29 CFR 1910 - General Industry and 29 CFR 1926 – Construction and applicable State Regulations.

• Contractor shall be responsible for obtaining all required permits, at no additional cost to the Government (if applicable) and scheduling all applicable inspections. All inspections must be signed off on by the COR and completed prior to receipt of final payment.

• All applicable submittals required, which may include warranty, production information, operation, and maintenance documentation, etc. as defined throughout various sections and specifications must be provided to COR and CO prior to submission of final invoice. Invoice will be rejected until the required documentation is submitted. Please refer to Section J for all additional documents.

• All trash and debris removal must be in accordance with local, state, and federal regulations.

• All materials and equipment are to be installed per manufacturer’s installation guidance.

C.10 GENERAL PLACE OF PERFORMANCE AND HOURS OF OPERATION

National Capital Area (NCA) Manassas National Battlefield Park (MANA) 5805 Sudley Road, Manassas, Virginia 20109

Normal operational hours are from 7:00 am to 4:30 PM ET, Monday through Friday.

No work shall occur on weekends or the following Federal Holidays:

New Year’s Day – January 1st

Martin Luther King Junior’s Birthday – Third Monday in January President’s Day – Third Monday in February Memorial Day – Last Monday in May Juneteenth – June 19th Independence Day – July 4th Labor Day – First Monday in September Columbus Day/Indigenous Peoples Day – Second Monday in October

8 | 58

Veteran’s Day – November 11th

Thanksgiving Day – Fourth Thursday in November Christmas Day – December 25th

Note - if any of the holidays stated above fall on a Saturday, the Friday before the actual day is the official day the Government takes for the holiday. If the holiday falls on a Sunday, the Monday after the actual day is the official day the Government takes for the holiday. These dates do not account for any other days or shorten days that may be added prior to any of the holidays mentioned above that may be added at the discretion of any Presidential Administration and implemented by the DOI.

C.11 SITE MANAGEMENT

1) The contractor shall maintain work site in a safe, neat and orderly manner. All supplies and equipment on the project site shall be stored to preclude any damage.

2) Limited space will be made for the storage of materials, which shall be stored in a clean and neat condition as approved by the COR.

3) All mud, dirt, debris, foreign objects or spills of any kind from the contractor’s performance shall be cleaned up daily or as requested by the COR.

4) All contractor generated refuse and waste shall be hauled from the work site daily.

5) This refuse and waste material shall be hauled in trucks with tight fitting covers to prevent spillage on roadways.

6) It shall be the contractor’s responsibility to take whatever measures are necessary to assure the protection of the Government assets and to perform the work so as to cause minimal disruption of ongoing activities near occupied areas.

C.12 RECYCLING AND DISPOSAL OF REFUSE

Except for materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government; all refuse, excess or waste materials resulting from construction operations shall become the property of the contractor (excluding native vegetative and soil debris) and shall be recycled and/or disposed of.

All disposals shall be in accordance with federal, state, and local laws and regulations. No disposal, viewing or sale of materials and/or equipment shall be allowed on Government property.

C.13 SAFETY

During the execution of this contract, the Contractor must conform to the rules and regulations, as amended and as set forth by:

• 29 CFR 1910 – OSHA General Industry Regulations & Standards

• 29 CFR 1926 – OSHA Construction Industry Regulations & Standards

• US Army Corps of Engineers “Safety and Health Requirements” Manual No. 385-1-1 (free online -https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/ )

• National Park Service Occupational Safety and Health Program – Reference Manual 50B - Reference

Manual 50B: NPS Occupational Safety and Health Program

• Most Recent Superintendent’s Compendium

General Requirements:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/ https://www.nps.gov/subjects/policy/upload/RM-50B_Contents.pdf?msclkid=621da23cc59111ec9bbf5daecf70f928 https://www.nps.gov/subjects/policy/upload/RM-50B_Contents.pdf?msclkid=621da23cc59111ec9bbf5daecf70f928 https://www.nps.gov/nama/learn/management/superintendent-s-compendium.htm

9 | 58

Compliance with Reference Manual 50B (RM-50B), NPS Occupational Safety and Health Program, Section 7.0 Contractor Safety: Contractor Safety program responsibilities shall be considered during the requirements development phase of the acquisition. The Contracting Officer’s Representative (COR) and other park staff shall consult with certified Safety Officers for guidance on RM 50B requirements. A comprehensive safety assessment shall be performed to assure any necessary requirements above and beyond existing federal or state safety and health codes are written into the contract specifications. The COR or park representative shall provide the name of a certified Safety Officer to the CO. The CO will consult with the Safety Officer on contract clauses and special conditions. The COR shall ensure contractor compliance with all safety requirements throughout contract performance.

• Work area shall always be maintained in a clean and safe condition.

• All personnel providing service on-site shall have pictured identification and uniform displaying the name of the company (if appliable).

• All on-site vehicles will also be marked with the company name (if applicable).

• Use of barricades, ropes, signs, or audible signals is required, and the contractor must take all necessary precautions for the protection of the work, property, and safety of the public.

• Any accident or incident, regarding the work under this contract, shall be reported immediately, in writing, to the Contracting Officer.

• Smoking of any kind will not be permitted on premises. The COR/POC may authorize the use of a designated smoking if requested.

Working in a Federal building or federally controlled indoor workspaces:

In order to take steps to prevent the spread of COVID-19 and to protect the health and safety of all Federal employees, onsite contractors, visitors to Federal buildings or Federally controlled indoor workspaces, and other individuals interacting with the Federal workforce, employees under the subject contract who are required to work on site in Federal buildings or Federally controlled indoor worksites must comply with requirements located at https://www.saferfederalworkforce.gov/overview/

C.14 FIRE CONTROL

Contractor's Responsibility for Contractor-Caused Fires. The contractor, whether or not directed by the NPS, shall immediately extinguish, without expense to the Government, all fires on or in the vicinity of the project which are caused by contractor's employees, whether set directly or indirectly as a result of contractor operations.

The contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation resulting from fires set or caused by the contractor's employees or resulting from contract operations.

(1) Storage of Petroleum and Other Highly Flammable Products. Gasoline, oil, grease, or other highly flammable material must be stored either in a separate building used exclusively for such storage, or at a site when all combustible debris and vegetation is cleared away within a radius of 25 feet. Fire extinguishers and/or sand barrels may be required at such locations specified by the NPS when unusually hazardous conditions exist.

(2) Welding. Welding or use of cutting torches will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum of 10 feet radius of all welding and cutting torch operations. A shovel and a 5-gallon standard backpack water container (filled) with handpump attached, shall be immediately available for use in the event of a fire start.

C.15 TEMPORARY FACILITIES

https://gcc02.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.saferfederalworkforce.gov%2Foverview%2F&data=05%7C01%7CCraig_Madison%40nps.gov%7C017321ae3ce54b2e4c0b08da482089d1%7C0693b5ba4b184d7b9341f32f400a5494%7C0%7C0%7C637901601831734573%7CUnknown%7CTWFpbGZsb3d8eyJWIjoiMC4wLjAwMDAiLCJQIjoiV2luMzIiLCJBTiI6Ik1haWwiLCJXVCI6Mn0%3D%7C3000%7C%7C%7C&sdata=vS0Y1s9ZuYGaL%2BfGyy9vfOMdP5VDFAL1SffEADbd3qQ%3D&reserved=0

10 | 58

(a) STAGING AREA: The contractor shall arrange the location for exterior stockpiling of materials (i.e. storage) with the COR/POC. The contractor must be present when any materials are delivered to ensure proper placement within the designated location. The Government will provide an adequate staging area as close to the construction site as practicable.

The Government will NOT provide any secured storage/staging areas for the contractor. The contractor shall be responsible for protecting materials stockpiled against adverse weather, damage, theft, and other risks of loss. The Government assumes no responsibility for material or equipment left in the storage area. Barbed wire nor razor wire is permitted to be used for security purposes for this requirement.

(b) SANITARY FACILITIES: Toilet facilities will not be provided by the Government.

(c) WATER, AND ELECTRICITY: Water is not available on site. Electricity may not be available, depending on the location. Should water and electricity not be readily available, the contractor shall provide these services as needed to perform the required work.

(d) TELEPHONE: The Contractor may elect to hook-up commercial phone services using the local telephone service provider, at no cost to the Government. Cell phone or wireless access may or may not be available at the construction site.

C.16 EXISTING UTILITIES

The contractor shall field verify all utility locations before digging or trenching. This shall include but not be limited to the use of sonic, electronic, or magnetic detection devices, by noting pull box and utility box locations at the surface, use of locator services, and by test pitting at no additional cost to the Government. The contractor shall be responsible for repairing any utilities damaged during construction at no additional cost to the Government.

C.17 CONSTRUCTION SCHEDULE

The Contractor shall submit for approval an initial practicable graphic construction schedule in PDF format at the preconstruction meeting as described in FAR 52.236-15 – Schedules for Construction Contracts. The Construction Schedule shall be in the form of a Progress Chart of suitable scale to indicate appropriately the percentage of the work schedule for completion by a given date. The Construction Schedule shall be replicated and associated with monetary values and titled Schedule of Values. The Schedule of Values shall be submitted to the COR and CO for review and approval at the preconstruction meeting. The Construction Schedule and Schedule of Values must include at least:

• Show the order in which the Contractor proposes to perform the work.

• Show the dates on which the Contractor contemplates starting and completing the several salient features of the project.

• Identify long lead items and Government furnished property (if applicable).

The Contractor must submit updated schedule at least bi-monthly to the COR depicting progress of the work completed to date. The Contractor must notify the COR/CO in writing whenever there are significant departures from the approved Construction Schedule. Any requests to modify the Construction Schedule, in writing to the Contracting Officer with an explanation for the deviation.

C.18 ENVIRONMENTAL REGULATIONS

11 | 58

All waste materials generated by any work under the contract performed on a Government installation shall at all times be handled, transported, stored, and disposed of by the contractor and by their subcontractors in accordance with all applicable Federal, state, and local laws, ordinances, regulations, court orders, and other types of rulings having the effect of the law, including, but not limited to:

• Executive Order 12088, 13 October 1978, Federal Compliance with Pollution Control Standards;

• Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 ET SEQ);

• Clean Air Act as amended (42 U.S.C. Sec 7401 ET SEQ);

• Endangered Species Act, as amended (16 U.S.C. Sec 1531 ET SEQ);

• Toxic Substances Control Act, as amended (15 U.S.C. Sec 2601, ET SEQ);

• National Historic Preservation Act, as amended (16 U.S.C. Sec 470, ET SEQ);

• Solid Waste Disposal Act, as amended (42 U.S.C. 6901 ET SEQ);

• Archaeological and Historic Preservation Act, as amended (16 U.S.C. Sec 469, ET SEQ).

Should the United States Government be held liable for any neglect or improper actions by the contractor or any subcontractor regarding removal or disposal of any hazardous waste, the contractor shall reimburse the Government for all such liability.

C.19 PRESERVATION OF HISTORICAL/ARCHEOLOGICAL/CULTURAL RESOURCES

A. Public Law 93-291, May 24, 1974, provides for the preservation of scientific, prehistorical, and archeological data (including relics and specimens) which might otherwise be lost due to alteration of terrain because of any Federal construction project.

B. The Contractor agrees that should any contractor employee, in the performance of this contract, discover evidence of possible scientific, prehistorical, historical, cultural, or archeological data the contractor must notify the CO and COR in writing within 24 hours of first discovery. The notification must indicate time of discovery, the nature of the findings and location.

C. Immediately stop work if paleontological, archaeological, or historical remains (including burials or skeletal material) are encountered, until work is permitted to resume by written order from the CO. the contractor must notify the CO and COR in writing within 24 hours of first discovery. The notification must indicate time of discovery, the nature of the findings and location. The CO and/or COR will notify the Regional Archaeologist, so the provisions of 36 CFR 800.7 (Resources Discovered During Construction) and other relevant laws are followed. Work in other areas may proceed as approved by the CO.

D. Where appropriate by reason of discovery, the CO may order delays in the time of performance and/or changes in the work. If such delays and/or changes are ordered, the time of performance and contract price shall be adjusted in accordance with the applicable clauses in the Contract Clauses Section of this contract which are incorporated by reference at the Task Order Level.

E. The Contractor must insert this requirement in all subcontracts which involve the performance of work on the terrain of the site.

C.20 HAZARDOUS MATERIALS

Any material suspected of being hazardous that is encountered during performance of a project shall immediately be brought to the attention of the Contracting Officer, at which time a determination will be made as to whether hazardous material testing shall be performed.

12 | 58

If the Contracting Officer directs the contractor to perform tests, and/or the material is found to be of a hazardous nature requiring additional protective measures, a contract modification may be required, subject to equitable adjustment under the terms of the contract.

The contractor is advised that friable and/or non-friable asbestos-containing material may be encountered in project areas. Friable asbestos-containing material is any material that contains more than one percent asbestos by weight, and that hand pressure can crumble, pulverize, or reduce to powder when dry. Non-friable asbestos containing materials are materials in which asbestos fibers are bound by a matrix material, saturation, impregnation, or coating. Non-friable asbestos containing materials do not normally release airborne asbestos fiber during routine handling and end-use.

However, excessive fiber concentrations may be produced during uncontrolled abrading, sanding, drilling, cutting, machining, removal, demolition, or other similar activities. 29 CFR 1910.1001 shall be referenced in the event asbestos-containing materials are encountered. Friable asbestos-containing materials are not authorized for use in new construction or maintenance projects.

C.21 HAZARDOUS MATERIAL IDENTIFICATION

Submit Safety Data Sheet (SDS)’s as required per 29 CFR 1910.1200 as amended. The contractor must provide one digital copy of each SDS for applicable hazardous chemicals used and/or provided in performance of any work under this contract.

C.22 MATERIAL & EQUIPMENT TRANSPORTATION, HANDLING AND STORAGE

A. Contactor shall have a representative on site to receive material deliveries, and the contractor shall remain responsible for all material deliveries whether their representative is on site at the time of delivery or not.

B. Government-owned equipment is not available for Contractor’s use to accomplish any Work, and Government buildings and other facilities are not available for storage of Contractor’s materials, equipment, and tools.

C. Transport, handle, and store materials and equipment in accordance with the manufacturer’s written instructions, and in a secure manner.

D. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. Protect liquids from freezing.

E. Promptly remove from the project site any materials or equipment that are damaged or are otherwise unsuitable.

F. Additional Permitting, fees, and coordination may be required working within the limits of Washington, DC.

Additional restrictions may be imposed due to unforeseen events or security threats in Washington, DC.

C.23 CONSTRUCTION QUALITY CONTROL PLAN

A. Designate in writing a single person to oversee and manage on-site quality control activities.

B. The Contractor is responsible for quality control of all project work including any sub-contracted work, and to submit thorough documentation that work fully complies with the construction documents and project permits.

C. Quality control processes include but are not limited to proactively:

1. Ensuring compliance with the construction documents and project permits.

2. Make vertical work plumb and make horizontal work level.

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3. Managing specialty subcontractors.

4. Reviewing and processing samples, mock-ups, shop drawings and other construction submittals.

5. Ensuring that the workers have the appropriate expertise and proper equipment to perform the work.

6. Effectively utilizing third-party sampling & testing services (typically for earthwork gradation, compaction, concrete & asphalt testing, welding, pile driving and other specialty inspections).

7. Initialing timely reviews and corrective actions to substrates prior to proceeding with subsequent work.

8. Timely involvement of industry specialists such as manufacturer representatives.

9. Managing system commissioning.

10. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated, and maintain headroom clearance of 96” in occupied spaces and 90” in unoccupied spaces.

11. Training NPS personnel in system operation & maintenance.

12. Timely involvement of local authorities having jurisdiction.

13. Load-Limits: Heavy equipment operated on NPS roads and parking areas shall comply with highway-legal load limits unless explicitly approved otherwise.

D. Field-verify all dimensions and conditions prior to performing the work. Notify the COR of any conflicts.

E. Improvements shall be constructed in accordance with the product manufacturer’s written instructions and standards.

F. Welding, if applicable, shall be performed by licensed welders and in compliance with American Welding Society recommended practices, structurally sound, and shall be neat in appearance.

G. Any work that must be performed by a licensed/certified technician (i.e. Electricians, Plumbers, HVAC Technicians, etc.) shall be performed by state-licensed/certified technicians. The applicable state-license/certification must be from the State where the work is performed, not exceptions.

H. All, telecommunication (included telephone, data, radio, TV, similar) systems shall be installed and comply with current NPS Policy – if applicable.

C.24 CONDUCT

The contractor’s employees shall at all times while on the job site, whether on or off duty, conduct themselves in a professional, orderly and safe manner. Rudeness, fighting, being under the influence of alcohol and/or drugs or brining and/or consuming alcohol and/or drugs, gambling, soliciting, stealing, and ay immoral or otherwise undesirable conduct shall not be permitted on the job site and shall result in immediate and permanent removal from the job site of any employee engaging in such conduct from work.

C.25 DAMAGES

The Contractor shall assume all risks of injury to persons or property in connection with the performance of work under this contract shall indemnify and save harmless the Government against all claims, causes of action, cost and expense, because of bodily injuries, death, or damages to Property arising from all work activities of the Contractor.

If due to fault, neglect, dishonesty of the contractor, his agency or employees, loss or damage to government property is incurred during the performance of this task order, the contractor shall be responsible for the same.

The government, at its option, in lieu of repayment, may require the contractor to replace at his own expense, all property as directed by the Contracting Officer.

C.26 CONSTRUCTION/PROJECT MANAGER

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The contractor shall provide a responsible Construction/Project Manager to represent the contractor in all matters pertaining to work under this contract. The Construction/Project Manager shall have the responsibility of overall supervision, quality control, cost estimating and be responsible for the management of all ongoing work. The Construction/Project Manager must be available in person, by telephone, or radio to respond to any and all problems during normal working hours. The response from the Project Manager must be within 1 hours after receiving the notification and should be in the same means as the request. Written follow up notification (via email is acceptable) must be provided to COR/POC within 24 hours, which confirms response.

The proposed Construction/Project Manager must be included in response to solicitation and must be the Construction/Project Manager responsible for the Contract after award throughout performance. If during the term of this contract, the contractor changes or replaces the Construction/Project Manager, the contractor must notify the COR and CO in writing within 3 business days of the proposed change, or as soon as possible if the departure was unplanned or unexpected.

C.27 SITE SUPERINTENDENT

The Contractor shall provide a responsible site superintendent to represent the contractor in the field in all matters pertaining under this contract including, but not limited to construction, day-to-day coordination of activities, control over employees and subcontractors, and coordination with local Government personnel. The site superintendent may also be designated the Construction/Project Manager.

The site superintendent must be onsite for at least three (3) hours per workday. When they are not on site, they must be available by telephone, radio or other means of communication in order to respond to any and all problems during normal working hours. The response from the Site Superintendent must be within 1 hour after receiving the notification and should be in the same means as the request.

The site superintendent shall be responsible for on-site Quality Control and shall sign all contract submittal transmittal sheets. Site superintendent shall maintain on site a file containing the following project documents when applicable.

� Executed Contract � Contract Drawings � Contract Specifications � Quality Control Plan – (up to date) � As-Built Drawing – (up to date) � Modifications

This file shall be maintained and available to the Contracting Officer upon request.

The proposed site superintendent must be included in response to the solicitation and must be the site superintendent responsible for the contract after award throughout performance. If during the term of this contract, the contractor changes or replaces the site superintendent, the contractor must notify the COR and CO in writing within 3 business days of the proposed change, or as soon as possible if the departure was unplanned or unexpected.

C.28 ADDITIONAL REQUIREMENTS FOR CONTRACTOR AND PRODUCT INSTALLATION

The contractor is required to:

• Comply with applicable requirements of the following standards and with the most current federal and national codes (including amendments, changes, and updates), which include but are not limited to:. Where these standards conflict with other specified requirements, the most restrictive requirement shall govern.

o 2021 National Fire Protection Association (NFPA) Fire Code

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• 2022 NFPA 12 – Standard on Carbon Dioxide Extinguishing Systems o Architectural Barriers Act (ABA) o 2021 International Building Code o American Concrete Institute (ACI) standards

• 302 Recommended Practice for Concrete Floor and Slab Construction

• 304 Measuring, Mixing, Transporting, and Placing Concrete.

• 305 Hot Weathering Concrete

• 316 Construction of Concrete Pavements and Concrete Bases.

o American Society for Testing and Materials (ASTM): C 94/94M Ready Mixed Concrete

• C 150 Portland Cement

• C 171 Sheet Materials for Curing Concrete

• ASTM D 8

• ASTM D 242

• ASTM D 692

• D 698 Moisture-Density Relations of Soils and Soil-Aggregate Moistures Using 5.5-lb. (2.5-kg)

Rammer and 12-in. (304.8-mm) Drop

• ASTM D 1073

• D 1752 Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and

Structural Construction

• ASTM D 3515

• ASTM D 3666

• ASTM D 3910

• ASTM E1155 SOFf 35 SOFl 25 o Architectural Barriers Act (ABA):

o Portland Cement Association (PCA):

• Ref. 1 Finishing Concrete Surfaces Exposed Aggregate Finishes for Slabs.

o District of Columbia Department of Transportation (DCDOT): Specifications Standard Specifications for

Highways and Structures Division 400.

o AI MS-22, "Construction of Hot Mix Asphalt Pavements," o AASHTO MP 1, PG 64-22, PG 58-28, PG 70-22.

o FS TT-P-115, Type I or AASHTO M 248, Type N o FS TT-P-1952 o AASHTO M 247, Type 1

• All local and state requirements, which may include inspections and licensing requirements for specific trades.

• Adherence to all Occupational Safety and Health Administration (OSHA) Regulation, specifically 29 CFR 1910 -

General Industry and 29 CFR 1926 – Construction and applicable State Regulations.

• Adhere to specific NPS site/location requirements that are operate under additional guidance and regulations specific to a NPS Location in addition to the Federal Acquisition Regulations and other Federal Regulations.

These include but are not limited to:

o Superintendent’s Compendium’s - which supplement Title 36 of the Code of Federal Regulations and other US Code and CFR Titles that apply to areas managed by the National Park Service with park-specific regulations related to park management. Check each Park Service Website and indicated above in Section C.10 to locate Superintendent’s Compendium if not stated.

o Directors Orders - Director's Orders and Related Documents/NPS Office of Policy – which can have an impact on work performed.

• Provide and install equipment, systems, etc. per manufacturer’s installation guidance.

C.29 SUBMITTALS

A. Definition: Submittals – are documents, samples, and other information that must be delivered to the CO and/or COR on a project before work even starts on a project. The NPS further defines Submittals as:

https://npspolicy.nps.gov/DOrders.cfm

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1. Action Submittals – are those that typical require some kind of action before any can proceed (i.e.

Product Submittals, Safety Plan, Construction Schedules, Differing Site Conditions, etc.

2. Information Submittals - are those that typically require no action to proceed (i.e. Certificate of Insurance, Performance and Payment Bonds, Informational RFI’s, etc.

B. Submittals may be in the form of digital documentation and/or actual physical samples as indicated.

C. All submittals must be submitted on the NPS - CM-16 form, and the CM-16 form must be filled out correctly with all the blocks completed as appropriate. If submittals are submitted without the CM-16 form, they will be rejected until submitted on correct form. This requirement for a CM-16 also applies if the Contractor provides submittals through ProCore or similar Project Management System, other than email.

D. Salient characteristics of the materials proposed for use shall be clearly identified in the submittal and must match the salient characteristics as stated in Scope of Work, Specifications, Drawings and/or other documentation. The Project Manager must certify that he has reviewed the submittal and has determined that the submittal is in full compliance with the requirements of the Contract. Any illegible, incomplete, or uncertified submittals will be rejected.

E. Submittals shall be approved by the CO and/or COR prior to any work being performed or materials being delivered to the job site. The Contractor shall be responsible for all costs incurred and not subject to Government reimbursement on products/materials that were ordered or for any work that was performed if the submittals were rejected.

F. The Contractor is responsible for timely submission of all submittals, which typically begins with in ten calendar days after award. The Government may not provide for contract period of performance extension requests if they are contractor delays in starting and continuing with the submittal process and it pushes the schedule and/or delivery dates out.

G. Once the submittals have been received, allow no more than 14 calendar days for the Government to review submittals, unless otherwise indicated elsewhere. The submittals may be marked on the CM-16 as “Approved”, “Approved with Notations”, or “Disapproved – Resubmit” for Action Submittals. Informational Submittals will be marked on the CM-16 as either “Accept” or “Reject”. A copy of the submittal will be provided through the same medium in which it was received from the CO and/or COR.

H. Contractor must provide correct submittals on their first attempt. If Submittals are marked “Disapproved- Resubmit” or “Reject” the Contractor has 3 business days to resubmit corrected submittals, unless another time frame is agreed to in writing.

1. The Government will then have an additional 14 calendar days to review corrected submittals, each time they require correction and resubmission.

2. Submittals that are marked “Disapproved-Resubmit” or “Reject” more than once shall not be grounds for the contractor to request a contract time extension.

I. If the Contractor repeatedly provides submittals that are either marked “Disapproved-Resubmit” or “Reject” on more than 3 submittals, or repeatedly does not correct or address ALL of the noted corrections, errors, etc.

on “Disapproved-Resubmit” or “Reject” submittals will result in the contractor being marked with a lower Past Performance Rating in CPARS. The Contractor must ensure that the submittals are correct on the first attempt as best as possible.

J. Review of submittals, and corrections or comments made during the review, does not relieve the Contractor from compliance with the requirements of this Contract.

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C.30 BIOBASED AND SUSTAINABLE PRODUCTS

The contractor must comply with the Agricultural Act of 2014; the Food, Conservation and Energy Act of 2008 (FCEA), 7 U.S.C. 8102; the Farm Security and Rural Investment Act of 2002 (FSRIA), 7 U.S.C. 8102; the Federal Acquisition Regulation; Executive Order (EO) 13514, “Federal Leadership in Environmental, Energy and Economic Performance,” dated October 5, 2009; EO 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” dated January 24, 2007; and Presidential Memorandum, “Driving Innovation and Creating Jobs in Rural America through Biobased and Sustainable Product Procurement,” dated February, 2012 to provide biobased products.

All supplies and materials shall be of a type and quantity that conform to applicable Federal specifications and standards, and to the extent feasible and reasonable; include the exclusive use of biobased and recycled products.

The following is a list of categories for biopreferred products that m a y b e required in performance of this construction contract:

• 2-Cycle Engine Oils – 34% Minimum BioBased Content

• Asphalt Restorers – 68% Minimum BioBased Content

• Asphalt and Tar Removers – 80% Minimum BioBased Content

• Cleaning Tools – 22% Minimum BioBased Content

• Concrete Curing Agents – 59% Minimum BioBased Content

• Concrete Repair Materials - Concrete Materials – 23% Minimum BioBased Content

• Concrete Repair Materials – Concrete Patching – 69% Minimum BioBased Content

• Concrete and Asphalt Cleaners – 70% Minimum BioBased Content

• Concrete and Asphalt Release Fluids – 87% Minimum BioBased Content

• Diesel Fuel Additives – 90% Minimum BioBased Content

• Dust Suppressants – 85% Minimum BioBased Content

• Erosion Control Materials – 77% Minimum BioBased Content

• Fuel Conditioners – 64% Minimum BioBased Content

• Gasoline Fuel Additives – 92% Minimum BioBased Content

• Greases – Multipurpose– 72% Minimum BioBased Content

• Hand Cleaners and Sanitizers – Hand Sanitizers – 73% Minimum BioBased Content

• Inks – Printer Toner (Greater Than 25 Pages Per Minute) – 20% Minimum BioBased Content

• Inks – Printer Toner (Less Than 25 Pages Per Minute) – 34% Minimum BioBased Content

• Metal Cleaners and Corrosion Removers - Corrosion Removers – 71% Minimum BioBased

Content

• Mulch and Compost Materials – 95% Minimum BioBased Content

• Multipurpose Cleaners – 56% Minimum BioBased Content

• Multipurpose Lubricants – 88% Minimum BioBased Content

• Pneumatic Equipment Lubricants – 67% Minimum BioBased Content

• Surface Guards, Molding, and Trim – 26% Minimum BioBased Content

• Wood and Concrete Sealers – Membrane Concrete Sealers – 11% Minimum Biobased Content

• Wood and Concrete Sealers – Penetrating Liquids – 79% Minimum Biobased Content

• Wood and Concrete Stains – 39% Minimum BioBased Content

For more information including definition of terms with regard to the Department of Agriculture Biobased Program go to: https://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml

C.31 DEFINITIONS (Not included in Federal Acquisition Regulations) https://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml

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Wherever in these provisions, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

Schedule - Schedule in the contract, which contains a listing and description of construction items, quantities, units of measure, method of measurement, unit price and amount.

Calendar Days - Every day shown on the calendar, Saturdays, Sundays, and holidays included.

Change Order - An order issued to the Contractor by the Contracting Officer, pursuant to the “change” clause included in Section I of this contract, requiring work to be performed, within the general scope of the contract.

Clearing Limits - The limits of clearing as designated on the ground, shown on the drawing, or designated in the Special Project Specifications.

Contract Pay Item - A pay item…

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