W912QR20Q0402 18Aug2020.pdf

W22W9K01908689

Asphalt Maintenance and Repaving, Green River Lake, Kentucky.

The estimated construction cost is betw een $100,000.00 and $250,000.00.

One firm-fixed price construction contract w ill be aw arded based on the low est quote.

NAICS code: 237310 Highw ay, Street, and Bridge Construction, size standard $39.5 Million.

This is 100% set-aside for Small Businesses.

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 FAR 52.204-7, FAR 52.232-33, and any other CCR/ORCA requirements in this solicitation through SAM.PLEASE NOTE: SAM is completely free of charge to registrants and users.

GARY D DURHAM 502-315-7407

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

18-Aug-2020

(RFP)

(IFB)

CALL:

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 _______10 calendar days and complete it w ithin ________60 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________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 __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________02 Sep 2020 (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.

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

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

W912QR20Q0402 49

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

W912QR20Q0402

Section 00 10 00 - Solicitation

SPECIAL INSTRUCTIONS

Special Instructions

The Contractor will 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 the . The Contractor’s work and responsibility will 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. Work will begin within 10 calendar days of the Notice to Proceed (NTP) and will conclude 60 calendar days after the NTP.

LOCATION:

U.S. Army Corps of Engineers Green River Lake 544 Lake Road Campbellsville, KY 42718 270-465-4463

This procurement is 100% set-aside for Small Business, NAICS 237310 Highway, Street, and Bridge Construction ($39.5 Million).

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

Note: The contract award will be based on Lowest Price to the Government. One award will be made from this Solicitation.

Note: In addition to the completed price breakout schedule/price Proposal, the Offeror must complete their Representation and Certifications located in the solicitation.

Proposals are due on 02 September 2020 at 10:00AM Eastern Time. Please submit Proposals to gary.d.durham@usace.army.mil. Faxed, telephoned, or mailed submittals will not be honored.

For contractual questions, please contact Gary Durham at (502) 315-7407 or by e-mail at Gary.d.durham@usace.army.mil.

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 DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov.

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.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

mailto:gary.d.durham@usace.army.mil

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) with 30 days of activation or the vendor risks no longer being active in SAM.

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

Line Item Number

Description Quant. Unit Amount

BASE PROPOSAL

0001 Re-Pave/Repair Asphalt on Lake Road from

Circle Parking Area on the Dam to Highway 55 In Accordance with the Scope of Work dated 13 July 2020.

1 Job $

TOTAL BASE PROPOSAL $

OPTIONS

0002 Shoulder Lake Road from Circle Parking Area on the Dam to Intersection Highway 55 In Accordance with Scope of Work dated 13 July 2020.

1 Job $

TOTAL OPTIONS $

TOTAL BASE AND ALL OPTIONS $

SCOPE OF WORK

Asphalt Maintenance and Repaving

Green River Lake 544 Lake Road

Campbellsville, KY 42718 13 July 2020

GENERAL: The Contractor will 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 will 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.

Prior to the commencement of work, a pre-construction meeting will be held with a Corps of Engineers representative and the contractor.

This contract is composed of one BASE ITEM and one OPTION ITEM. Work is described as follows:

BASE ITEM: Re-Pave/Repair Asphalt on Lake Road from Circle Parking Area on the Dam to Highway 55.

1. The contractor will repair and re-surface approximately 20’ wide x 7,200’ of asphalt, starting at the north end of the Dam before circle parking/turn around (including parking/turn around area) to the intersection of Lake Road and Highway 55.

2. The contractor will stripe the parking lot to match its original layout

3. The contractor will dispose of removed material off Corps of Engineer property in accordance with appropriate state and federal requirements.

4. The contractor will mill butt joints to tie into and be same height as existing pavement without unusual dip.

All joints between existing asphalt and new asphalt will be a smooth transition. In addition, mill out any deteriorated surfaces, breaks, joints, transversal cracks that may impact the overall structural integrity of the pavement overlay based on industrial standards.

5. The contractor will approximate install a 5’ X 15’ asphalt apron at location below: unless otherwise noted

a. Approximately 15’ Apron installed at left side of road at control tower gate between the gate posts.

Note: All work will be done in accordance with specifications listed below.

OPTION ITEM 0002: Shoulder Lake Road from Circle Parking Area on the Dam to Intersection Highway 55

1. The contractor will remove 6”depth X 18” width of material from newly paved roadway shoulder.

2. The contractor will dispose of removed material off Corps of Engineer property in accordance with appropriate state and federal requirements.

3. The contractor will install a 6” X 18” compacted aggregate shoulder to both sides of the roadway according to specifications below.

Note: All work will be done in accordance with specifications listed below.

Technical Specifications.

1. General A. The contractor will perform asphalt resurfacing, 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 Asphalt Pavement 2019.

All work in this contract will follow current Kentucky Department of Highways guidelines:

https://transportation.ky.gov/Construction/Standard%20amd%20Supplemental%20Specifications/Com plete%20KYTC%20Standard%20Specifications%20-%202019.pdf

2. Resurfacing/Patching/Repairing Existing Distressed Asphalt

A. Pave over 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. All cutback material will be removed from the site. The contractor will apply asphalt tack coat to all pavement to be repaved.

Placing of the asphalt surface course will follow and be laid in a single course to a compacted thickness of 1.5 inches. The asphalt will be spread and struck off with a paver. Any irregularities in the surface of the pavement course will be corrected directly behind the paver. Excess material forming high spots will be removed with a shovel or a lute. Indented areas will 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 will not be permitted. Any lumps that do not break down readily will be removed.

B. Where patching/repair of asphalt is required, the Contractor will excavate existing distressed asphalt through the top and base coats, as necessary. Contractor will 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 will be followed, as shown herein, for installation of new pavement in these areas.

C. The Contractor will 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 will 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 will 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.

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

Rollers will be in good condition and will be operated at slow speeds to avoid displacement of the asphalt mixture. The number, type, and weight of rollers will 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 will continue until thoroughly compacted and all roller marks have disappeared. In areas too small for the roller, a vibrating plate compacter or hand tamper will 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 will consist of a 1.5 inch thick surface course and a 3.5 inch base course, all constructed on prepared subgrade.

B. Paved areas will 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 will be provided.

https://transportation.ky.gov/Construction/Standard%20amd%20Supplemental%20Specifications/Complete%20KYTC%20Standard%20Specifications%20-%202019.pdf https://transportation.ky.gov/Construction/Standard%20amd%20Supplemental%20Specifications/Complete%20KYTC%20Standard%20Specifications%20-%202019.pdf

C. Successive layers of the pavement will 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 will be established by the contractor and the grade stakes will be set to the desired section by the contractor. In establishing the grades due allowances will be made for existing improvements, proper drainage, and good appearance. Corps project personnel will approve grades established.

B. Pay careful consideration to seasonal and weather limitations per industry standards. All debris, vegetation, or other perishable materials will be removed from the job site. The site to be paved will 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 will be removed and replaced with suitable material, placed and compacted. The sub-grade will be thoroughly compacted with suitable equipment so as to have uniform density at moisture contents of not less than standard optimum (AASHTO-T98) The entire surface of the sub-grade after compaction will be hard, uniform, smooth, and true to grade and cross section.

C. On the prepared sub-grade the asphalt base will be laid in a single course to a compacted thickness of 3 inches. Placing of the asphalt surface course will follow and be laid in a single course to a compacted thickness of 1.5 inches. The asphalt will be spread and struck off with a paver. Any irregularities in the surface of the pavement course will be corrected directly behind the paver.

Excess material forming high spots will be removed with a shovel or a lute. Indented areas will 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 will 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 will be performed carefully to avoid segregation of the mix. Broadcasting of the material will not be permitted. Any lumps that do not break down readily will be removed.

Rolling will start as soon as the hot mix material can be compacted without displacement. Rolling will continue until thoroughly compacted and all roller marks have disappeared. In areas too small for the roller, a vibrating plate compacter or hand tamper will be used to achieve thorough compaction. The surface of the completed work, when tested with a ten foot straightedge, will not contain irregularities in excess of ¼ inch.

D. A tack coat will be applied on each layer.

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

F. Longitudinal joint spacing will not exceed 12.5 feet.

G. Transverse joint spacing will be at regular intervals of 20 feet.

H. All transverse construction joints will have a depth equal to ¼ of the pavement thickness

3. Shoulder

A. The contractor will assume for estimating purposes that the shoulder is 6” deep X 18” wide for all roadway surfaces and sloped as an extension to the existing roadway.

B. Material (DGA crushed limestone gravel) will be added to road shoulders in the repaved/newly paved areas to ensure no steep drop-offs are present following construction.

C. The soil beneath the shoulders should be compacted to 95% standard proctor.

D. The crushed limestone sub-base and sub-grade will 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).

E. The entire surface of the subgrade/sub-base after compaction will be hard, uniform, smooth, and true to grade and cross section.

F. DGA shoulders should be sloped to drain away from roadway in the range of 4% to 8%.

4. Construction Debris

A. 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.

5. Maintenance and Control of Traffic during Construction

A. Maintain the portion of the project used by public traffic, and adequately accommodate through and local traffic. Furnish, erect, and maintain all traffic control devices, including signs, signals, channelization devices, temporary pavement markings, pilot cars and other items necessary to maintain traffic according to the Manual on Uniform Traffic Control Devices (MUTCD) throughout the duration of the project.

B. All flaggers will be trained in current MUTCD flagging procedures. Proof of training must be available for review at the Government’s request. Flagging credential must be current within the last 5 years.

C. Make provisions for the timely passage of an emergency vehicle through the work zone. When maintaining traffic over a section of highway or a bridge, provide facilities for the safe movement of traffic at all times. Notify the Technical Point of Contact (TPOC) before erecting traffic control devices, changing the location of devices in place, or beginning a traffic operation of any kind, except in case of an emergency. Notify the TPOC in writing a minimum of one week in advance, when it is necessary to do work such as detour signing outside the limits of the project.

D. Place all traffic control devices starting and proceeding in the direction of the flow of traffic. Remove traffic control devices starting and proceeding in the direction opposite to the flow of traffic.

E. Take responsibility for all damage caused by the failure of any traffic control device or person protecting it. Whenever evidence of damage is found before the job is called complete, the TPOC may order immediate removal and replacement of the damaged portion of the work.

F. Remove all traffic control devices when they are not needed for the project. Take ownership of the devices, unless the contract specifies otherwise.

Special Requirements:

1. 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.

2. 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.

3. Hours of work: Construction work may be conducted between the hours of 7:00 a.m. and 4:30 p.m. ET, Monday through Friday. No work shall be performed on Saturday or Sunday or on federally observed holidays. Federal holidays can be reviewed at: https://www.opm.gov/policy-data-oversight/snow-dismissal-procedures/federal-holidays/#url=2019.

4. Safety: All work will be conducted in a safe manner. 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. The Work must be performed in compliance with EM385-1-1 Safety and Health Requirements Manual, Corps of Engineers (current edition).

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

The contractor shall supply the TPOC with an Accident Prevention Plan (APP), Scaffolding Plan, Control of Hazardous Energy Plan (LO/TO), and an Activity Hazard Analysis (AHA) prior to site work IAW EM385-1-1.

5. Compliance and Certifications: The contractor is responsible for obtaining any permits, conducting any tests or inspections, and paying any associated fees necessary to fabricate parts and perform modifications specified herein.

6. Accident Reporting: The contractor shall maintain accurate accident records and report accidents as prescribed by the TPOC. Accidents shall be reported within 24 hours of occurrence, and all serious accidents (those resulting in death or injury requiring medical attention or lost time) shall be reported immediately to the Lake Manager Lori Brewster.

7. Contract Employees: All contract employees shall conduct themselves in a proper and courteous manner at all times. Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of the work under this contract. Being under the influence of or consuming alcoholic beverages or controlled substances by the Contractor or employees while on duty is prohibited.

8. Warranty of Construction: The contractor warrants that work performed under this contract is free of defects in installed equipment, materials and workmanship for work performed by the contractor or supplier for a period of 1 year from the date the Government takes possession.

9. 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.

10. Mobilization The contractor will be responsible for all costs involved in mobilization and demobilization to and from the address listed below and shall be part of the contract price.

John Houk

Green River Lake 544 Lake Road Campbellsville, KY 42718 https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

11. Payroll: All Payroll information needs to be submitted to:

John Houk Green River Lake 544 Lake Road Campbellsville, KY 42718

12. 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 (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 TPOC 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 TPOC no later than 3 business days after the initial contract award.

Payment:

Payment will be made by Electronic Funds Transfer (EFT), upon acceptance of the completed work and providing final invoice. The contractor is required to provide a Dun & Bradstreet number (DUNS), and must be registered with SAM. The DUNS number and a Federal Tax I.D must be entered on the quote sheet. Failure to provide all information requested on the quote sheet and to complete SAM registration may be grounds for considering the quote unresponsive.

Period of Performance:

This contract has a completion date of 60 calendar days from notice to proceed. All contract work shall be completed and approved by this date.

Site Map

Mill Area at Circle parking Lot

Mill Area at Circle Parking Lot

Apron area at Control Tower between gate posts

Mill Area at Visitors Center Gate

Mill Area exiting Visitors Center at Stop Sign

Mill Area Entrance to Maintenance Compound

Mill Area Entrance to Big Oak Day Use

Mill Area going into Site 1 Boat Ramp

Mill Area going into Big Beech Day Use Area

Mill Area private Drive

Mill Area Junction Hwy 55 and Lake Road

The Proposed Paving Area

Section 00 21 00 - Instructions

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018 52.204-16 Commercial and Government Entity Code Reporting AUG 2020 52.204-22 Alternative Line Item Proposal JAN 2017 52.217-4 Evaluation Of Options Exercised At The Time Of Contract

Award

JUN 1988

252.203-7005 Representation Relating to Compensation of Former DoD Officials

NOV 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)

52.225-10 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.

52.252-1 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):

www.acquisition.gov https://www.acq.osd.mil/dpap/dars/dfarspgi/curent/index.html

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.

(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.

http://dx.doi.org/10.6028/NIST.SP.800-171

Section 00 45 00 - Representations and Certifications

REPS AND 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 Unique Entity Identifier (previously DUNS NUMBER) ___________________ (Note: See FAR 52.204-7. Unique Entity Identifier is a 9 digit numeric code.)

CAGE NO. _________

(FAR 52.204-7)

52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (MAR 2020)

(a)(1) The North American Industry Classification System (NAICS) code for this acquisition is 237310.

(2) The small business size standard is $39,500,000.

(3) The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

(b)(1) If the provision at 52.204-7, System for Award Management, is included in this solicitation, paragraph (d) of this provision applies.

(2) If the provision at 52.204-7, System for Award Management, is not included in this solicitation, and the Offeror has an active registration in the System for Award Management (SAM), the Offeror may choose to use paragraph (d) of this provision instead of completing the corresponding individual representations and certifications in the solicitation. The Offeror shall indicate which option applies by checking one of the following boxes:

( ) Paragraph (d) applies.

( ) Paragraph (d) does not apply and the offeror has completed the individual representations and certifications in the solicitation.

(c) (1) The following representations or certifications in SAM are applicable to this solicitation as indicated:

(i) 52.203-2, Certificate of Independent Price Determination. This provision applies to solicitations when a firm-fixed-price contract or fixed-price contract with economic price adjustment is contemplated, unless—

(A) The acquisition is to be made under the simplified acquisition procedures in Part 13;

(B) The solicitation is a request for technical proposals under two-step sealed bidding procedures; or

(C) The solicitation is for utility services for which rates are set by law or regulation.

(ii) 52.203-11, Certification and Disclosure Regarding Payments to Influence Certain Federal Transactions. This provision applies to solicitations expected to exceed $150,000.

(iii) 52.203-18, Prohibition on Contracting with Entities that Require Certain Internal Confidentiality Agreements or Statements--Representation. This provision applies to all solicitations.

(iv) 52.204-3, Taxpayer Identification. This provision applies to solicitations that do not include the provision at 52.204-7, System for Award Management.

(v) 52.204-5, Women-Owned Business (Other Than Small Business). This provision applies to solicitations that—

(A) Are not set aside for small business concerns;

(B) Exceed the simplified acquisition threshold; and

(C) Are for contracts that will be performed in the United States or its outlying areas.

(vi) 52.204-26, Covered Telecommunications Equipment or Services--Representation. This provision applies to all solicitations.

(vii) 52.209-2, Prohibition on Contracting with Inverted Domestic Corporations--Representation.

(viii) 52.209-5, Certification Regarding Responsibility Matters. This provision applies to solicitations where the contract value is expected to exceed the simplified acquisition threshold.

(ix) 52.209-11, Representation by Corporations Regarding Delinquent Tax Liability or a Felony Conviction under any Federal Law. This provision applies to all solicitations.

(x) 52.214-14, Place of Performance--Sealed Bidding. This provision applies to invitations for bids except those in which the place of performance is specified by the Government.

(xi) 52.215-6, Place of Performance. This provision applies to solicitations unless the place of performance is specified by the Government.

(xii) 52.219-1, Small Business Program Representations (Basic, Alternates I, and II). This provision applies to solicitations when the contract will be performed in the United States or its outlying areas.

(A) The basic provision applies when the solicitations are issued by other than DoD, NASA, and the Coast Guard.

(B) The provision with its Alternate I applies to solicitations issued by DoD, NASA, or the Coast Guard.

(C) The provision with its Alternate II applies to solicitations that will result in a multiple-award contract with more than one NAICS code assigned.

(xiii) 52.219-2, Equal Low Bids. This provision applies to solicitations when contracting by sealed bidding and the contract will be performed in the United States or its outlying areas.

(xiv) 52.222-22, Previous Contracts and Compliance Reports. This provision applies to solicitations that include the clause at 52.222-26, Equal Opportunity.

(xv) 52.222-25, Affirmative Action Compliance. This provision applies to solicitations, other than those for construction, when the solicitation includes the clause at 52.222-26, Equal Opportunity.

(xvi) 52.222-38, Compliance with Veterans' Employment Reporting Requirements. This provision applies to solicitations when it is anticipated the contract award will exceed the simplified acquisition threshold and the contract is not for acquisition of commercial items.

(xvii) 52.223-1, Biobased Product Certification. This provision applies to solicitations that require the delivery or specify the use of USDA-designated items; or include the clause at 52.223-2, Affirmative Procurement of Biobased Products Under Service and Construction Contracts.

(xviii) 52.223-4, Recovered Material Certification. This provision applies to solicitations that are for, or specify the use of, EPA- designated items.

(xix) 52.223-22, Public Disclosure of Greenhouse Gas Emissions and Reduction Goals--Representation. This provision applies to solicitations that include the clause at 52.204-7.)

(xx) 52.225-2, Buy American Certificate. This provision applies to solicitations containing the clause at 52.225-1.

(xxi) 52.225-4, Buy American--Free Trade Agreements--Israeli Trade Act Certificate. (Basic, Alternates I, II, and III.) This provision applies to solicitations containing the clause at 52.225- 3.

(A) If the acquisition value is less than $25,000, the basic provision applies.

(B) If the acquisition value is $25,000 or more but is less than $50,000, the provision with its Alternate I applies.

(C) If the acquisition value is $50,000 or more but is less than $83,099, the provision with its Alternate II applies.

(D) If the acquisition value is $83,099 or more but is less than $100,000, the provision with its Alternate III applies.

(xxii) 52.225-6, Trade Agreements Certificate. This provision applies to solicitations containing the clause at 52.225-5.

(xxiii) 52.225-20, Prohibition on Conducting Restricted Business Operations in Sudan--Certification. This provision applies to all solicitations.

(xxiv) 52.225-25, Prohibition on Contracting with Entities Engaging in Certain Activities or Transactions Relating to Iran—Representation and Certification. This provision applies to all solicitations.

(xxv) 52.226-2, Historically Black College or University and Minority Institution Representation. This provision applies to solicitations for research, studies, supplies, or services of the type normally acquired from higher educational institutions.

(2) The following representations or certifications are applicable as indicated by the Contracting Officer:

(i) 52.204-17, Ownership or Control of Offeror.

(ii) 52.204-20, Predecessor of Offeror.

(iii) 52.222-18, Certification Regarding Knowledge of Child Labor for Listed End Products.

(iv) 52.222-48, Exemption from Application of the Service Contract Labor Standards to Contracts for Maintenance, Calibration, or Repair of Certain Equipment--Certification.

(v) 52.222-52 Exemption from Application of the Service Contract Labor Standards to Contracts for Certain Services--Certification.

(vi) 52.223-9, with its Alternate I, Estimate of Percentage of Recovered Material Content for EPA- Designated Products (Alternate I only).

(vii) 52.227-6, Royalty Information.

(A) Basic.

(B) Alternate I.

(viii) 52.227-15, Representation of Limited Rights Data and Restricted Computer Software.

(d) The Offeror has completed the annual representations and certifications electronically in SAM accessed through https://www.sam.gov. After reviewing the SAM information, the Offeror verifies by submission of the offer that the representations and certifications currently posted electronically that apply to this solicitation as indicated in paragraph (c) of this provision have been entered or updated within the last 12 months, are current, accurate, complete, and applicable to this solicitation (including the business size standard applicable to the NAICS code referenced for this solicitation), as of the date of this offer and are incorporated in this offer by reference (see FAR 4.1201); except for the changes identified below [ offeror to insert changes, identifying change by clause number, title, date]. These amended representation(s) and/or certification(s) are also incorporated in this offer and are current, accurate, and complete as of the date of this offer.

FAR Clause Title Date Change

Any changes provided by the offeror are applicable to this solicitation only, and do not result in an update to the representations and certifications posted on SAM.

https://www.sam.gov/

52.204-24 REPRESENTATION REGARDING CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES

OR EQUIPMENT (AUG 2020)

The Offeror shall not complete the representation at paragraph (d)(1) of this provision if the Offeror has represented that it “does not provide covered telecommunications equipment or services as a part of its offered products or services to the Government in the performance of any contract, subcontract, or other contractual instrument” in the provision at 52.204-26, Covered Telecommunications Equipment or Services—Representation, or in paragraph (v) of the provision at 52.212-3, Offeror Representations and Certifications-Commercial Items.

(a) Definitions. As used in this provision-

Backhaul, covered telecommunications equipment or services, critical technology, interconnection arrangements, reasonable inquiry, roaming, and substantial or essential component have the meanings provided in the clause 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

(b) Prohibition. (1) Section 889(a)(1)(A) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L. 115-232) prohibits the head of an executive agency on or after August 13, 2019, from procuring or obtaining, or extending or renewing a contract to procure or obtain, any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. Nothing in the prohibition shall be construed to—

(i) Prohibit the head of an executive agency from procuring with an entity to provide a service that connects to the facilities of a third-party, such as backhaul, roaming, or interconnection arrangements; or

(ii) Cover telecommunications equipment that cannot route or redirect user data traffic or cannot permit visibility into any user data or packets that such equipment transmits or otherwise handles.

(2) Section 889(a)(1)(B) of the John S. McCain National Defense Authorization Act for Fiscal Year 2019 (Pub. L. 115-232) prohibits the head of an executive agency on or after August 13, 2020, from entering into a contract or extending or renewing a contract with an entity that uses any equipment, system, or service that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system. This prohibition applies to the use of covered telecommunications equipment or services, regardless of whether that use is in performance of work under a Federal contract.