Amendment W912WJ24Q0116-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Amendment is necessary to provide segment numbers and addresses for vendors interested in site visits.

Performance Work Statement is revised.

Closing is extended until June 19, 2024 at 2:00 PM Eastern.

All other tems and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 12

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 11-Jun-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912WJ24Q0116

X 9B. DATED (SEE ITEM 11)

30-May-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Jun-2024

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912WJ24Q0116

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 12-Jun-2024 02:00 PM to 19-Jun-2024 02:00 PM.

The following have been modified:

PERFORMANCE WORK STATEMENT

BOUNDARY MAINTENANCE

U.S. ARMY CORPS OF ENGINEERS

CHARLES RIVER NATURAL VALLEY STORAGE AREA

PERFORMANCE WORK STATEMENT

REVISED

I. GENERAL

1. Scope of work

The purpose of this contract is to provide U.S. Army Corps of Engineers (USACE) Fee Property Boundary identification, clearing and marking at the Charles River Natural Valley Storage Area. The contractor shall furnish all labor, equipment, transportation, and materials necessary to execute the boundary identification, clearing and marking services.

While performing boundary maintenance, the contractor will keep an ongoing written report of all findings including missing monuments, damaged monuments, monuments that couldn’t be located, trespasses, encroachments, etc. including photographic evidence to be submitted upon completion of the contract. A photo album of every monument located will be included with the final report.

2. Location The required services shall be performed at the Charles River Natural Valley Storage Area located in the towns of Franklin and Bellingham, Massachusetts.

3. Site Visit Contact the Technical Point of Contact (TPOC), Joe Zanca 978-318-8419 or joseph.l.zanca@usace.army.mil to arrange a site visit.

To observe typical boundary line sections, site visits can be made by accessing the segment at the following addresses. Contact Mark Larson at 978-318-8410 or mark.b.larson@usace.army.mil for any questions on performing a site visit.

Base:

Segment 19- 32 Oak Street Extension, Franklin, Massachusetts, 02038 – Segment 20- 60 Anthony Road, Franklin, Massachusetts, 02038 - Segment 21- 258 Washington Street, Franklin, Massachusetts, 02038 - Segment 22- 26 Jackson Circle, Franklin, Massachusetts, 02038 - Option:

Segment 27- 281-299 Hartford Ave, Bellingham, Massachusetts, 02019 - Segment 28- 130-150 High Steet Bellingham MA 02019 -

4. Schedule The period of performance is 120 days and will begin on the day of contract award. All pre-work safety and product submittals shall be submitted within 21 days of contract award. The government reserves up to 21 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals/resubmittals, the contractor shall make such revisions and shall be resubmitted to the government in an acceptable form within 14 days of the government’s response, unless additional time is granted by the government in writing. No field work may proceed prior to the acceptance of pre-work submittals.

5. Safety

5.1. General:

All work shall be conducted in accordance with the U.S. Army Corps of Engineers (USACE) Safety and Occupational Health Requirements (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety and health requirements. A copy of EM 385-1-1 can be accessed electronically at the following link:

https://www.publications.usace.army.mil/Portals/76/EM%20385-1- 1%20_EFFECTIVE%2015March2024.pdf

Project staff reserve the right to cease work at any time should the safety of employees, Contractors, and/or the public become jeopardized.

5.2. Accident Prevention Plan (APP):

The Contractor shall prepare a site-specific Accident Prevention Plan. The APP must be written by a Competent Person (CP) and document the specific work processes, equipment, materials to be used, hazards and applicable control measures.

The mandatory ENG Form 6293 (Accident Prevention Plan Worksheet) must be submitted and accepted prior to beginning on site work:

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6293_2023Aug31.pdf

A preparatory meeting shall be conducted by the prime contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

Daily safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact upon request.

5.3. Activity Hazard Analysis (AHA):

An AHA shall be submitted and accepted for each definable feature of work (DFOW) in accordance with EM 385-1-1, Chapter 2-6. A DFOW is defined as any task, which is separate and distinct from other tasks, has separate control requirements, or is identified as different trades or disciplines. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

For a non-mandatory formatted outline of an AHA, see ENG Form 6206 (Activity Hazard Analysis) https://www.publications.usace.army.mil/Portals/76/Eng_Form_6206_2023Aug24.pdf

5.4. Site Safety and Health Officer (SSHO) Requirements:

The Contractor shall employ a minimum of one person to function as a Level 3, SSHO. A Level 3 SSHO is a designated Qualified Person (QP) or Competent Person (CP) with Safety and Occupational Health (SOH) responsibility that meets the requirements of EM 385-1-1, Chapter 2-3.b and 2-4.b.

Level 3 SSHOs must have training, knowledge, and/or experience identifying hazards and implementing controls for the work being performed.

The SSHO shall be present at the project site and be responsible for overseeing the implementation of the prime contractor’s SOH program. Contractor shall designate all SSHOs on a mandatory ENG Form 6282 (Site Safety and Health Officer Designation Letter):

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pdf

5.5. First-Aid and CPR Personnel Requirements:

For shifts with multiple employees, provide at least two employees that are certified to administer First Aid and CPR. When employes work alone, they must be certified in First Aid and be provided an effective means of communication to call for assistance in the event of an emergency. Minimum First Aid and CPR qualifications are outlined in EM 385-1-1, Chapter 3-3.

5.6. Additional Personnel Requirements:

Other Competent Person (CP) or Qualified Persons (QP) may be required per EM 385- 1-1 and/or other sections of this Scope of Work, based on the definable features of work for this project.

5.7. Accident Reporting:

All accidents and near misses shall be investigated by the contractor and reported to the Technical Point of Contact in accordance with EM 385-1-1, Table 2-1.

The mandatory ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within seven (7) days of an incident:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/Eng_ Form_3394_2021Aug.pdf

5.8. Employee Exposure Data:

The contractor shall electronically report total employee work hours (including subcontractors) to the Technical Point of Contact by close of business on the 10th calendar day of the following month.

6. Pre-Work Conference

Prior to the start of any work, the Technical Point of Contact will schedule and conduct a pre-work conference. The contractor’s Project Manager and Quality Control Personnel shall physically attend this meeting. This conference will be held at the time and location agreeable to the government and contractor. No work shall be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the procedures that will be followed by the government in its administration of the contract, and to discuss the performance that will be expected from the contractor. This conference will allow the contractor an opportunity to ask questions about the government’s administration and inspection of contract work or obtain other pertinent information that might be required. At the pre-work-conference the contractor shall provide the name of the project superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this pre-work conference:

i. Authority of the Technical Point of Contact and Quality Assurance Inspectors

ii. Contractor’s Safety Program (including sub-contractors)

iii. Accident Prevention Plan (ENG Form 6293)

iv. Activity Hazard Analysis

v. Safety Meetings (Documented on NED Form 251)

vi. Accident Reporting (ENG Form 3394)

vii. Safety Data Sheet (SDS) requirements

viii. Correspondence, Communication and Administrative Procedures

ix. Ongoing status reports, quality and content of the final report

x. Invoice and payment

7. Permits

The contractor shall, without additional expense to the government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The contractor shall comply with all applicable federal, state, county, and municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

8. Security The contractor will comply with all established security policies at all projects. Due to periods of heightened security that may affect the access to the areas covered under this contract, areas may be subject to periodic closures, which in turn may reduce or inhibit the contractor’s ability to access certain areas. During periods of heightened security, the government reserves the right, at any time, to close any property or portion of property and reschedule and/or cancel any subsequent service in an area. The contractor shall be given at least 24-hour notice of any such closure.

9. Contractor Conduct

The contractor and employees shall not use or be under the influence of drugs or alcohol at any time while performing the obligations under this contract or giving the public the appearance of same. Firearms are prohibited on project grounds. Contractor and employees must comply with CFR Title 36 Rules and Regulations.

10. Payment Payment will be made on a per job basis. After final inspection and acceptance by the government, the contractor shall submit an invoice to the Technical Point of Contact. The invoice shall include the following: Invoice Date; Contract Number; Dates of Service;

Description of Work; Quantities; Material/Supply Back-Up, and total amount due per line item. For jobs greater than 30 days the contractor may request multiple payments. The invoices for each project will be sent (via mail, email, or fax) to the appropriate Technical Point of Contact, Joe Zanca:

U.S. Army Corps of Engineers West Hill Dam 518 East Hartford Ave.

Uxbridge, MA 01569

Fax: (508) 272-4234 Email: joseph.l.zanca@usace.army.mil

II. TECHNICAL REQUIREMENTS:

Part 1 General:

1.1 Summary:

Boundary lines are maintained lines of sight to ensure abutters are aware of federal boundary lines on U.S. Army Corps of Engineers property. Maintenance to clear these lines requires brush removal, tree marking, adding and/or replacing signage, as well as providing a written report of all findings including missing monuments, monuments that could not be located, trespasses, encroachments, etc. containing photographic evidence to be submitted upon completion of the contract. A photo album of every monument located will be included in the final report.

1.2 Location:

1.2.1 The base contract is for the completion of boundary specifications on the section of the Charles River Natural Valley Storage Areas segment numbers 19, 20, 21 & 22 located in the Town of Franklin, MA. This covers a total distance of approximately 17.0 linear miles.

1.2.2 The option for this contract is for the completion of boundary specifications on the section of the Charles River Natural Valley Storage Areas segment numbers 27 & 28, in the Town of Bellingham MA. This covers a total distance of approximately 8.0 linear miles.

1.2.3 This option, if exercised by the government, must be completed during the period of performance listed in this Scope of Work.

1.3 Existing Conditions:

For all sections of boundary lines included in this contract, the contractor may anticipate overgrown brush/small trees, fallen trees, rough terrain, non-existing or faded marking paint, and broken or missing signage. Boundary monuments are assumed to be intact but may be difficult to locate.

1.4 Requests for Information:

After contract award, requests concerning the contract should be directed to the Technical Point of Contact.

1.5 Submittals:

Although the Government reviews submissions required by this Performance Work Statement, it is emphasized that the Contractor’s work must be completed using proper internal controls and review procedures. The Government reserves up to 21 days for review and acceptance on each submittal/resubmittal from the date of receipt. If revisions are necessary to the submittals, the Contractor shall make such revisions and shall resubmit to the Government in an acceptable form within 14 days of the Government’s response, unless additional time is granted by the Government in writing.

The documents identified below must be prepared in accordance with the applicable standards, submitted to the TPOC for review and must be accepted by the Government.

1.5.1 Pre-work Submittals: Submitted within 21 days of contract award. Submittals must be accepted prior to the commencement of any field work activities.

1.5.1.1 ENG Form 6293 (Accident Prevention Plan Worksheet)

1.5.1.2 Activity Hazard Analysis (AHA)

1.5.1.3 ENG Form 6282 (Site Safety and Health Officer Designation Letter)

1.5.1.4 24 hours of documented SOH-related competency training

1.5.1.5 First Aid/CPR Certifications

1.5.1.6 Marking paint specifications and safety data sheets

Location Number of Monuments

Approximate Boundary length in Miles

Franklin Segment 19 142 8.0 Franklin Segment 20 69 3.0 Franklin Segment 21 71 3.0 Franklin Segment 22 61 3.0

Franklin Totals 343 17.0 Bellingham Segment 27 (OPTION) 92 3.0 Bellingham Segment 28 (OPTION) 78 5.0

Bellingham Totals 177 8.0 Total 520 25.0

1.5.2 Other Submittals: The documents identified below must be submitted during the period of performance of this contract:

1.5.2.1 A written report with photographic evidence and associated map documenting any encroachment or suspected encroachment observed.

Observed encroachments are to be immediately reported to the Technical Point of Contact.

1.5.2.2 A written final report of all findings including missing monuments, monuments that couldn’t be located, damaged monuments, trespasses, encroachments, maps, etc. including photographic evidence.

1.5.2.3 A photo album including a picture of every boundary monument located, including broken and/or damaged monuments will be included in this report.

1.5.2.4 Contractor will provide a paper document as well as a DVD of these final reports.

1.6 Clean Up:

The contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials. Upon completing work in an area, the contractor shall remove any tools, equipment, and materials that are not the property of the government.

Upon completion of work, the contractor shall clean up the job site to the satisfaction of the Government.

1.7 Omissions:

This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable and functional product.

1.8 Quality Assurance:

The contractor is responsible for the quality control of the contract work. The government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

1.9 Other Contracts:

The government may undertake or award other contracts for additional work not related to this contract, and the contractor shall fully cooperate with other contractors and government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor or by government employees.

1.10 Receiving and Storing Materials:

The contractor is responsible for protecting any stored materials until they are placed in service. The contractor is responsible for receiving and unloading delivered goods.

Government employees will not receive materials or supplies for the contractor and will not be responsible for damage to contractor equipment or materials.

1.11 Equipment

1.11.1 Condition of Equipment – All equipment used to perform work under this contract must be in good operating and mechanical condition and comply with EM 385-1-1, Army Corps of Engineers Safety and Health Requirements.

1.11.2 Type of Equipment - Chainsaws, overhead chainsaws, motorized brush cutters, metal detector, pruners and forestry paint applicator may be required throughout the execution of the contract.

1.11.3 Equipment Storage – No government space or facilities shall be provided for storage under this contract.

Part 2 Service Requirements:

Boundary lines are maintained lines of site to ensure abutters are aware of federal boundary lines on USACE projects. Maintenance to clear these lines requires routine identification, clearing, painting, signing, reporting encroachments (documenting via photo), and reporting broken or missing monuments.

2.1 Identification of Boundary

2.1.1 Contractor will receive detailed maps and information of service areas from the

USACE upon contract award. Maps will not be released to the public and must be returned after work has been accepted. Services performed under this contract are to be based on boundary surveyed data as indicated on maps furnished to the contractor by USACE.

2.1.1.1 The detailed boundary survey maps indicate the location of project boundary monuments and the distances and bearings of the property lines.

2.1.1.2 At the end of the contract period of performance all maps furnished to the contractor shall be returned to the USACE.

2.1.1.3 Maps will contain locations of county, town, streets, USACE tracts and monuments within boundary line service area.

2.1.1.4 Contractor will identify the true USACE boundary prior to clearing and marking, which may require the use of temporary flagging for boundary line accuracy. Any flagging used will be removed by the contractor prior to completion of the contract.

2.2 Clearing of Boundary Lines

2.2.1 Contractor will clear/maintain a four-foot wide, from U.S. Government boundary, by eight feet high line of site by cutting all branches, trees three inches (3”) diameter and under at breast height, and brush/fallen trees intruding into this line;

stumps will be cut no higher than three inches (3”) above the ground (see Figure No. 1).

2.2.2 Branches will be cut back to the main stem of the tree/shrub.

2.2.3 Clearing is not required where the bound is defined by roads, hedges, stone walls, fences, streams, or bodies of water.

2.2.4 All cuttings will be disposed onto USACE property and not left hung up in trees or placed on abutters’ property.

2.3 Marking of Boundary Line, Monument and Corner Trees, Bounds

2.3.1 Permanent boundary lines shall be marked by repainting old blazes, replacing old blazes on dead or dying trees on adjacent healthy tree, or adding additional blazes where needed so that the blazes are visible from one blaze to the next.

Blazes shall be made by scraping rough outer bark from the tree leaving a smooth paintable surface consisting of a three-inch wide by six-inch high vertical strip. Bark shall not be removed so deeply as to expose live wood (see Figure No. 2).

2.3.2 Marking Boundary Line Blaze

2.3.2.1 Marking boundary line blaze shall be made by painting the closest tree within the four feet boundary clearing, approximately five feet above the ground, with an RED 6” square blaze painted over a WHITE 6” square blaze.

2.3.2.2 Trees to be blazed shall be greater than four inches in diameter at breast height and shall be either on the boundary line or on government property within four feet of the boundary line.

2.3.2.3 Signs will be placed on closest tree within the four feet boundary clearing, at a height of approximately five feet and facing outward from government property. Boundary line signs (BLM-01 type) will be placed as close to the boundary line as possible. Signs should face away from the project land being marked. Signs should be placed (where terrain, vegetation, and common-sense permit) so that a least two of the signs can be clearly viewed by and individual approaching the government property line from any point on adjacent property, generally between 75 and 150 feet apart.

2.3.2.4 In open or lightly wooded areas, where a painted blaze is not possible, an integrated U.S. Government supplied fiberglass stake with decal “Boundary Line” shall be placed in the ground at or near the boundary line (see Figure No. 2).

2.3.3 Marking Boundary Monument and Corner Blaze

2.3.3.1 Marking Monument and Corner Blazes shall be made by painting closest tree, within the four feet boundary clearing on government property, approximately five feet above the ground, with an RED horizontal band painted over a WHITE horizontal band around the circumference of the tree (See Figures No. 1 & 2).

2.3.3.2 Boundary Monuments will receive ORANGE paint on top.

2.3.3.3 Every TEN monuments a fiberglass stake shall be installed, with decal

“Boundary Line”, set next to the monument. Type of boundary monument varies (aluminum/brass/bronze disk, drill holes, concrete marker, etc.) and will be identified on maps provided by the USACE.

2.3.3.4 Blazes, signs, and stakes shall be made to be seen as entering USACE property and installed only on USACE property.

2.3.3.5 Paint and all supplies to perform this contract, other than listed as U.S.

Government supplied, will be supplied by the contractor.

2.4 Monument Inspection and Documentation

2.4.1 Contractor shall be responsible to use a metal detector, where appropriate, to locate monuments that may not be immediately visible.

2.4.2 Every ten monuments will be marked with a government supplied fiberglass stake.

The fiberglass stake will be labeled “Boundary Line”.

2.4.3 ALL monuments will be painted with ORANGE colored tree marking paint.

2.4.4 Contractor will provide the Technical Point of Contact documented conditions of all monuments on site with notes and photos of each monument. Contractor shall make note of any missing, damaged or incorrect monument identification on provided maps.

2.5 Encroachment Reporting

2.5.1 Contractor will provide a photo album with pictures of possible encroachment and indicate where the encroachment is on provided maps with a brief description of each encroachment and include this information in the final report.

2.5.2 Discovery of encroachments and suspected encroachments are to be immediately reported to the Technical Point of Contact throughout the course of the contract.

2.5.3 The contractor SHALL NOT attempt to resolve any encroachments.

2.6 Restrictions

All work will be inspected by the contractor’s Quality Control Inspector as boundary line maintenance commences. The contractor shall notify Technical Point of Contact immediately upon completion of services, so that the U.S. Army Corps of Engineers may inspect the work. The contractor shall be responsible for correction of any and all deficiencies discovered by the Quality Assurance inspection. These correction(s) will be at no additional cost to the government.

2.7 Supply Descriptions

2.7.1 Contractor Furnished Paint

The contractor shall furnish marking paint required to complete the performance work statement. The paint must be approved in advance by the technical point of contact.

2.7.1.1 Tree Marking Paint Supply Specification

2.7.1.1.1 Provide a 6-8 year permanent duration

2.7.1.1.2 Applied either by brush or forestry marking spray applicator

2.7.1.1.3 Orange, red and white in color, color to be pre-approved by technical point of contact

2.7.1.1.4 Paint will be oil base for durability

2.7.2 Government Furnished Materials and Supplies

Government-Furnished Materials and Supplies, for the execution of this contract, will be made available when requested in accordance with the list of Government Furnished Materials and Supplies below.

2.7.2.1 BLM-01 type signs

2.7.2.2 Aluminum nails

2.7.2.3 Boundary line and monument fiberglass stakes with decal and installation tool will be provided by the government. Tool to be returned to the government at end of contract.

2.7.2.4 Government furnished supplies valued under $100 each.

(End of Summary of Changes)