A.07.24_-_W912DW17Q00860002.pdf

W68MD971368079

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

The purpose of this Amendment 0002 dated 29 August 2017 is to extend the closing date, revise the performance w ork statement, and remove Optional CLINS 0002 and 0004. Accordingly, this solicitation is amended as follow s:

1. CONTRACT ID CODE PAGE OF PAGES

1 23

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

16C. DATE SIGNED

BY 30-Aug-2017

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 W912DW17Q0086

X 9B. DATED (SEE ITEM 11)

17-Jul-2017

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

31-Aug-2017

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

vincent.e.daniels@usace.army.milEMAIL:206-764-6573TEL:

VINCENT E DANIELS / PURCHASING AGENT

W912DW17Q0086

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 01-Aug-2017 05:00 PM to 31-Aug-2017 05:00 PM.

SECTION B - SUPPLIES OR SERVICES AND PRICES

CLIN 0002

The CLIN description has changed from Blackwell Campsite Boat Ramp to REMOVED VIA

AMENDMENT 0001.

The CLIN extended description has changed from:

Provide all labor, materials, and equipment necessary remove/replace existing pavement in accordance with the statement of work.**NOTE: Davis Bacon Wage Determination No.: MT170080 dated 1/6/2017 is applicable to this procurement as incorporated herein.

To:

Blackwell Campsite Boat RampProvide all labor, materials, and equipment necessary remove/replace existing pavement in accordance with the statement of work.**NOTE: Davis Bacon Wage Determination No.: MT170080 dated 1/6/2017 is applicable to this procurement as incorporated herein.

The pricing detail quantity has decreased by 1.00 from 1.00 to 0.00.

The unit of issue Job has been deleted.

CLIN 0004

The CLIN description has changed from Blackwell Campsite Access to REMOVED VIA AMENDMENT 0002.

The CLIN extended description has changed from:

Provide all labor, materials, and equipment necessary remove/replace existing pavement in accordance with the statement of work.**NOTE: Davis Bacon Wage Determination No.: MT170080 dated 1/6/2017 is applicable to this procurement as incorporated herein.

To:

Blackwell Campsite AccessProvide all labor, materials, and equipment necessary remove/replace existing pavement in accordance with the statement of work.**NOTE: Davis Bacon Wage Determination No.: MT170080 dated 1/6/2017 is applicable to this procurement as incorporated herein.

The pricing detail quantity has decreased by 1.00 from 1.00 to 0.00.

The unit of issue Job has been deleted.

The following have been modified:

INSTRUCTIONS TO OFFERORS

Instructions to Offerors

1. REPRESENTATIONS AND CERTIFICATIONS CONTAINED HEREIN MUST BE COMPLETED BY

QUOTERS AND RETURNED WITH OFFERS:

IF YOUR REPRESENTATIONS AND CERTIFICATIONS ARE REGISTERED IN THE SYSTEM FOR

AWARD MANAGEMENT (SAM) CHECK HERE . IF NOT, YOU CAN REGISTER

ONLINE AT www.sam.gov

2. Marking of Quote Envelopes:

Envelopes shall be plainly marked as follows:

Quote for: Libby Dam Resource Paving (Blackwell Campsite)

Request for Quote No.: W912DW17Q0086

Closing Date and Time: 31 August 2017, 510:00 PA.M. Pacific Time

AMENDMENTS NUMBERED________HAVE BEEN RECEIVED

Hand carried quote submittal procedures have changed. When dropping off all hand carried proposals, the official delivery location is now the guard station in the main foyer of Federal Center South, located at Building 1202, 4735 E. Marginal Way South where the official time clock is also located. Notify the guard on duty that you have a quote for Contracting Division. The point of contract will be notified and a representative from Contracting Division will sign in your package(s) and transport them to Contracting Division. Please allow sufficient time for these procedures when submitting hand carried quotes. All other quote submittal procedures remain the same.

3. For questions call (206)-764-6573. Mailed quotes shall be accepted before closing at US Army Corps of

Engineers, Seattle District, P.O. Box 3755 Seattle, WA. 98124. Physical street address is US Army Corps of Engineers, Seattle District, 4735 E. Marginal Way S., Building 1202, Seattle, WA 98134. All emailed offers shall contain the RFQ No. W912DW17Q0086 in the subject line and emailed to the following email address:

vincent.e.daniels@usace.army.mil.

4. PROSPECTIVE OFFERORS: Contractors are required to be registered in the System for Awards Management

(SAM) for awards resulting from solicitations.

This rule more efficiently implements the Debt Collection Improvement Act of 1996, as it requires contractors to be registered in SAM for consideration of future solicitations, awards, and payment. Registration is required prior to award of any contract, basic agreement, basic ordering agreement, or blanket purchase agreement from a solicitation. LACK OF REGISTRATION IN THE SAM DATABASE WILL MAKE AN OFFER INELIGIBLE FOR AWARD. The web site may be accessed at www.sam.gov.

5. ELECTRONIC FUNDS TRANSFER (EFT): Effective 99 Jun 01, the Government will make all payments by

EFT (unless the Government VISA credit card is accepted). The only exceptions are: 1) Foreign Vendors, 2) Government Agencies, and 3) One time payments. The EFT forms and instructions are on the USACE Finance Center (UFC) Web Page; www.fc.usace.army.mil. The UFC point of contact for this action is Mr. Michael Rye,

(901) 874-8543.

6. Required Submittals:

a) Instruction Page (2 pages)

Indicate if you are registered SAM.

Must acknowledge any/all amendments to the solicitation.

Must fill in all company information requested All submittals as required by evaluation criteria

b) Fill in all pricing information.

c) 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (JAN 2017). Must fill in all applicable blanks.

d) 52.204-17 OWNERSHIP OR CONTROL OF OFFEROR (JUL 2016). Must fill in all applicable blanks.

e) 52.204-20 Predecessor of Offeror (JUL 2016). Must fill in all applicable blanks.

f) 52.209-2 PROHIBITION ON CONTRACTING WITH INVERTED DOMESTIC CORPORATIONS--REPRESENTATION (NOV 2015). Must fill in all applicable blanks.

g) 52.209-11 REPRESENTATION BY CORPORATIONS REGARDING DELINQUENT TAX LIABILITY OR A FELONY CONVICTION UNDER ANY FEDERAL LAW (FEB 2016). Must fill in all applicable blanks.

h) 52.213-4 TERMS AND CONDITIONS--SIMPLIFIED ACQUISITIONS (OTHER THAN COMMERCIAL ITEMS) (JAN 2017). Must fill in all applicable blanks.

i) 52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (OCT 2014) - ALTERNATE I (SEPT 2015). Must fill in all applicable blanks.

j) 52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION (JULY 2013). Must fill in all applicable blanks.

k) 52.225-9 BUY AMERICAN—CONSTRUCTION MATERIALS (MAY 2014). Must fill in all applicable blanks.

All of these must be filled in and returned in order to be eligible for evaluation. DO NOT return the rest of the solicitation form.

7. The contractor is required to provide the following information with your quote:

Federal Taxpayer’s ID Number:

DUNS Number:

Cage Code Number

(This requires registration in SAM at www.sam.gov.)

Remit to Address:

Company Name:

Address:

City/State/Zip:

Phone & Fax Numbers:

Point of Contact:

E-Mail Address:

The offeror must provide pricing for all items in the solicitation for its quote to be acceptable to the Government.

All quoted items must meet the requirements of the Request for Quote (RFQ) including specifications stated in all attachments.

Multiple quotes are not accepted for this RFQ. If multiple quotes are received only one quote (as determined by the Contracting Officer) will be evaluated by the Government. The quote shall be determined acceptable based on the date and time received.

The contractor should list any special features or warranty information applicable to the quoted product(s).

8. The Magnitude of Construction is between $100,000 and $250,000.

9. For construction contracts greater than $30,000 and not greater than $150,000, one or more of the following payment protections are required and must be submitted within 5-10 days of contract award:

Payment Bond;

Irrevocable Letter of Credit (ILC)

ANNOUNCEMENT TO OFFERORS

Due to recent national events Seattle District US Army Corps of Engineers shall be conducting business under heightened security for the foreseeable future.

Access to Federal Center South, 4735 E Marginal Way S, Building 1202, Seattle, WA 98124 will be through the front lobby only. The building is under Federal Protective Service, which means that persons entering the facility are subject to inspection; including purses, packages, etc. All deliveries shall be thoroughly inspected. In addition, visitors may be required to be escorted by Corps personnel while in the building.

For any questions please contact the Contract Specialist assigned to your project or check our website at www.nws.usace.army.mil for up-to-date information.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

PERFORMANCE WORK STATEMENT

PERFORMANCE WORK STATEMENT (PWS)

Libby Dam Resource Paving (Blackwell Campsite)

Rev. 29 September 2017

PART 1

1. GENERAL: This is a service contract to provide the placing of new Hot-Mix Asphalt (HMA) in Souse Gulch Volunteer Village Site, Blackwell Camp site and rehabilitation of other specified resource areas of Libby Dam.

The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government.

1.1 Description of Services/Introduction: Equipments and materials will be used for removal of existing asphalt, preparation and paving as specified here-in. Existing asphalt will be saw cut, removed, and disposed of offsite. Removal and disposal may be done by excavation or grinding the existing asphalt in place. The grindings may be used as part of the base prep for the new asphalt. Existing sub grade shall be graded and compacted as needed. 5/8” or grindings shall be added to the base course where needed to match grade. The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and non-personal services necessary to perform the placing of new Hot-Mix Asphalt (HMA) and rehabilitation of other specified resource areas of Libby Dam as defined in this Performance Work Statement except for those items specified as government furnished property and services. The contractor shall perform to the standards in this contract.

Base Bid #1- Remove damaged pavement, Place new (HMA) and road shoulders at Blackwell Camp site.

Optional Bid #3- Remove pavement, Place new (HMA) at Blackwell Campsite Parking

Option Bid #5- Remove concrete pad and replavce with new (HMA) in Blackwell Campground

1.2 Background: The Blackwell Flats Camp site experienced damaged pavement from a recent construction project. The existing roadway is to be removed and replaced with (HMA).

1.3 Objectives: Remove and dispose of the existing HMA and rock roadway at Blackwell Campground.

Compact subgrade and place new (HMA) on the Blackwell Campground roadway. Install new shoulders at the Blackwell Campsite.

1.4 Scope: Contractor will prep area to receive new pavement then lay new HMA to proved a uniform smooth compacted paved surface as describe in the PWS. Contractor will provide rehabilitation to areas of damaged pavement around the project as specified in the PWS to provide uniform road surface. The contractor shall maintain a clean and safe working area wherever work is taking place.

1.5 Period of Performance: It is anticipated that the work shal commence on or about September 5, 2017 and end on or about September 25, 2017.

1.6 General Information

1.6.1 Quality Control: The contractor shall develop and maintain an effective quality control program to ensure services are performed in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which he assures himself that his work complies with the requirement of the contract. The contractors quality control plan will be submitted with the contractors proposal, three copies of a comprehensive written QCP shall be submitted to the COR within 5 working days when changes are made thereafter. After acceptance of the quality control plan the contractor shall receive the contracting officer’s acceptance in writing of any proposed change to his QC system.

1.6.2 Quality Assurance: The government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s).

1.6.3 Recognized Holidays: Contractor is authorized to work on these holidays.

New Year’s Day Labor Day Martin Luther King Jr.’s Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day Independence Day Christmas Day

1.6.4 Hours of Operation: The contractor is responsible for conducting business, between the hours of

0700 and 1700 Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. For other than firm fixed price contracts, the contractor will not be reimbursed when the government facility is closed for the above reasons. The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.6.5 Place of Performance: The work to be performed under this contract will be performed at Libby Dam project area.

1.6.6 Type of Contract: The government will award a Construction contract.

1.6.7 Security Requirements: All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements

(FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

The Prime Contractor Company must have a Facility Clearance (FCL) at the appropriate level (IAW the NISPOM DOD 5220.22-M and AR 380-49) prior to the start of the contract awarded period of performance. Contractor personnel performing work under this contract must have the required security clearance, per AR 380-67, at the appropriate level at the start of the period of performance. Security Clearances and FCL requirements are required to be maintained for the life of the contract IAW the DD Form 254 attached to the contract. If no FCL, the supporting Government Contracting Activity will sponsor the prime contract company in obtaining the FCL.

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.6.8 Post Award Conference/Periodic Progress Meetings: The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart 42.5. The contracting officer, Contracting Officers Representative (COR), Quality Asurance Representative (QAR) and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.6.9 Contracting Officer Representative (COR): The (COR) will be identified by separate letter. The

COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract: perform inspections necessary in connection with contract performance: maintain written and oral communications with the Contractor concerning technical aspects of the contract: issue written interpretations of technical requirements, including Government drawings, designs, specifications: monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies: coordinate availability of government furnished property, and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.6.10 Key Personnel: The follow personnel are considered key personnel by the government: Contract

Manager. The contractor shall provide a contract manager who shall be responsible for the performance of the work. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the contracting officer.

The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The contract manager or alternate shall be available between 0700 to 1700, Monday thru Thursday except Federal holidays or when the government facility is closed for administrative reasons.

1.6.11 Identification of Contractor Employees: All contract personnel attending meetings, answering Government telephones, and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression in the minds of members of the public that they are Government officials. They must also ensure that all documents or reports produced by contractors are suitably marked as contractor products or that contractor participation is appropriately disclosed. All on-site contractor personnel will be required to wear a Corps provided ID badge.

1.6.12 Contractor Travel: All travel costs and coordination will be covered by the contractor and included in the final quote.

1.6.13 Data Rights: The Government has unlimited rights to all documents/material produced under this contract. All documents and materials, to include the source codes of any software, produced under this contract shall be Government owned and are the property of the Government with all rights and privileges of ownership/copyright belonging exclusively to the Government. These documents and materials may not be used or sold by the contractor without written permission from the Contracting Officer. All materials supplied to the Government shall be the sole property of the Government and may not be used for any other purpose. This right does not abrogate any other Government rights.

1.6.14 Organizational Conflict of Interest: Contractor and subcontractor personnel performing work under this contract may receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The Contractor shall notify the Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The Contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may effect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.6.15 Prospective Bidder Site Visit: A site visit will be offered to all prospector bidders at a date and time to be named latter.

PART 2

DEFINITIONS & ACRONYMS

2. DEFINITIONS AND ACRONYMS:

2.1 DEFINITIONS:

2.1.1 CONTRACTOR. A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

2.1.2 CONTRACTING OFFICER. A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

2.1.3 CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S.

Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4 DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the Performance Work Statement.

2.1.5 DELIVERABLE. Anything that can be physically delivered, but may include non-manufactured things such as meeting minutes or reports.

2.1.6 KEY PERSONNEL. Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the Key Personnel listed in the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

2.1.7 PHYSICAL SECURITY. Actions that prevent the loss or damage of Government property.

2.1.8 QUALITY ASSURANCE. The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.9 QUALITY ASSURANCE SURVEILLANCE PLAN (QASP). An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10 QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11 SUBCONTRACTOR. One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

2.1.12 WORK DAY. The number of hours per day the Contractor provides services in accordance with the contract.

2.1.13 WORK WEEK. Monday through Friday, unless specified otherwise.

2.2 ACRONYMS:

ACOR Alternate Contracting Officer's Representative AFARS Army Federal Acquisition Regulation Supplement AR Army Regulation CCE Contracting Center of Excellence CFR Code of Federal Regulations CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative COTR Contracting Officer's Technical Representative COTS Commercial-Off-the-Shelf DA Department of the Army DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Contract Security Requirement List DFARS Defense Federal Acquisition Regulation Supplement DMDC Defense Manpower Data Center DOD Department of Defense FAR Federal Acquisition Regulation HIPAA Health Insurance Portability and Accountability Act of 1996 KO Contracting Officer OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii) ODC Other Direct Costs PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary PWS Performance Work Statement QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Program TE Technical Exhibit

PART 3

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

3. GOVERNMENT FURNISHED ITEMS AND SERVICES:

3.1 Services: The Government will provide on site Quality Assurance Representative.

3.2 Facilities: N/A.

3.3 Utilities: The Government will provide restrooms. The Contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions that preclude the waste of utilities, which include turning off the water faucets or valves after using the required amount to accomplish cleaning vehicles and equipment.

3.4 Equipment: N/A.

3.5 Materials: N/A.

PART 4

CONTRACTOR FURNISHED ITEMS AND SERVICES

4. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

4.1 General: The Contractor shall furnish all supplies, equipment, facilities and services required to perform work under this contract that are not listed under Section 3 of this PWS.

4.2 Secret Facility Clearance: N/A.

4.3 Materials: The Contractor shall provide all materials and supplies necessary for the placing of new Hot- Mix Asphalt (HMA) in Blackwell Campsite and rehabilitation of other specified resource areas of Libby Dam as defined in this Performance Work Statement.

4.4 Equipment: The Contractor shall provide all equipment necessary for the placing of new Hot-Mix Asphalt (HMA) in Blackwell Campsite and rehabilitation of other specified resource areas of Libby Dam as defined in this Performance Work Statement.

PART 5

SPECIFIC TASKS

5. Specific Tasks:

5.1 Basic Services. The contractor shall provide services for placing of new Hot-Mix Asphalt (HMA) in the Blackwell Flats Campground, Libby Dam as defined in this Performance Work Statement. See attached site drawings 000. All dimensions are approximate; contractor is responsible for verification of all measurements and dimensions.

5.2 Task Heading. Placing of new Hot-Mix Asphalt (HMA) in Blackwell Campsite and rehabilitation of other specified resource areas of Libby Dam.

PART 6

APPLICABLE PUBLICATIONS

6. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

6.1 The Contractor must abide by all applicable regulations, publications, manuals, and local policies and procedures listed in EM-385-1-1.

PART 7

ATTACHMENT/TECHNICAL EXHIBIT LISTING

7. Attachment/Technical Exhibit List:

7.1. Attachment 1/Technical Exhibit 1 – Performance Requirements Summary.

7.2. Attachment 2/Technical Exhibit 2 – Deliverables Schedule.

7.3 Attachment 3/Technical Exhibit 3 – Drawings showing locations for work to be performed.

TECHNICAL EXHIBIT 1

Performance Requirements Summary The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective (The Service required—usually a shall statement) Standard

PERFORMANCE

THRESHOLD

(THIS IS THE MAXIMUM

ERROR RATE. IT COULD

POSSIBLY BE “ZERO

DEVIATION FROM

STANDARD”)

Method of Surveillance

BASE PRS # 1.

Repair damaged pavement and road shoulders at Blackwell Camp site.

Grindings may be used as part of the base prep for the new asphalt. If grining is not used existing asphalt will be saw cut, removed, and disposed of offsite.

Removal and disposal may be done by excavation or grinding the existing asphalt in place Existing sub grade shall be graded and compacted as needed. 5/8” or grindings shall be added to the base course where needed to match grade. Sub-base shall be compacted to 95% min. Replace with new (HMA) min 3” thick to match surrounding Asphalt. Contractor to submit final mix design. After placing, the mixture shall be thoroughly and uniformly compacted by approved method. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor and approved by the government. A tack coat will be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack seal all new joints and apply approved flexible crack seal. All cold joints between new and existing asphalt are to be seal coated in order to provide a consistent appearance.

Repair road shoulders: remove existing vegetation where necessary; back dress shoulders with ¾” crush compacted.

Compact shoulder gravel to provide a firm, hard surface. Finish the slope to provide a smooth surface from the edge of pavement to the catch point. Goal is to target a slope of 2:1 or as necessary to gain proper drainage from road and have surface of new gravel even with top of pavement forming a new sloped edge approx. 3’ wide. Roadway is approx. 1800 L.F. and exterior edge of roadway is approx. 500 L.F. of area to repair. When complete, all road shoulders should be consistent in appearance with new crush dressing on both sides of the roadway with proper drainage. Estimated area of 22,000 SF to to preped and paved @ min 3”.

Estimated ares of 22,000 SF of asphalt to be removed of and disposed of. The

Proved smooth compaced surface All materials and instalation efforts shall meet the requirements of UFGS-32 12 16

DIVISION 32- EXTERIOR

IMPROVEMENTS, DIVISION 31-

EARTHWORK and ASME D6925. Any discrepancies shall be annotated along with comments.

Zero deviation from standard.

100% Inspection: QA representative average thikness of existing asphalt is

2.25 inches.

Option PRS # 2 Remove and Replace existing pavement at the Blackwell Campground boat ramp. Grindings may be used as part of the base prep for the new asphalt. If grining is not used existing asphalt will be saw cut, removed, and disposed of offsite. Removal and disposal may be done by excavation or grinding the existing asphalt in place Existing sub grade shall be graded and compacted as needed. 5/8” or grindings shall be added to the base course where needed to match grade. Sub-base shall be compacted to 95% min. Replace with new (HMA) min 3” thick to match surrounding Asphalt. Contractor to submit final mix design. After placing, the mixture shall be thoroughly and uniformly compacted by approved method. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor and approved by the government. A tack coat will be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack seal all new joints and apply approved flexible crack seal. All cold joints between new and existing asphalt are to be seal coated in order to provide a consistent appearance. .

Estimated area of 1080 SF to to preped and paved @ min 3”. Estimated ares of 1,080 SF of asphalt to be removed of and disposed of. The average thikness of existing asphalt is 2.25 inches.

All materials and instalation efforts shall meet the requirements of UFGS-32 12 16

DIVISION 32- EXTERIOR

IMPROVEMENTS, DIVISION 31-

EARTHWORK and ASME D6925. Any discrepancies shall be annotated along with comments.

Zero deviation from standard.

100%

Option PRS # 3 at the Blackwell Campground boat ramp parking. Grindings may be used as part of the base prep for the new asphalt. If grining is not used existing asphalt will be saw cut, removed, and disposed of offsite. Removal and disposal may be done by excavation or grinding the existing asphalt in place Existing sub grade shall be graded and compacted as needed. 5/8” or grindings shall be added to the base course where needed to match grade. Sub-base shall be compacted to 95% min. Replace with new (HMA) min 3” thick to match surrounding Asphalt. Contractor to submit final mix design. After placing, the mixture shall be thoroughly and uniformly compacted by approved method. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor and approved by the government. A tack coat will be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack seal all new joints and apply approved flexible crack seal. All cold joints between new and existing asphalt are to be seal coated in order to provide a consistent appearance. .

Estimated area of 3,850 SF to to preped and paved @ min 3”. Estimated ares of 3,850 SF of asphalt to be removed of and disposed of. The average thikness of existing asphalt is 2.25 inches.

All materials and instalation efforts shall meet the requirements of UFGS-32 12 16

DIVISION 32- EXTERIOR

IMPROVEMENTS, DIVISION 31-

EARTHWORK and ASME D6925. Any discrepancies shall be annotated along with comments.

Zero deviation from standard.

100%

Option PRS # 4 at the Blackwell Campground campsite access. Grindings may be used as part of the base prep for the new asphalt. If grining is not used existing asphalt will be saw cut, removed, and disposed of offsite. Removal and disposal may be done by excavation or grinding the existing asphalt in place Existing sub grade shall be graded and compacted as needed. 5/8” or grindings shall be added to the base course where needed to match grade. Sub-base shall be compacted to 95% min. Replace with new (HMA) min 3” thick to match surrounding Asphalt. Contractor to submit final mix design. After placing, the mixture shall be thoroughly and uniformly compacted by approved method. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor and approved by the government. A tack coat will be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack seal all new joints and apply approved flexible crack seal. All cold joints between new and existing asphalt are to be seal coated in order to provide a consistent appearance. .

Estimated area of 1,250SF to to preped and paved @ min 3”. Estimated ares of 1,250 SF of asphalt to be removed of and disposed of. The average thikness of existing asphalt is 2.25 inches.

All materials and instalation efforts shall meet the requirements of UFGS-32 12 16

DIVISION 32- EXTERIOR

IMPROVEMENTS, DIVISION 31-

EARTHWORK and ASME D6925. Any discrepancies shall be annotated along with comments.

Zero deviation from standard.

100%

Option PRS # 5 Remove existing 33’ x 33’ concrete pad and dispose of off site. Approximate thickness of concrete pad is 3”. Replace the concrete pad with 30’ x 30’ (HMA).

sub grade shall be graded and compacted. 5/8” or grindings shall be used as the base course. Base course shall be level. Sub-base shall be compacted to 95% min. Contractor to submit final mix design. After placing, the mixture shall be thoroughly and uniformly compacted by approved method. The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor and approved by the government. A tack coat will be applied to all paved surfaces on which any course of HMA is to be placed or abutted. Tack seal all new joints and apply approved flexible crack seal. All cold joints between new and existing asphalt are to be seal coated in order to provide a consistent appearance. .

All materials and instalation efforts shall meet the requirements of UFGS-32 12 16

DIVISION 32- EXTERIOR

IMPROVEMENTS, DIVISION 31-

EARTHWORK and ASME D6925. Any discrepancies shall be annotated along with comments.

Zero deviation from standard.

100%

TECHNICAL EXHIBIT 2

DELIVERABLES SCHEDULE

DELIVERABLE FREQUENCY # OF COPIES MEDIUM/FORMAT SUBMIT TO

Accident Prevention Plan

1 Copy (Copy can be sent electronically)

1 Copy (Copy can be sent electronically).

Copy can be emailed to shelley.l.schultz@us ace.army.mil or mailed to Shelley Schultz, 17877 MT Hwy 37, Libby, MT. 59923 a plan for repair including quality control and testing will be submitted for government approval prior to starting work.

After initial site visit One time – the plan shall be provided at least one week prior to the first scheduled on site work day.

1 Copy (Copy can be sent electronically)

Copy can be sent electronically using any MicroSoft compatible format.

Copy can be emailed to shelley.l.schultz@us ace.army.mil or mailed to Shelley Schultz, 17877 MT Hwy 37, Libby, MT. 59923

Contractor to submit final (HMA) mix design for approval.

After initial site visit One time – the plan shall be provided at least one week prior to the first scheduled on site work day.

1 Copy (Copy can be sent electronically)

Copy can be sent electronically using any MicroSoft compatible format.

Copy can be emailed to shelley.l.schultz@us ace.army.mil or mailed to Shelley Schultz, 17877 MT Hwy 37, Libby, MT. 59923

Contractor to submit traffic control plan for approval

One time – the plan shall be provided at least one week prior to the first scheduled on site work day.

1 Copy (Copy can be sent electronically)

Copy can be sent electronically using any MicroSoft compatible format

Copy can be emailed to shelley.l.schultz@us ace.army.mil or mailed to Shelley Schultz, 17877 MT Hwy 37, Libby, MT. 59923

SECTION F - DELIVERIES OR PERFORMANCE

The following Delivery Schedule for CLIN 0002 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 01-AUG-2017 TO

20-SEP-2017

N/A LIBBY DAM PROJECT OFFICE

SHELLEY L. SCHULTZ

17877 HIGHWAY 37

LIBBY MT 59923-9703

406-293-7751 FOB: Destination

960302

The following Delivery Schedule for CLIN 0004 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 01-AUG-2017 TO

20-SEP-2017

N/A LIBBY DAM PROJECT OFFICE

SHELLEY L. SCHULTZ

17877 HIGHWAY 37

LIBBY MT 59923-9703

406-293-7751 FOB: Destination

960302

(End of Summary of Changes)