W912P417T0026_MMD_Asphalt_Sealcoat.pdf

The Government intends to aw ard one (1) f irm-fixed priced contract as a result of this solicitation.

In order to compete, offerors must be a Small Business as designated by FAR Clause 52.219-6. The NAICS code is 238990, Size Standard is $15M.

The estimated magnitude is betw een $25,000 and$100,000. The Buy American Act is applicable to this acquisition.

A Bid Guarantee shall be submitted in accordance w ith Clause 52.228-1; The guarantee shall be 20 percent of the total or $20,000, w hichever is less.

Offerors must be registered in the SAM Database (w w w .sam.gov) in order to be aw arded contract.

Proposal Offer and a copy of the bid guarantee may be submitted via electronic means to Frank.J.D'Andrea@USACE.Army.mil and dorothy.j.jones@USACE.Army.mil. Hard copies of electronically provided bid guarantee shall be mailed show ing postmark no later than the proposal due date and time.

Questions concerning this solicitation shall be submitted via electronic means to frank.j.dandrea@usace.army.mil and dorothy.j.jones@usace.army.mil.

The applicable Wage Determination number is NY170030. The Wage Determination is attached.

DOROTHY J JONES 716-879-4253

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

24-Aug-2017

(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 X mandatory, negotiable. (See _________________________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 __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________15 Sep 2017 (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 X is, 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 _______60 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, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

03:00 PM (hour)

Sealed envelopes containing offers

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

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

FAX:TEL: 716.879.4173 TEL: FAX:

W912P417T0026 13

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

W912P417T0026

Section 00 10 00 - Solicitation

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 60 days from NTP 1 MOUNT MORRIS DAM

STEVE WINSLOW

6103 VISITOR CENTER RD.

MOUNT MORRIS NY 14510-9506

585-658-4790 FOB: Destination

2YTH5M

0002 (SAME AS PREVIOUS ) 1 (SAME AS PREVIOUS LOCATION)

0003 (SAME AS PREVIOUS) 1 (SAME AS PREVIOUS LOCATION)

0004 (SAME AS PREVIOUS) 1 (SAME AS PREVIOUS LOCATION)

0005 (SAME AS PREVIOUS) 1 (SAME AS PREVIOUS LOCATION)

Section 00 22 13 - Supplementary Instructions to Bidders

CLAUSES INCORPORATED BY FULL TEXT

52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States.

The Contracting Officer will return bid guarantees, other than bid bonds, (1) to unsuccessful bidders as soon as practicable after the opening of bids, and (2) to the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.-

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $20,000, whichever is less.-

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.-

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

(End of provision)

Section 00 70 00 - Conditions of the Contract

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government 0003 Destination Government Destination Government 0004 Destination Government Destination Government 0005 Destination Government Destination Government

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions NOV 2013 52.203-3 Gratuities APR 1984 52.203-5 Covenant Against Contingent Fees MAY 2014 52.203-7 Anti-Kickback Procedures MAY 2014 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or

Improper Activity

MAY 2014

52.203-10 Price Or Fee Adjustment For Illegal Or Improper Activity MAY 2014 52.203-12 Limitation On Payments To Influence Certain Federal

Transactions

OCT 2010

52.203-17 Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights

APR 2014

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards

OCT 2016

52.204-13 System for Award Management Maintenance OCT 2016 52.209-6 Protecting the Government's Interest When Subcontracting

With Contractors Debarred, Suspended, or Proposed for Debarment

OCT 2015

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.211-18 Variation in Estimated Quantity APR 1984 52.217-5 Evaluation of Options JUL 1990 52.215-2 Audit and Records--Negotiation OCT 2010 52.215-13 Subcontractor Certified Cost or Pricing Data--Modifications OCT 2010 52.215-15 Pension Adjustments and Asset Reversions OCT 2010 52.215-18 Reversion or Adjustment of Plans for Postretirement Benefits

(PRB) Other than Pensions

JUL 2005

52.215-19 Notification of Ownership Changes OCT 1997 52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.222-3 Convict Labor JUN 2003 52.222-4 Contract Work Hours and Safety Standards- Overtime

Compensation

MAY 2014

52.222-6 Construction Wage Rate Requirements MAY 2014

52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records MAY 2014 52.222-9 Apprentices and Trainees JUL 2005 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance With Construction Wage Rate Requirements and

Related Regulations

MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-21 Prohibition Of Segregated Facilities APR 2015 52.222-26 Equal Opportunity SEP 2016 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.222-35 Equal Opportunity for Veterans OCT 2015 52.222-36 Equal Opportunity for Workers with Disabilities JUL 2014 52.222-37 Employment Reports on Veterans FEB 2016 52.222-50 Combating Trafficking in Persons MAR 2015 52.222-54 Employment Eligibility Verification OCT 2015 52.222-55 Minimum Wages Under Executive Order 13658 DEC 2015 52.222-62 Paid Sick Leave Under Executive Order 13706 JAN 2017 52.223-2 Affirmative Procurement of Biobased Products Under Service and Construction Contracts

SEP 2013

52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-10 Waste Reduction Program MAY 2011 52.223-18 Encouraging Contractor Policies To Ban Text Messaging

While Driving

AUG 2011

52.225-13 Restrictions on Certain Foreign Purchases JUN 2008 52.227-2 Notice And Assistance Regarding Patent And Copyright

Infringement

DEC 2007

52.227-4 Patent Indemnity-Construction Contracts DEC 2007 52.228-2 Additional Bond Security OCT 1997 52.228-5 Insurance - Work On A Government Installation JAN 1997 52.228-11 Pledges Of Assets JAN 2012 52.228-15 Performance and Payment Bonds--Construction OCT 2010 52.229-3 Federal, State And Local Taxes FEB 2013 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-17 Interest MAY 2014 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-33 Payment by Electronic Funds Transfer--System for Award

Management

JUL 2013

52.232-40 Providing Accelerated Payments to Small Business Subcontractors

DEC 2013

52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-4 Physical Data APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984

52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-14 Availability and Use of Utility Services APR 1984 52.236-15 Schedules for Construction Contracts APR 1984 52.236-17 Layout of Work APR 1984 52.236-26 Preconstruction Conference FEB 1995 52.242-13 Bankruptcy JUL 1995 52.242-14 Suspension of Work APR 1984 52.243-4 Changes JUN 2007 52.244-6 Subcontracts for Commercial Items JAN 2017 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994 52.249-2 Alt I Termination for Convenience of the Government (Fixed-

Price) (Apr 2012) - Alternate I

SEP 1996

52.249-10 Default (Fixed-Price Construction) APR 1984 52.253-1 Computer Generated Forms JAN 1991 252.201-7000 Contracting Officer's Representative DEC 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7001 Prohibition On Persons Convicted of Fraud or Other Defense- Contract-Related Felonies

DEC 2008

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

OCT 2016

252.209-7004 Subcontracting With Firms That Are Owned or Controlled By The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.223-7004 Drug Free Work Force SEP 1988 252.223-7006 Prohibition On Storage, Treatment, and Disposal of Toxic or

Hazardous Materials

SEP 2014

252.225-7012 Preference For Certain Domestic Commodities DEC 2016 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

JUN 2012

252.232-7010 Levies on Contract Payments DEC 2006 252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.243-7002 Requests for Equitable Adjustment DEC 2012

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 60 days. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $150.00. for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

52.217-7 OPTION FOR INCREASED QUANTITY (MAR 1998)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 30 days. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

52.225-9 BUY AMERICAN—CONSTRUCTION MATERIALS (MAY 2014)

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

Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4) such as agricultural products and petroleum products.

Component means an article, material, or supply incorporated directly into a construction material.

Construction material means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site.

Materials purchased directly by the Government are supplies, not construction material.

Cost of components means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Domestic construction material means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if--

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

Foreign construction material means a construction material other than a domestic construction material.

United States means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American Act is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American Act to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American Act. (1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison Construction material description Unit of measure Quantity Price (dollars) \1\ Item 1 Foreign construction material.... ........... ___ ........ ....... ………. ___ ................ ........ ___ Domestic construction material... ........ ___ ............... .............. ___ .................. ...... ___ Item 2 Foreign construction material.... ......... ___ ............. ........ ……. ___ ............... ......... ___ Domestic construction material... ....... ___ .................. ............. ___ ................. ....... ___ Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).

List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.

Include other applicable supporting information.

52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses 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. Also, the full text of a clause may be accessed electronically at this/these address(es):

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

U.S. Army Corps of Engineers®

Buffalo District

Statement of Work Mount Morris Dam, Mount Morris, NY Asphalt Sealcoating 2017

Customer:

Park Manager, Mount Morris Dam

Prepared By:

Brian Dockstader, NY/PA O&M U.S. Army Corps of Engineers Buffalo District 1776 Niagara Street Buffalo, NY 14207

August 2017

1 General Description of Work

1.1 Base Bid Item

Base Bid Item 1 - Maintenance Building/Pole Barn Parking Area: Apply sealcoat and stripe (approximately 1100 Square Yards (SY))

1.2 Optional Bid Items

Optional Bid Item 1 – Visitor Center Road from Route 408/Nunda Road to Dam Site Road: Apply sealcoat and stripe (approximately 26400 SY) Optional Bid Item 2 – Partner House Roads: Repair cracks, apply sealcoat and stripe (approximately 1750 SY) Optional Bid Item 3 - Visitor Center Parking Area: Repair cracks, apply sealcoat, and stripe (approximately 3800

SY )

1.2.4 Optional Bid Item 4 - Access Roads: Repair cracks, apply sealcoat and stripe (approximately 6000 SY)

2 Point of Contact 3 Pre-Bid Site Visit 4 Project/Contractual References 5 Material/Equipment Specifications 6 Detailed Description of Work

6.1 Detailed Description of Work – Base Bid Item(s)

6.2 Detailed Description of Work – Optional Bid Item(s)

6.2.2 Optional Bid Item 2 – Partner House Roads: Repair cracks, apply sealcoat and stripe (approximately 1750

SY) 5

6.2.3 Optional Bid Item 3 - Visitor Center Parking Area: Repair cracks, apply sealcoat, and stripe (approximately

3800 SY)

6.2.4 Optional Bid Item 4 - Access Roads: Repair cracks, apply sealcoat and stripe (approximately 6000 SY)

7 Project Information

7.1 Basis for Award

7.2 Period of Performance

Pre-Construction Submittals

7.3 Pre-Construction Meeting

7.4 Work Schedule

7.5 Material/Equipment Information

7.6 Dimension/Quantity Verification

7.7 Material Storage

7.8 Site Cleanup

8 Quality Assurance (QA)

8.1 Overview

Government Project Manager (PM) Government Quality Assurance (QA) Government Inspections Product Data Sheets

9 Communication 10 Repair/Restoration of Government Property 11 Work Stoppage, Contract Cancellation Actions 12 Material Change Orders 13 Liquidated Damages 14 Inspection/Testing

14.1 Pre-Final/Final Inspection

15 Completion 16 Payment 17 Safety 18 Security

18.1 Access and General Protection/Security Policy and Procedures Candidate Pre-Screening Background Investigation Suspicious Activity Reporting Training

18.2 Start of Work

18.3 Arrival/Departure

18.4 Video/Camera Equipment

19 Submittals

19.1 Bid Submittals

19.2 Pre-Construction Submittals

Attachment #1 – Bid Schedule Visitor Center Road from Route 408/Nunda Road to Dam Site Road: Apply sealcoat and stripe (approximately

26400 SY)

Attachment #2 – Directions to Mount Morris Dam Attachment #3 – Blank Activity Hazard Analysis Attachment #4 – USACE Buffalo District Monthly Man Hour Exposure Report

1 General Description of Work The contractor shall perform the following work under this contract:

1.1 Base Bid Item

Base Bid Item 1 - Maintenance Building/Pole Barn Parking Area: Apply sealcoat and stripe (approximately 1100 Square Yards (SY))

1.2 Optional Bid Items

Optional Bid Item 1 – Visitor Center Road from Route 408/Nunda Road to Dam Site Road: Apply sealcoat and stripe (approximately 26400 SY)

Optional Bid Item 2 – Partner House Roads: Repair cracks, apply sealcoat and stripe (approximately 1750 SY)

Optional Bid Item 3 - Visitor Center Parking Area: Repair cracks, apply sealcoat, and stripe (approximately 3800

SY)

Optional Bid Item 4 - Access Roads: Repair cracks, apply sealcoat and stripe (approximately 6000 SY)

2 Point of Contact

For scheduling project site visits and/or questions regarding this Statement of Work:

U.S. Army Corps of Engineers, Buffalo District Attn: Contracting Officer 1776 Niagara Street Buffalo, New York 14207

Phone: 716-879-4126 Facsimile: 716-879-4353

3 Pre-Bid Site Visit

There will be one (1) scheduled pre-bid site visit for prospective bidders. The date and time of the visit will be posted on FBO. The location of the visit will be the William B. Hoyt II Visitor Center, 6103 Visitor Center Road, Mount Morris, New York 14510. Prospective bidders are urged to attend to gain information that will be necessary in the preparation of bid submittals. Due to maintenance, operation and security requirements, unscheduled visits may not be honored. Following the visit to the project site, a question and answer session will be held. During this session, prospective bidders are asked to direct all questions concerning the project to the Buffalo District Contracting Office

(DCO).

4 Project/Contractual References

EM 385-1-1, 30 Nov 2014, U.S. Army Safety and Health Requirements Manual

5 Material/Equipment Specifications

The following material and equipment specifications shall be met for this project:

-Hot pour crack sealant: single component, hot applied, meets ASTM D3405, AASHTO M301, ASTM D6690.

-Sealcoat: polymer modified asphalt emulsion with sand added.

-Striping paint: water based acrylic, low VOC (volatile organic compound), meets federal specifications TT-P-1952B.

Colors required: white, yellow, and blue.

-Manufacture Requirements for ideal weather install.

The contractor must deliver all materials to the worksite in a new, sealed condition prior to application, or the government will come to the contractor’s shop when materials are being poured into hoppers, to verify accepted products are being used. All products must be submitted to the government as a pre-work submittal for approval prior to ordering.

6 Detailed Description of Work

6.1 Detailed Description of Work – Base Bid Item(s)

6.1.1 Base Bid Item 1 – Maintenance Building/Pole Barn Parking Area: Apply Sealcoat and Stripe

(approximately 1100 SY)

Contractor must clean and prepare the approximate 1100 SY asphalt parking lot for application of an asphalt-based sealcoat. The surface must be prepared by air blowing, vacuum, mechanical sweeping, washing, or other means of removing all foreign material and ensure the surface is clean and dry before immediate application of the sealing material. The contractor must apply an asphalt-based pavement sealcoat per industry standards and manufacturer recommendations. Once this is complete and manufacturer’s recommendations are followed for drying time, the contractor must restripe the approximate 11 vehicle parking spaces and all other road striping as they were prior to beginning of work (locations, color of paint, lines, cross-hatching and other unique marking, etc.).

Sealcoat must be a polymer modified asphalt emulsion with sand added. The contractor must prepare surface as described above, mix sand quantities, and apply at a rate in accordance with manufacturer recommendations.

Include as a pre-work submittal all materials used under this line item.

6.2 Detailed Description of Work – Optional Bid Item(s)

6.2.1 Optional Bid Item 1 – Visitor Center Road from Route 408/Nunda Road to Dam Site Road: Apply sealcoat and stripe (approximately 26400 SY) Contractor must clean and prepare the approximate 26400 SY asphalt areas which include the following: Visitor Center Road from Route 408/Nunda Road to Dam Site Road. The contractor must perform crack sealing and restriping on these surfaces. The surface must be prepared by air blowing, vacuum, mechanical sweeping, washing, or other means of removing all foreign material and ensure the surface is clean and dry before immediate application of the sealing material. The contractor must repair all cracks in excess of ¼ inch width in a fashion consistent to the manufactures recommendations of the sealcoat product, prior to sealcoat application.

Crack sealant must be a hot application product and be compatible with current NYS DOT standards. The contractor must then apply an asphalt-based pavement sealcoat per industry standards and manufacturer recommendations. Once this is complete and manufacturer’s recommendations are followed for drying time, the contractor must restripe the all crosswalks and roads as they were prior to beginning work (locations, color of paint, lines, cross-hatching and other unique marking, etc.).

Sealcoat must be a polymer modified asphalt emulsion with sand added. The contractor must prepare surface as described above, mix sand quantities, and apply at a rate in accordance with manufacturer recommendations.

6.2.2 Optional Bid Item 2 – Partner House Roads: Repair cracks, apply sealcoat and stripe

(approximately 1750 SY)

Contractor must clean and prepare the approximate 1750 SY asphalt areas which include the following: the Partner House Roads and parking lot, from the turn off on Visitor’s Center Road to the concrete driveway by the maintenance building parking lot. The contractor must perform crack sealing and application of an asphalt-based pavement sealcoat on these surfaces. The surface must be prepared by air blowing, vacuum, mechanical sweeping, washing, or other means of removing all foreign material and ensure the surface is clean and dry before immediate application of the sealing material. The contractor must repair all cracks in excess of ¼ inch width in a fashion consistent to the manufactures recommendations of the sealcoat product, prior to sealcoat application.

Crack sealant must be a hot application product and be compatible with current NYS DOT standards. The contractor must then apply an asphalt-based pavement sealcoat per industry standards and manufacturer recommendations. Once this is complete and manufacturer’s recommendations are followed for drying time, the contractor must restripe the 5 parking spaces and roads as they were prior to beginning work (locations, color of paint, lines, cross-hatching and other unique marking, etc.).

Contractor must modify the closest parking space to the building to be a handicap parking space (appropriate color of paint and handicap symbol). Contractor and Government representative will field verify the correct space.

Sealcoat must be a polymer modified asphalt emulsion with sand added. The contractor must prepare surface as described above, mix sand quantities, and apply at a rate in accordance with manufacturer recommendations.

6.2.3 Optional Bid Item 3 - Visitor Center Parking Area: Repair cracks, apply sealcoat, and stripe

(approximately 3800 SY)

Contractor must clean and prepare the approximate 3800 SY asphalt parking lot for crack sealing and application of an asphalt-based sealcoat. The surface must be prepared by air blowing, vacuum, mechanical sweeping, washing, or other means of removing all foreign material and ensure the surface is clean and dry before immediate application of the sealing material. The contractor must repair all cracks in excess of ¼ inch width in a fashion consistent to the manufactures recommendations of the sealcoat product, prior to sealcoat application.

Crack sealant must be a hot application product and be compatible with current NYS DOT standards. The contractor must then apply an asphalt-based pavement sealcoat per industry standards and manufacturer recommendations. Once this is complete and manufacturer’s recommendations are followed for drying time, the contractor must restripe the approximate 83 vehicle parking spaces, bus parking spaces, pedestrian crosswalks, handicap parking areas and all other road striping as they were prior to beginning of work

Sealcoat must be a polymer modified asphalt emulsion with sand added. The contractor must prepare surface as described above, mix sand quantities, and apply at a rate in accordance with manufacturer recommendations.

6.2.4 Optional Bid Item 4 - Access Roads: Repair cracks, apply sealcoat and stripe (approximately 6000

Contractor must clean and prepare the approximate 6000 SY asphalt areas which include the following: Visitor Center Road from Dam Site Road to the Access Driveway, the Access Driveway from the Partner Road to the Visitor Center Parking Area. The contractor must perform crack sealing and application of an asphalt-based pavement sealcoat on these surfaces. The surface must be prepared by air blowing, vacuum, mechanical sweeping, washing, or other means of removing all foreign material and ensure the surface is clean and dry before immediate application of the sealing material. The contractor must repair all cracks in excess of ¼ inch width in a fashion consistent to the manufactures recommendations of the sealcoat product, prior to sealcoat application.

Crack sealant must be a hot application product and be compatible with current NYS DOT standards. The contractor must then apply an asphalt-based pavement sealcoat per industry standards and manufacturer recommendations. Once this is complete and manufacturer’s recommendations are followed for drying time, the contractor must restripe the all crosswalks and roads as they were prior to beginning work

Sealcoat must be a polymer modified asphalt emulsion with sand added. The contractor must prepare surface as described above, mix sand quantities, and apply at a rate in accordance with manufacturer recommendations.

Include as a pre-work submittal all materials used under this line item.

7 Project Information

7.1 Basis for Award

The government shall award the contract to the offeror who provides the lowest priced offer. The evaluated price shall include the base work plus all option(s). The Government reserves the right to research past performance, including CPARS, for any contractor submitting an offer and use it as a determination for award.

7.2 Period of Performance

The project completion date is set at sixty (60) days following the Notice to Proceed. In the event the contractor is unable to meet the project completion date, requests for extensions must be made in writing. The request must explain, in detail, why the original project completion date will not be met. The request shall be sent to the DCO along with an informational copy to the Project Manager (PM). The request shall be made as soon as possible, but not later than ten

(10) days prior to the original completion date. This request shall not negate penalties for liquidated damages unless an extension is granted by the DCO in writing.

7.2.1.1 Pre-Construction Submittals

All pre-construction submittals, as stated in Section 19.2 of this SOW, shall be provided to the government within fourteen (14) days following the award of the contract. The contractor shall allow up to fourteen (14) days from time of receipt for government review of submittals. Work may not begin until government approval of all submittals required in Section 19.2 of this Statement of Work.

7.2.1.2 Project Timeline

As part of the pre-construction submittals, the contractor shall supply a timeline or schedule for accomplishing the work showing the following minimum milestones and completion dates: submittal completion date, start date, 100% completion date.

7.2.1.3 Traffic Control Plan

Paving, sealcoating and striping will be completed in areas requiring continuous access by Mount Morris Dam staff and the general public. As a Pre-Work submittal, the Contractor will submit a Traffic Control Plan that gives types and locations of construction signs, flaggers, phases of work, plans for keeping a minimum of one lane open in and out of the facility, and other details as necessary to provide access and a safe work environment.

7.3 Pre-Construction Meeting

Following the award of the contract and review and acceptance of the contractor’s pre-construction submittals, the prime contractor must attend a mandatory pre-work conference. The meeting shall be scheduled by the government, and conducted on-site, at the Mount Morris Dam, at a time and date to be announced following the award of the contract.

7.4 Work Schedule

All scheduled work is to be performed Monday through Friday 0800-1630 hours, excluding federal holidays. If the contractor desires to work beyond the previously stated hours and days, written permission to do so shall be obtained from the government. Schedule changes shall be requested at minimum 24 hours in advance, unless there is an emergency situation.

7.5 Material/Equipment Information

Contractor shall provide all labor, tools, ladders, scaffolding, equipment, supplies and materials needed to complete the work described herein, unless otherwise noted herein that any of these items will be provided by the government.

7.6 Dimension/Quantity Verification

Contractor shall independently measure and verify all dimensions and quantities given herein prior to ordering materials and supplies for the project. This information shall be provided to the government QA person as part of the pre-work submittals.

7.7 Material Storage

If temporary storage of project material is requested, the contractor shall make a written request to the government’s QA person and receive written approval from the government. If material is found to be hazardous, flammable, combustible, etc, the contractor will be required to provide the appropriate hazardous material storage locker. Storage locations will be discussed at the pre-bid site visit and during the pre-con meeting. See Section 17 of this SOW for further information.

7.8 Site Cleanup

All excess, waste, and removed material related to this project shall become the contractor’s property and shall be promptly removed from the site and disposed of or reused/recycled in accordance with applicable local, state, and federal regulations. Documentation describing disposal of material shall be furnished to the government as part of the project closeout files. The contractor shall not dispose of any project generated waste in government receptacles or on government grounds.

8 Quality Assurance (QA)

8.1 Overview

8.1.1 Government Project Manager (PM)

The government has appointed a Project Manager (PM) for this project. The PM shall ensure all questions of a technical nature concerning the contractual work are answered.

8.1.2 Government Quality Assurance (QA)

The government will appoint a Quality Assurance (QA) person to ensure all work is accomplished in accordance with contractual documents. The QA person for this contract will be identified after the contract is awarded. The QA person serves as the liaison between the contractor, PM, and the DCO. The QA person does not have the authority to modify contractual agreements.

8.1.3 Government Inspections

Contractor shall allow inspection by the government PM, QA person, DCO personnel, and District Safety and Health personnel, at any time during the life cycle of the project. The contractor shall provide safe access for government personnel visiting the project.

8.1.4 Product Data Sheets

The contractor shall provide to the government product data sheets from the manufacturer for all materials used on this job, as part of the pre-construction submittals. All materials shall be delivered to the project site in new condition, in their original containers and wrapping material, with labels clearly showing all product information.

9 Communication

During the execution of the contract, the PM shall receive weekly status reports from the contractor on issues such as milestones met and/or missed, and issues standing in the way of project completion. The DCO shall be the communication hub for the government QA Person, PM, and the contractor regarding clarification of contractual issues. By adhering to the established lines of communication, it will reduce or avoid generation of duplicate requests for information, which may inadvertently result the government or the contractor to the acceptance of contractual changes without official approval by the DCO.

10 Repair/Restoration of Government Property

Contractor, at no expense to the government, is required to protect all government facilities, grounds, equipment, sidewalks, and pavement during construction. All government structures, grounds, and equipment disturbed by contractor during the performance of work shall be returned to a pre-work condition prior to request of final payment.

Damages to government property that were caused by contractor and/or sub-contractor will be repaired at no expense to the government by the prime contractor.

11 Work Stoppage, Contract Cancellation Actions

The Mount Morris Dam Park Manager, PM, or government QA person may issue temporary “Stop Work” notification if they find activities or job site conditions are in violation of Federal, Department of Defense, State or local health, safety and/or environmental standards, laws and regulations. The District Safety Officer (DSO), the DCO, and the PM shall be contacted immediately after a Stop Work notification order is issued or rescinded. Violation of health, safety or environmental regulations committed by the contractor shall not be grounds for compensation by the government to the contractor. Refer to contractual documents provided by the District Contracting Office regarding additional work stoppage and/or contract cancellation actions.

12 Material Change Orders

Once equipment and materials are approved and accepted by the government, the contractor shall not substitute equipment or materials without providing a detailed explanation for the substitution. Changes in materials will require full justification and approval from the DCO. Modifications to contractual documents must be reviewed by the contractor, government QA person and PM, and approved by the government’s DCO. Requests for modifications must be in writing explaining the reasons for the modification, detailed description of the modification and what the benefits are and an estimated cost broken down by materials, labor and equipment.

13 Liquidated Damages

Liquidated damages of $150 per work day will be assessed if the work is not completed within the time period described in Section 7.2 of this Statement of Work. Liquidated damages shall be assessed beginning the day following the end of the initial period.

14 Inspection/Testing

14.1 Pre-Final/Final Inspection

Upon completion of the work, the government will perform a pre-final inspection to verify that the project is complete.

A government pre-final punch list may be developed as a result of this inspection. If contractual requirements are not met, this list shall be provided to the DCO, who will bring them to the attention of the contractor.

The contractor’s QC supervisor shall ensure that all items on this list have been corrected in a timely manner before notifying the government, so that a final inspection with the government and contractor can be scheduled. The contractor’s QC supervisor, PM, DCO representative, and QA person shall be in attendance at the final acceptance inspection.

15 Completion

The contract will not be deemed fulfilled until all submittals, products, services, equipment, material, installation, construction work, and final inspection is provided by the contractor under the terms of the contractual documents and found satisfactory to the DCO.

16 Payment

The project will be paid for on a lump sum basis, the price for which includes all labor, materials, equipment, mobilization/demobilization, disposal, and other costs required to complete the work. Partial payment(s) may be made; this will be discussed at the pre-construction meeting.

17 Safety

The contractor must submit an Activity Hazard Analysis in accordance with the USACE Safety Manual EM 385-1-1.

A blank AHA template is included in Attachment #2.

18 Security

18.1 Access and General Protection/Security Policy and Procedures 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, which will be provided by a government representative. The contractor shall also provide all information required for background checks or background investigation and to meet installation/facility access requirements to be accomplished by the Army Corps of Engineers (USACE) Buffalo District Emergency Management Office. Contractor workforce must comply with all personal identity verification requirements as directed by the Department of Defense (DOD), Headquarters Department of the Army (HQDA) and/or USACE Buffalo District 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.

18.1.1 Candidate Pre-Screening

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

18.1.2 Background Investigation

For all prime and subcontractor employees working at Mount Morris Dam, the following Personally Identifiable Information (PII) shall be provided for the US Army Corps of Engineers to perform a limited background check:

Complete name, social security number, driver’s license number, date of birth, place of birth, and current address of residence. This information is mandatory before any workers will be allowed to enter the facility. The contractor shall allow up to twenty-one (21) days from time of receipt for government completion of background checks. Work may not begin until government clearance of employees is given to the prime contractor.

18.1.3 Suspicious Activity Reporting Training

The contractor and all associated sub-contractors shall receive a brief/training provided by the PM 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.