W912QR18T0032.pdf

Repaving at Green River Lake

Estimated Construction Cost Range: Betw een $25,000.00 and $100,000.00.

Aw ard w ill be made based on the low est Quote.

NAICS Code 237310, Size Determination $36.5 Million

This project is 100% set-aside for Small Business.

Central Contractor Registration and ORCA are now available through the System for Aw ard Management (SAM), available at w w w .sam.gov.

Offerors must comply w ith the requirements of 52.204-7 and any other CCR/ORCA requirements in this solicitation through SAM.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

Training tools are available on the SAM w ebsite to help you get familiar w ith SAM. Start by going to w w w .sam.gov, and then click on the SAM HELP tab. Under User Help you w ill f ind the full User Guide as w ell as Quick Start Guides and Helpful Hints that w ill help you create an account, migrate your roles, perform updates, and search for the information you need. These guides can also be view ed on http://w w w .acquisition.gov.

Block 12A Below : In lieu of both Performance and Payment Bonds, per FAR 52.228-13 Alternate Payment Protections (2000) and FAR 28.102-1(b), only a Payment Bond or an Irrevocable Letter of Credit is required. A Performance Bond is not required.

TRISHA OAKES 502.315.6256

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

19-Apr-2018

(RFP)

(IFB)

CALL:

Control Tow er Roof Repair

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______30 calendar days and complete it w ithin ________90 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________0 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________10 May 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour) Sealed envelopes containing offers

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

128617

8. ADDRESS OFFER TO (If Other Than Item 7)

502.315.6195 OR 6193FAX:TEL: 502.315.6172 TEL: FAX:

W912QR18T0032 64

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912QR18T0032

Section SF 30 - Block 14 Continuation Page (SF 30)

SPECIAL INSTRUCTIONS

The Contractor shall furnish all labor, materials, tools and equipment necessary to perform resurfacing of existing paved area, and patching some previously paved areas before resurfacing as necessary to provide uniform resurfacing at Green River Lake, Kentucky in accordance with these specifications and requirements. The Contractor’s work and responsibility shall include all planning, measurements and estimates of quantities, administration, supervision, communications and inspection necessary to assure that all work is conducted in accordance with the contract requirements and all applicable Federal, state, and local laws and regulations.

Prevailing Construction wage rates will be required and should be considered with your quote.

LOCATION:

U.S. Army Corps of Engineers Green River Lake 544 Lake Road Campbellsville, KY 42718 Site POC: John Houk Phone: 270-465-4463 Fax: 270-465-6056 Email: john.t.houk@usace.army.mil

This procurement is 100% set-aside for Small Business, NAICS 237310 ($36.5 Million).

Note: The contract award will be based on Lowest Price. The Items awarded under this contract are dependent upon available funding and will be performed at the discretion of the Government. The Government reserves the right to perform all, part, or none of the work listed below. A general map is included for reference only. Each contractor is urged to visit the job site to assess quantities, critical dimensions, and work conditions. A single site visit will be held IAW with FAR 52.236-27 Alt 1, and the date is within the scope of work.

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor.

Quotes are due 10 May 2018, 10:00AM ET. Please submit quotes to trisha.oakes@usace.army.mil. Fax submittals will not be accepted.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to award of a contract. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier (formerly known as DUNS) number for processing their registration. If you do not already have a Unique Entity mailto:john.t.houk@usace.army.mil

Identifier number, one can be obtained from Dun and Bradstreet by calling 1-800-333-0505.

Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

Note: Page numbering in this document may not be accurate.

PRICE BREAKOUT SCHEDULE

Request for Quote

Asphalt Repaving at Holmes Bend Campground U.S. Army Corps of Engineers

Green River Lake 544 Lake Road

Campbellsville, KY 42718

Please Note: Quotes must be in accordance with the entire Scope of Work, as described herein. Options can be exercised within 60 days from receipt of Notice to Proceed (NTP). Pricing should remain valid during Period of

Performance.

Contractor Name: ________________________________________________________

Address: _______________________________________________________________

Phone Number: _________________________________________________________

Point of Contact: _________________________________________________________

Federal Tax I.D.: ________________________________________________________

Unique Agency Identifier (DUNS) Number: ___________________________________

Date: __________________________________________________________________

Description Quantity Unit Price

Unit of Measure Total

Base Bid:

CLIN 0001 (Base)

Toll House and “Design Lane” 1 $ ________ Job $ __________

OPTIONS:

CLIN 0002 (Option 1)

B-Loop 1 $ ________ Job $ __________

CLIN 0003 (Option 2) Site 85 through 98 1 $ ________ Job $ __________

CLIN 0004 (Option 3) Site 111 through 125 1 $ ________ Job $ __________

CLIN 0005 (Option 4) Exit/Storage Yard Lane 1 $ ________ Job $ __________

Total of CLIN 0001 Thru CLIN 0005:

(Base + ALL OPTIONS)

Section 00 10 00 - Solicitation

CLAUSES INCORPORATED BY REFERENCE

52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

OCT 2016

52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.211-6 Brand Name or Equal AUG 1999 52.212-1 Instructions to Offerors--Commercial Items JAN 2017 252.204-7011 Alternative Line Item Structure SEP 2011

CLAUSES INCORPORATED BY FULL TEXT

52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (MAY

2014)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements,of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

(End of provision)

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

7.0% 6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Green River Lake, Adair Co, Campbellsville, KY.

52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT--CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American --Construction Materials” (Federal Acquisition Regulation (FAR) clause 52.225-9).

(b) Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of the clause at FAR 52.225-9 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction material, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(3)(i) of the clause at FAR 52.225-9.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material not listed by the Government in this solicitation in paragraph (b)(2) of the clause at FAR 52.225-9, the offeror also may submit an alternate offer based on use of equivalent domestic construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of the clause at FAR 52.225-9 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of the clause at FAR 52.225-9 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic construction material, and the offeror shall be required to furnish such domestic construction material. An offer based on use of the foreign construction material for which an exception was requested--

(i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for--

A single site visit will be held on 24 April, 2018 at the Green River Lake Visitor Center, 544 Lake Road, Campbellsville, Kentucky. The site visit will begin promptly 9:00 am Eastern Daylight Time

(EDT).

(c) Participants will meet at-- Green River Lake

544 Lake Road Campbellsville, KY 42718 Site POC: John Houk Phone: 270-465-4463 Fax: 270-465-6056 Email: john.t.houk@usace.army.mil mailto:john.t.houk@usace.army.mil

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

The full text of FAR clauses and provisions (numbered as 52.XXX-XX) can be found at this site:

http://farsite.hill.af.mil/vmfara.htm

The full text of DFARS clauses and provisions (numbered as 252.XXX-XX) can be found at this site:

http://farsite.hill.af.mil/vmdfara.htm

252.204-7008 COMPLIANCE WITH SAFEGUARDING COVERED DEFENSE INFORMATION CONTROLS

(OCT 2016)

(a) Definitions. As used in this provision--

Controlled technical information, covered contractor information system, covered defense information, cyber incident, information system, and technical information are defined in clause 252.204-7012, Safeguarding Covered Defense Information and Cyber Incident Reporting.

(b) The security requirements required by contract clause 252.204-7012 shall be implemented for all covered defense information on all covered contractor information systems that support the performance of this contract.

(c) For covered contractor information systems that are not part of an information technology service or system operated on behalf of the Government (see 252.204-7012(b)(2))--

(1) By submission of this offer, the Offeror represents that it will implement the security requirements specified by National Institute of Standards and Technology (NIST) Special Publication (SP) 800-171, ``Protecting Controlled Unclassified Information in Nonfederal Information Systems and Organizations'' (see http://dx.doi.org/10.6028/NIST.SP.800-171) that are in effect at the time the solicitation is issued or as authorized by the contracting officer not later than December 31, 2017.

(2)(i) If the Offeror proposes to vary from any of the security requirements specified by NIST SP 800-171 that are in effect at the time the solicitation is issued or as authorized by the Contracting Officer, the Offeror shall submit to the Contracting Officer, for consideration by the DoD Chief Information Officer (CIO), a written explanation of—

(A) Why a particular security requirement is not applicable; or

(B) How an alternative but equally effective, security measure is used to compensate for the inability to satisfy a particular requirement and achieve equivalent protection.

http://farsite.hill.af.mil/vmfara.htm http://dx.doi.org/10.6028/NIST.SP.800-171

(ii) An authorized representative of the DoD CIO will adjudicate offeror requests to vary from NIST SP 800-171 requirements in writing prior to contract award. Any accepted variance from NIST SP 800-171 shall be incorporated into the resulting contract.

Section 00 20 00 - Instructions for Procurement

SCOPE OF WORK

SCOPE OF WORK:

Specification for Asphalt Maintenance and Repaving, Green River Lake, Kentucky

GENERAL: The Contractor shall furnish all labor, materials, tools and equipment necessary to perform resurfacing of existing paved area, and patching some previously paved areas before resurfacing as necessary to provide uniform resurfacing work at Green River Lake, Kentucky in accordance with these specifications and requirements. The Contractor’s work and responsibility shall include all planning, measurements and estimates of quantities, administration, supervision, communications and inspection necessary to assure that all work are conducted in accordance with the contract requirements and all applicable Federal, state, and local laws and regulations.

Prevailing Construction wage rates will be required and should be considered with your quote.

Pre-Quote Conference and Tour. A pre-quote conference/tour will be conducted. Prospective offerors will visit the project site prior to submitting a quote as the contractor can review the complexities of the work sites, verify existing conditions and the approximate measurements.

1. This contract is composed of one base line item and four option line items. Work is described as follows: The contractor shall resurface and widen existing paved areas, which includes patching previously paved areas that are damaged or severely distressed before resurfacing, in accordance with the attached specifications and requirements.

The asphalt mixture, construction, and placement are to meet the requirements of the Kentucky Department of Highways Standard Specification, Division 400. Unless otherwise specified all work in this contract shall follow current Kentucky Department of Highways guidelines:

http://transportation.ky.gov/construction/spec/2008/2008%20Standard%20Specifications.pdf

2. Resurfacing/Widening

a. Pave over and widen existing pavement with 1.5 inches of compacted asphalt pavement surface course.

Prior to paving contractor will remove soil, vegetation, loose stone, and other debris from areas to be re-paved with a power broom or similar equipment to expose a clean surface. The contractor will apply asphalt tack coat to all pavement to be repaved. Placing of the asphalt surface course shall follow and be laid in a single course to a compacted thickness of 1.5 inches. The asphalt shall be spread and struck off with a paver. Any irregularities in the surface of the pavement course shall be corrected directly behind the paver. Excess material forming high spots shall be removed with a shovel or a lute. Indented areas shall be filled with hot mix and smoothed with a lute or the edge of a shovel being pulled over the surface. Broadcasting of the material shall not be permitted. Any lumps that do not break down readily shall be removed.

b. Where patching/repair of asphalt is required, the Contractor shall excavate existing distressed asphalt through the top and base coats, as necessary. Contractor shall follow standard industry practices and standards as to depth of excavation required. Afterwards, specifications for new asphalt paving general design and new asphalt construction procedures shall be followed, as shown herein, for installation of new pavement in these areas.

c. The Contractor shall furnish, if requested, representative samples of materials to be used in the work, including the mixture of asphalt. The samples may be retained and tested by the Government at no cost to the Contractor. The contractor shall provide certification that material is in accordance with the Kentucky Department of Highways Standard Specification for Road and Bridge Construction (Latest Edition). Sampling and testing shall be in accordance with the latest rev. of the American Association of State Highway and Transportation Officials or the ASTM standard procedures for sampling and testing the materials being used on the project. No recycled asphalt pavement will be allowed in the asphalt surface.

http://transportation.ky.gov/construction/spec/2008/2008%20Standard%20Specifications.pdf

d. Thoroughly and uniformly compact the surface by making a minimum of three passes with rollers.

Rollers shall be in good condition and shall be operated at slow speeds to avoid displacement of the asphalt mixture. The number, type, and weight of rollers shall be sufficient to compact the mixture to the required density while it is still in a workable condition. Perform initial compaction while the mixture is above 250º F and as soon as the hot mix material can be compacted without displacement.

Rolling shall continue until thoroughly compacted and all roller marks have disappeared. In areas too small for the roller, a vibrating plate compacter or hand tamper shall be used to achieve thorough compaction. At the contact end of paving with existing pavement, new pavement will be tapered by milling underlying pavement to match existing pavement or concrete with a minimum 3 foot transition zone and removal of a minimum of 2 inches depth of existing pavement with a replacement of an appropriate amount of compacted asphalt pavement surface course to match new and existing pavement.

3. New Asphalt Paving General Design

a. New asphalt pavement shall consist of a 1.5 inch thick surface course and a 3.5 inch base course, all constructed on prepared subgrade.

b. Paved areas shall be so constructed that water will quickly drain from the surface and be conducted away from the area through approved systems. Transverse and/or longitudinal slopes of not less than 5/8 inch in 10 feet shall be provided.

c. Successive layers of the pavement shall be offset from the edge of the underlying layer a distance equal to the course thickness of the lower layer.

4. New Asphalt Construction Procedures

a. Grades shall be established by the contractor and the grade stakes shall be set to the desired section by the contractor. In establishing the grades due allowances shall be made for existing improvements, proper drainage, and good appearance. Corps project personnel shall approve grades established.

b. Pay careful consideration to seasonal and weather limitations per industry standards. All debris, vegetation, or other perishable materials shall be removed from the job site. The site to be paved shall be graded to the required section and all excess material placed as directed by on-site Corps personnel.

All soft and yielding material and other portions of sub-grade which will not compact readily when rolled or tamped shall be removed and replaced with suitable material, placed and compacted. The sub-grade shall be thoroughly compacted with suitable equipment so as to have uniform density at moisture contents of not less than standard optimum (AASHO-T98). The entire surface of the sub-grade after compaction shall be hard, uniform, smooth, and true to grade and cross section.

c. On the prepared sub-grade the asphalt base shall be laid in a single course to a compacted thickness of

3 inches. Placing of the asphalt surface course shall follow and be laid in a single course to a compacted thickness of 1.5 inches. The asphalt shall be spread and struck off with a paver. Any irregularities in the surface of the pavement course shall be corrected directly behind the paver. Excess material forming high spots shall be removed with a shovel or a lute. Indented areas shall be filled with hot mix and smoothed with a lute or the edge of a shovel being pulled over the surface. Casting of mix over such areas shall not be permitted. If it is impractical to use a paver or spread box in areas of 1000 sq.yd. or less asphalt base and surface courses may be spread and finished by hand. Wood or steel forms, rigidly supported to assure correct grade and cross section, may be used. Placing by hand shall be performed carefully to avoid segregation of the mix. Broadcasting of the material shall not be permitted. Any lumps that do not break down readily shall be removed. Rolling shall start as soon as the hot mix material can be compacted without displacement. Rolling shall continue until thoroughly compacted and all roller marks have disappeared. In areas too small for the roller, a vibrating plate compacter or hand tamper shall be used to achieve thorough compaction. The surface of the completed work, when tested with a ten foot straightedge, shall not contain irregularities in excess of ¼ inch.

d. A tack coat shall be applied on each layer.

e. Priming material for the sub-grade shall be of good quality according to industry standards.

f. Longitudinal joint spacing shall not exceed 12.5 feet.

g. Transverse joint spacing shall be at regular intervals of 20 feet.

h. All transverse construction joints shall have a depth equal to ¼ of the pavement thickness

5. Shoulder – Material (DGA crushed limestone gravel) shall be added to road shoulders in the repaved/newly paved areas to ensure no steep drop-offs are present following construction. The soil beneath the shoulders should be compacted to 95% standard proctor. The crushed limestone sub-base and sub-grade shall be thoroughly compacted to not less than 95% with suitable equipment so as to have uniform density at moisture contents of not less than standard optimum (AASHTO-T99 or T180). The entire surface of the subgrade/sub-base after compaction shall be hard, uniform, smooth, and true to grade and cross section. DGA shoulders should be sloped to drain away from roadway in the range of 4% to 8%.

6. Construction Debris – The contractor will properly dispose of all material removed from Corps property to a site licensed to receive/recycle construction debris and in accordance with Federal, State and Local Regulations.

7. Closure of Roads and Parking Lots - Contractor shall provide sufficient traffic cones, and/or signage, barriers or other means to reasonably control or prevent traffic over the work areas during cleaning, application of sealant, drying and curing of sealant, and repainting parking spaces and other road markings. Road closures will be coordinated with Corps project personnel. Complete road closures will be minimized as much as possible, and scheduled to allow for traffic on weekends when conceivable.

8. Restriping and Marking – Existing striping, handicap symbols, directional arrows and other road or parking lot paint marks will be re-established by the Contractor. In areas were handicap parking was not previously established, the Contractor shall ensure that adequate spaces are marked to meet current ADA guidelines. All paint shall be supplied by the Contractor and shall be acrylic latex paint. Handicap symbols require both blue paint (that closely matches existing paint markings and is approved by the POC for this contract) and traffic white paint. Directional arrows require white traffic paint. Paint shall be of a type made for asphalt painting.

INVENTORY OF SITES AT HOLMES BEND FOR WORK:

Toll House and “Design Lane” (BASE OPTION) – Repave over existing “Design lane” of approximately 1,214 feet in length and the width of new paved “Design lane” shall be approximately 20 feet. The “Design lane” extends from the campground Toll House concrete slab, through the campground ending after the entrance to the Water/Electric Loop camping area where it shall be milled with a milling machine to match existing pavement without unusual dip in “Design lane”. This area shall be shouldered 18 inches wide. The area around Toll House will need extra paving due to the width and design of entry and exit points. This area shall be milled with a milling machine to match existing pavement without unusual dip in “Design lane”. Additional new paving will be needed past the Toll House entrance along the roadway to widen the area to 30’X140’adjacent to the dumpster. Contractor will install a safety edge for the newly repaved “Design lane”, approximately 1,214 feet in length. Additionally to the “Design lane” there is a parking area at building #10 shower house that will measures 22’X 62’ with 5 parking spaces and 1 ADA compliance space. This area will be widened by 2 feet. The concrete bumper blocks will be removed to add the extension and then be reset after extension. Re-striping and marking parking spaces, handicap symbols, directional arrows and other road or parking lot paint marks will be re-established by the Contractor. (All measurements are estimates)

B-Loop (OPTION 1) – Repave existing “Design lane” (B-Loop) of approximately 957 feet in length with the width of the repaving at 20 feet. Starting past the entrance to the Water/Electric Loop and extend to the end of the cul-de-sac at site #102. This area shall be shouldered 18 inches wide. The entire cul-de-sac shall be resurfaced. The diameter of the cul-de-sac measures 70 feet. Additionally to the “Design lane” (B-Loop) there is a parking area at building #12 shower house that will measures 18’X 65’ with 5 parking spaces and 1 ADA compliant space. The concrete bumper blocks will be removed before repaving and then be reset after. Re-striping and marking parking spaces, handicap symbols, directional arrows and other road or parking lot paint marks will be re-established by the Contractor. (All measurements are estimates)

Site #85 through #98 Loop (OPTION 2) – Repave existing loop of approximately 516 feet with the width of the repaving at 10 feet. The entrance to sites #85--#98 will be repaved to approximately 38 feet wide and taper to 10 feet wide within a 24 foot span. This area shall be shouldered 18 inches wide. The exit of sites #85--#98 will be repaved to approximately 35 feet wide and taper to 10 feet wide within a 20 foot span. Re-striping and marking parking spaces, handicap symbols, directional arrows and other road or parking lot paint marks will be re-established by the Contractor. (All measurements are estimates).

Site #111 through #125 Loop (OPTION 3) – Repave existing loop of approximately 885 feet with the width of the repaving at 10 foot. The Site #111--#125 loop extends from the “Design Lane” (B-Loop) at site #111 ending before the entrance of the storage yard gravel lane where it shall be milled with a milling machine to match existing pavement without unusual dip in the existing road. This area shall be shouldered 18 inches wide. The entrance to sites #111--#125 will be repaved to approximately 54 feet wide and taper to 10 feet wide within a 30 foot span. Re-striping and marking parking spaces, handicap symbols, directional arrows and other road or parking lot paint marks will be re-established by the Contractor. (All measurements are estimates

Exit/Storage Yard Lane to Design Lane (OPTION 4) – Repave existing lane of approximately 360 feet with the width of the repaving at 10 foot. The exit to the Exit/Storage yard lane to Design Lane will be repaved to approximately 42 feet wide and taper to 10 feet wide within an 18 foot span and extend approximately 259 feet.

This area shall be shouldered 18 inches wide. This lane will then be widened to 14 feet for 100 feet ending past the entrance to the storage yard gravel lane where it shall be milled with a milling machine to match existing pavement without unusual dip in the existing road. Re-striping and marking parking spaces, handicap symbols, directional arrows and other road or parking lot paint marks will be re-established by the Contractor. (All measurements are estimates)

Special Requirements:

1. Site Visit: A single site visit will be held on 24 April, 2018 at the Green River Lake Visitor Center, 544 Lake Road, Campbellsville, Kentucky. The site visit will begin promptly 9:00 am Eastern Daylight Time (EDT).

2. Pre-Work Conference: The contractor will be required to attend a pre-work conference prior to beginning work during which the Contractor’s plan of work, safety procedures, startup date, and other items in this contract will be discussed.

3. Damages: The contractor shall be responsible for all damages to government or private property resulting from negligent operations during the course of this contract. The contractor shall have appropriate insurance to cover liability and damages.

4. Hours of work: Construction work may be conducted between the hours of 7:30 a.m. and 5:00 p.m. EDT, Monday through Friday. No work shall be performed on Saturday or Sunday or on federally observed holidays, i.e., Memorial Day, 4th of July, and Labor Day unless approved by the Corps Park Manager.

5. Safety: All work will be conducted in a safe manner and in accordance with all applicable Federal, State and local regulations. All contractor personnel are required to wear a hard hat, steel toe safety shoes, long pants, and a shirt while on the job site. A pre-work meeting will be held to discuss safety procedures, and a plan of work.

6. Wage Rates: Department of Labor wage rates apply to this work and are included. The contractor is required to provide payroll documents for all work performed under this contract.

7. Security:

a. 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.

b. The contractor and all associated sub-contractors shall receive a brief/training 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 Contracting Officer NLT 5 calendar days after the completion of the training.

c. 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 Contracting Officer no later than 3 business days after the initial contract award.

8. Completion Date: This contract has a completion date of 90 calendar days from date of NTP. All contract work shall be completed and approved by this date.

Map Date: 05/15/2017

Holmes Bend Campground Paving Base Option- Tollhouse and Design Lane Option 1- B-Loop Option 3- Sites 111-125 Loop

Option 4- Exit/Storage yard Lane to Design laneOption 2- Sites 85-98 Loop

Section 00 21 00 - Instructions

52.217-5 EVALUATION OF OPTIONS (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

Section 00 45 00 - Representations and Certifications

REPS & CERTS

REPRESENTATIONS & CERTIFICATIONS

COMPANY NAME AND ADDRESS: _______________________________________

PHONE NUMBER ________________ FAX NUMBER ________________

EMAIL ADDRESS ______________________________________________________

BUSINESS SIZE (select one) Large Business _____ Small Business_____ HUBZone Business_____ 8A _____ Woman-Owned ____ Service-Disabled Veteran-Owned ____

Contractor is registered with SAM: _____ YES _____ NO (See FAR 52.204-7)

TAX ID # ______________________

INDICATE CAGE NO. ______________________

UNIQUE ENTITY IDENTIFIER (Formerly DUNS) _________________________

52.203-19 Prohibition on Requiring Certain Internal Confidentiality

Agreements or Statements

JAN 2017

52.219-28 Post-Award Small Business Program Rerepresentation JUL 2013

52.212-3 OFFEROR REPRESENTATIONS AND CERTIFICATIONS--COMMERCIAL ITEMS (NOV 2017)

ALTERNATE I (OCT 2014)

The offeror shall complete only paragraphs (b) of this provision if the Offeror has completed the annual representations and certification electronically via the System for Award Management (SAM) Web site located at https://www.sam.gov/portal . If the Offeror has not completed the annual representations and certifications electronically, the Offeror shall complete only paragraphs (c) through (u) of this provision.

(a) Definitions. As used in this provision--

“Economically disadvantaged women-owned small business (EDWOSB) concern” means a small business concern that is at least 51 percent directly and unconditionally owned by, and the management and daily business operations of which are controlled by, one or more women who are citizens of the United States and who are economically disadvantaged in accordance with 13 CFR part 127. It automatically qualifies as a women-owned small business eligible under the WOSB Program.

“Forced or indentured child labor” means all work or service—

(1) Exacted from any person under the age of 18 under the menace of any penalty for its nonperformance and for which the worker does not offer himself voluntarily; or

(2) Performed by any person under the age of 18 pursuant to a contract the enforcement of which can be accomplished by process or penalties.

“Highest-level owner” means the entity that owns or controls an immediate owner of the offeror, or that owns or controls one or more entities that control an immediate owner of the offeror. No entity owns or exercises control of the highest level owner.

“Immediate owner” means an entity, other than the offeror, that has direct control of the offeror. Indicators of control include, but are not limited to, one or more of the following: Ownership or interlocking management, identity of interests among family members, shared facilities and equipment, and the common use of employees.

“Inverted domestic corporation,” means a foreign incorporated entity that meets the definition of an inverted domestic corporation under 6 U.S.C. 395(b), applied in accordance with the rules and definitions of 6 U.S.C. 395(c).

“Manufactured end product” means any end product in product and service codes (PSCs) 1000-9999, except—

(1) PSC 5510, Lumber and Related Basic Wood Materials;

(2) Product or Service Group (PSG) 87, Agricultural Supplies;

https://www.sam.gov/portal

(3) PSG 88, Live Animals;

(4) PSG 89, Subsistence;

(5) PSC 9410, Crude Grades of Plant Materials;

(6) PSC 9430, Miscellaneous Crude Animal Products, Inedible;

(7) PSC 9440, Miscellaneous Crude Agricultural and Forestry Products;

(8) PSC 9610, Ores;

(9) PSC 9620, Minerals, Natural and Synthetic; and

(10) PSC 9630, Additive Metal Materials.

“Place of manufacture” means the place where an end product is assembled out of components, or otherwise made or processed from raw materials into the finished product that is to be provided to the Government. If a product is disassembled and reassembled, the place of reassembly is not the place of manufacture.

“Restricted business operations” means business operations in Sudan that include power production activities, mineral extraction activities, oil-related activities, or the production of military equipment, as those terms are defined in the Sudan Accountability and Divestment Act of 2007 (Pub. L. 110-174). Restricted business operations do not include business operations that the person (as that term is defined in Section 2 of the Sudan Accountability and Divestment Act of 2007) conducting the business can demonstrate—

(1) Are conducted under contract directly and exclusively with the regional government of southern Sudan;

(2) Are conducted pursuant to specific authorization from the Office of Foreign Assets Control in the Department of the Treasury, or are expressly exempted under Federal law from the requirement to be conducted under such authorization;

(3) Consist of providing goods or services to marginalized populations of Sudan;

(4) Consist of providing goods or services to an internationally recognized peacekeeping force or humanitarian organization;

(5) Consist of providing goods or services that are used only to promote health or education; or

(6) Have been voluntarily suspended.

“Sensitive technology”—

(1) Means hardware, software, telecommunications equipment, or any other technology that is to be used specifically—

(i) To restrict the free flow of unbiased information in Iran; or

(ii) To disrupt, monitor, or otherwise restrict speech of the people of Iran; and

(2) Does not include information or informational materials the export of which the President does not have the authority to regulate or prohibit pursuant to section 203(b)(3) of the International Emergency Economic Powers Act (50 U.S.C. 1702(b)(3)).

“Service-disabled veteran-owned small business concern”—

(1) Means a small business concern—

(i) Not less than 51 percent of which is owned by one or more service-disabled veterans or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more service-disabled veterans; and

(ii) The management and daily business operations of which are controlled by one or more service-disabled veterans or, in the case of a service-disabled veteran with permanent and severe disability, the spouse or permanent caregiver of such veteran.

(2) Service-disabled veteran means a veteran, as defined in 38 U.S.C. 101(2), with a disability that is service-connected, as defined in 38 U.S.C. 101(16).

“Small business concern” means a concern, including its affiliates, that is independently owned and operated, not dominant in the field of operation in which it is bidding on Government contracts, and qualified as a small business under the criteria in 13 CFR Part 121 and size standards in this solicitation.

“Small disadvantaged business concern, consistent with 13 CFR 124.1002,” means a small business concern under the size standard applicable to the acquisition, that--

(1) Is at least 51 percent unconditionally and directly owned (as defined at 13 CFR 124.105) by--

(i) One or more socially disadvantaged (as defined at 13 CFR 124.103) and economically disadvantaged (as defined at 13 CFR 124.104) individuals who are citizens of the United States; and

(ii) Each individual claiming economic disadvantage has a net worth not exceeding $750,000 after taking into account the applicable exclusions set forth at 13 CFR 124.104(c)(2); and

(2) The management and daily business operations of which are controlled (as defined at 13.CFR 124.106) by individuals, who meet the criteria in paragraphs (1)(i) and (ii) of this definition.

“Subsidiary” means an entity in which more than 50 percent of the entity is owned—

(1) Directly by a parent corporation; or

(2) Through another subsidiary of a parent corporation.

“Veteran-owned small business concern” means a small business concern—

(1) Not less than 51 percent of which is owned by one or more veterans(as defined at 38 U.S.C. 101(2)) or, in the case of any publicly owned business, not less than 51 percent of the stock of which is owned by one or more veterans; and

(2) The management and daily business operations of which are controlled by one or more veterans.

“Women-owned business concern” means a concern which is at least 51 percent owned by one or more women; or in…