W912P5-17-B-0003-0004.pdf

CONTRACTING BRANCH (EJC)

EUGENIA.J.CORDER@USACE.ARMY.MIL

110 NINTH AVE SOUTH, ROOM A405

NASHVILLE TN 37203-3817

W38XDD71028423 114708

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

This purpose of this amendment is to:

1. Post Q&A from the Initial Pre-Bid Site Visit;

2. Post information about a second Site Visit scheduled for 23 May 2018 at 2:00 PM local time (Eastern Time Zone) at the Mayor’s office located at 402 West Main Street, Cumberland, KY 40823;

3. Question period is extended until 24 May 2018 at 10:00 AM Central Time. If necessary, additional questions w ill be answ ered in a forthcoming amendment;

4. Revise Bid Schedule:

5. Attach revised Technical Specifications and Draw ings w ith Summary of Changes;

6. Attach Geotechnical Report:

7. Update Instructions to Bidders and Additional Documents Section, FAR clause 52.252-3 and DFARS clause 252.236-7001.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 17-May-2018

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P5-17-B-0003

X 9B. DATED (SEE ITEM 11)

18-Jan-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

17-May-2018

CODE

CELRN-RC-N CONTRACTING BRANCH

A405, 110 9TH AVE S

NASHVILLE TN 37203

W912P5 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912P5

FACILITY CODECODE

EMAIL:TEL:

W912P5-17-B-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

QUESTIONS & ANSWERS

Amendment Questions for Shepherd Street Bridge:

Project: Shepherd Street Bridge

This solicitation is being amended to address the questions asked during the question period.

1. QUESTION: Drawing Sheet S-02 indicates Dynamic Load Testing is required under the Pile Design Data. On the same sheet, it states under the Definition of Terms “In place bearing values are not required for piles bearing on rock.” Is any load testing required on the piles?

ANSWER: No. Reference Amendment 0004. The technical specifications were revised to remove the requirement for dynamic testing of the piles.

2. QUESTION: As a follow up to the question #1 above, according to the profiles the piles will be bearing on rock and not require load testing. Will it be necessary to hire an Advanced Master, or Expert Level Certification in High Strain Dynamic Pile Testing (HSDPT) from either Foundation QA or the Pile Driving Contractors Association (PDCA) to do anything on this project as required by Specification 3.4.4 of Section 31.62.16.16?

ANSWER: No. See the Government’s Response to Question #1.

3. QUESTION: Please confirm the following is the minimum staff requirement full time on site:

CQC System Manager – Graduate Civil Engineer with 10 years bridge experience SSHO/QC Manager – 1 person Superintendent – 1 person 1 offsite CQC System Manager backup with same qualifications

ANSWER: Reference Amendment 0004. Specification Section 01 35 26 Paragraph 1.6.1.1.1 was revised to state: “The SSHO [may not] serve as the Quality Control Manager. The SSHO [may not] serve as the Superintendent". Specification Section 01 45 00 paragraph 3.4.2 was revised to state: “The CQC System Manager is required to be a graduate engineer or a graduate of construction management, with a minimum of 5 years construction experience on construction similar to this Contract or construction person with a minimum of 10 years in related work". Minimum staff shall consist of a CQC System Manager, a Superintendent, SSHO, and an Alternate CQC System Manager with the same qualifications (to be identified in the QC Plan).

4. QUESTION: Will this excavation on and in the creek be considered dredging and require a certified CDSO?

ANSWER: No.

5. QUESTION: Will an independent testing firm be required to do all testing?

ANSWER: Yes. Reference Technical Specification Section 01 45 00 Paragraph 1.4 - "For tests performed under this contract, the Contractor shall only use a testing laboratory validated by the Corps of Engineers Material Testing Center (MTC). See paragraph 3.7, TESTS."

6. QUESTION: Will the entirety of this project only be on federal property?

ANSWER: Reference the property surveys included with Amendment 0002. With the exception of Tract 319E, which is owned by ACIN, LLC, and for which the City of Cumberland has obtained a temporary work easement to utilize, all of the property utilized by this project is owned by the City of Cumberland.

None of the property is federally owned."

7. QUESTION: Will a KYTC prequalified bridge contractor be required on this project?

ANSWER: No.

8. QUESTION: Are all piles pre-bored?

ANSWER: Yes.

9. QUESTION: Specification 1.2.1.1 Specification of Section 01.00.00 states that the KYTC standard specifications will be used. In case of conflict, which specifications rule?

ANSWER: In the case of conflict with technical specifications, the KYTC Standard Specifications will govern. In all other instances, USACE specifications will govern. See Specification 01 00 00, Section 1.2.1.2.

10. QUESTION: Will payment be made in accordance with KYTC standard specifications?

ANSWER: Payments will be made in accordance with Specification Section 01 22 00 "Price and Payment Procedures" and not the KYTC stand specifications.

11. QUESTION: Will the project be paid based on installed quantities or lump sum for entire project?

ANSWER: Payment will be made in accordance with Specification Section 01 22 00 "Price and Payment Procedures." This section provides an explanation of how each CLIN will be paid.

12. QUESTION: Will the Cofferdam item be paid even if the contractor can construct the project without constructing one?

ANSWER: Reference Amendment 0004. The “Cofferdam” CLIN has been removed from the bid schedule as well as from Specification 01 22 00.

13. QUESTION: What’s the status on all the permits and what will the contractor have to do in regards to permits and construction approvals from all agencies?

ANSWER: For the current status of permits, see Specification Section 01 57 19 “Temporary Environmental Controls.” More specifically, Paragraphs 1.8, Licenses and Permits; 3.3.1, Construction General Permit; 3.3.1.2, Stormwater Notice of Intent for Construction Activities; and 3.3.1.5, Stormwater Notice of Termination for Construction Activities.

14. QUESTION: Are the stone, fabric and geo-grid incidental to the Articulated Concrete Block System?

ANSWER: Yes.

15. QUESTION: Is Turf Mat Reinforcement required per drawing sheet C-10 End Protection Detail?

ANSWER: Yes, turf mat is required. Reference Amendment 0004. Drawing Sheet C-10 was revised.

16. QUESTION: Are the materials in the End Protection Detail for the Articulated Concrete Block System incidental?

ANSWER: See the Government’s Response to Question #14.

17. QUESTION: Being that the Articulated Block System is a fairly simple install item and it is not wide spread enough in Kentucky to generate a consistent world of experience for bridge contractors, is it really necessary to require the installer to have 5 years of experience as stated on drawing sheet C-10? Will a qualified technician from the supplier onsite the first day of install be sufficient?

ANSWER: A Qualified Technician from the supplier onsite will be sufficient, however, this technician shall be onsite from the preparatory phase through the initial phase of this particular phase of the contract.

A revised Drawing Sheet C-10 is included in Amendment 0004.

18. QUESTION: Will the contractor have to provide a temporary office for the COE?

ANSWER: No. Reference Specification Section 01 50 00, Paragraph 3.6. The required temporary field office is intended for contractor personnel.

19. QUESTION: Plans call for a Bore and Jack, but bid item shows Directional Bore. Which is correct, and what size and spec encasement pipe do we need to use? Are spacers required, and if so what spec is required?

ANSWER: Boring and Jacking is correct. The Bid Schedule was revised in Amendment 0004.

Installation of waterline utility should be performed following Specification Section 33 05 23.

20. QUESTION: What is trench detail for the waterline other than the 42” minimum cover depth (width, backfill material requirements, etc.)?

ANSWER: Installation of waterline utility should be performed following Specification 33 05 23.

21. QUESTION: Are the working days and hours restricted?

ANSWER: No. “Normal” working hours (typically M-F 0700-1700) will be established by the contractor with the submission of the initial schedule. After these hours are established, the contractor shall notify the Government (COR) if they are requesting to perform any work outside of the “normal” hours so that the Government is aware they are working. In addition, any inspections or testing would need to be scheduled in a manner that would allow the COR the opportunity to witness/observe.

22. QUESTION: What is the depth of the existing pavement to be removed?

ANSWER: The thickness of the existing asphalt pavement determined from exploratory drilling was found to be 3.0 and 9.0 inches for the Granular Base for the parking lot. The thickness of the existing asphalt pavement for Martin St. was found to be 5.0 inches and 5.0 inches for the granular base. Refer to the Geotechnical Report, included in Amendment 0004, for more information on the boring logs.

23. QUESTION: Are there any underlying pavements under the pavement to be removed?

ANSWER: See the Government’s Response to Question # 22.

24. QUESTION: Is Primavera P6 the required scheduling software or a newer version?

ANSWER: Primavera P6 is the preferred scheduling software. Reference Specification Section 01 32 01 Paragraph 2.1.2.2 for guidance when the contractor plans on using a software other than P6.

25. QUESTION: Who is responsible for moving all existing utilities conflicting with this project?

ANSWER: The contractor shall be responsible for all activities associated with the removal and relocation of the waterline, including the coordination with the utility company for any outages and disruptions. It is not the responsibility of the contractor to relocate the overhead utilities near the existing Shepherd St.

Bridge.

26. QUESTION: Is there an asbestos report that can be provided to the contractor?

ANSWER: Reference Amendment 0002 for a copy of the asbestos report for the structure to be demolished.

27. QUESTION: Is formal partnering required on this project and how will it be paid for?

ANSWER: A formal partnering session with a facilitator is not anticipated for this project; however if there are costs involved, it would be covered with a post award modification.

28. QUESTION: The specs call for Shoremax, but the plans call for articulating block concrete mattress.

Shoremax is not an articulating block concrete type mattress. Please clarify whether you want Shoremax type material or an articulating block concrete mattress type material. Please note that if the water velocities are high then Shoremax may not be a good choice.

ANSWER: No reference to "Shoremax" is found in the technical specifications. An articulating concrete mat shall be used. Engineering Considerations and Instructions for Field Personnel (ECIFP) is not a contractual document and was DELETED in Amendment 0002.

29. QUESTION: We are interested in bidding the bridge project in Harlan Co, Kentucky. While reviewing the bid documents, we could not locate the asbestos report for the building to be removed. Just wondering if I am overlooking it somewhere on the website.

ANSWER: See the Government’s Response to Question #26.

30. QUESTION: What is the status of the overhead utilities that require movement prior to onsite work?

ANSWER: Drawing C-05 has been revised. The two utility poles at the intersection of Shepherd Street and East Main Street will not be relocated. These utilities will remain in place during construction. The utility pole beside the bridge and associated utilities are required to be relocated by the respective utility companies and anticipated to be removed by 9 July 2018. These utilities will not be in place during construction.

SECTION 00010 - SOLICITATION CONTRACT FORM

The 'issued by' organization has changed from

US ARMY CORPS OF ENGINEERS-CELRN-RC-N

DIRECTORATE OF CONTRACTING

110 9TH AVENUE SOUTH, ROOM A680

NASHVILLE TN 37203

to

CELRN-RC-N CONTRACTING BRANCH

A405, 110 9TH AVE S

NASHVILLE TN 37203

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

ADDITIONAL DOCUMENTS

Additional documents attached to this package:

Engineering Considerations and Instruction for Field Personnel (ECIFP.pdf) (REMOVED)(Amendment 0002)

Drawings (SSB Replacement Folio.pdf) Technical Specifications.pdf Bid Schedule.xlsx

Amendment 0002 Attached the following additional documents:

Cumberland KY Asbestos Report Structure Tract 319 REV Structure Tract 318

Amendment 0004

I. CHANGES TO TECHNICAL SPECIFICATIONS

A. Remove the entire set of technical specifications (601 pages), and replace with revised set of technical specifications (573 pages.)

B. Geotechnical Report (38 pages) is hereby provided For Information Only.

II. CHANGES TO CONTRACT DRAWINGS

A. The following contract drawings have been revised and replaced:

Drawing No. Description

C-05 UTILITY RELOCATION PLAN

C-10 EROSION CONTROL NOTES

S-02 GENERAL NOTES AND ESTIMATED QUANTITIES

B. The following drawings have been removed from the set of Contract Drawings without replacement:

Drawing No. Description C-16 River Road Paving Locating C-17 River Road Paving Plan

--- END OF AMENDMENT NO. 0004 TECHNICAL CHANGES---

BID SCHEDULE

REV Bid Schedule

ITEM

NO.

DESCRIPTION Section EST.

QTY.

UNIT UNIT

PRICE

ESTIMATED

AMOUNT

GENERAL

0001 Mobilization and Demobilization 01 22 00 1 JOB $ $ 0002 Performance & Payment Bonds 01 22 00 1 JOB $ $ 0003 Demolition 02 41 00 1 JOB $ $ 0004 Traffic Signage 10 14 53 1 JOB $ $ 0005 Erosion Control 31 32 11 1 JOB $ $ 0006 Prebored Holes 31 62 16.16 257 LF $ $ 0007 Piles - Steel HP 12X53 31 62 16.16 291 LF $ $ 0008 Bridge Construction 01 22 00 1 JOB $ $ 0009 Exavation and Fill 31 23 00 1 JOB $ $ 0010 Exterior Improvements Division 32 1 JOB $ $ 0011 Site Utilities Division 33 1 JOB $ $ 0012 Channel Lining Class III 35 31 19 332 TON $ $

TOTAL ESTIMATED AMOUNT $

The following have been modified:

BIDDING SCHEDULE/INSTRUCTIONS

Section 00100 -Instructions to Bidders

1. DESCRIPTION OF WORK: This is a Total Small Business Set-Aside, sealed bid, firm-fixed price construction contract to demolish and replace the Shepherd Street Bridge in Cumberland, KY, 40823, in accordance with the attached plans and specifications.

2. PLACE OF DELIVERY: Harlan County, Cumberland, KY 40823.

3. DATE OF DELIVERY: 250 Days from Notice to Proceed.

4. SITE VISIT: Bidders should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the delivery site and the general and local conditions that can affect the delivery and material handling of the materials or the cost thereof. Failure to do so will not relieve the bidder from responsibility for estimating properly the difficulty or cost of successfully accomplishing delivery. The Government will assume no responsibility for any understanding or representations concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the solicitation, the specifications or related documents.

The Government has scheduled a Site Visit for this requirement. An organized site visit has been scheduled for:

25 January 2018, 2:00 PM local time (Eastern Time Zone)

Participants will meet at the Mayor’s Office, 402 West Main Street, Cumberland, KY 40823, for the organized Site Visit.

The Government has scheduled a Second Site Visit for this requirement. An organized site visit has been scheduled for:

23 May 2018, 2:00 PM local time (Eastern Time Zone)

Participants will meet at the Mayor’s Office, 402 West Main Street, Cumberland, KY 40823, for the organized Site Visit.

PRE-BID SITE VISIT REGISTRATION REQUIRED FOR ALL POTENTIAL BIDDERS:

Register via email for the site visit within 48 hours of the start time to Eugenia.J.Corder@usace.army.mil.

Please include the following information in your email: (1) number of participants from your firm attending the site visit, (2) a primary point of contact from your firm to include their title, telephone number, and email address. The subject of your email message shall be addressed as follows:

Registration Request for Pre-Bid Site Visit, Solicitation W912P5-17-B-0003.

5. QUESTIONS: Questions resulting from the site visit must be submitted to Eugenia Corder via email at Eugenia.J.Corder@usace.army.mil by close of business, 30 January 2018.

Questions from the Second Site Visit must be submitted to Eugenia Corder via email at Eugenia.J.Corder@usace.army.mil by close of business, 24 May 2018

6. SPECIFICATIONS AND DRAWINGS: The complete Specifications and Drawings are provided as separate files and are available to download on Federal Business Opportunities (FBO) website, www.fbo.gov.

Questions concerning IFB documents should be submitted in writing to Eugenia Corder via email at Eugenia.J.Corder@usace.army.mil

7. BIDDER’S QUALIFICATIONS: To establish responsibility, the apparent low bidder will be required by the Government to submit information used by the Contracting Officer to determine responsibility.

Bidders may elect to submit the necessary information with their bid package and are encouraged to do so in the interest of time and efficiency; but are neither penalized for not doing so, nor rated on any information provided. If responsibility information is provided with the bid package, it must be sealed in a separate envelope marked “Responsibility Information”, and it will not be opened or reviewed prior to establishment of the apparent low bidder. If not included in the bid package, the required information must be provided to the Contracting Officer within four (4) calendar days.

The banking reference shall include the financial institution’s legal name, complete physical address, a point-of-contact (POC) at the financial institution, the POC’s telephone number, fax number, and email address.

The past performance references shall include firm’s name, the contract number, the contract period of performance and/or contract completion date, the contract’s aggregate value, a brief description of the project, a POC, the POC’s telephone number, fax number, and email address.

8. PUBLIC OPENING OF BIDS: Bids will be publicly opened on the date and time set for bid opening in Block 13A of the SF 1442. The location of the bid opening is the Estes Kefauver Federal Building, USACE Contracting Division, Bid Opening Conference Room A-681 (6th floor), 110 9th Avenue South, Nashville, Tennessee, 37203. The content will be made public for the information of bidders and others interested, who may be present.

9. AMENDMENTS PRIOR TO DATE SET FOR CLOSING OF INVITATION FOR BID: The right is reserved as the interest of the Government may require, to revise or amend the specifications or drawings or both prior to the date set for submission of bid. Such revisions and amendments, if any will be announced by an amendment or amendments to this Invitation for Bid (IFB). If the revisions and amendments are of a nature which requires material changes in quantities or prices proposed or both, the date set for receipt of bids may be postponed by such number of days as in the opinion of the issuing officer will enable bidder to revise their bid. In such cases, the amendment will include an announcement of the new date for receipt of bid.

10. NOTICE TO BIDDER– USE OF CLASS I OZONE-DEPLETING SUBSTANCES:

(a) In accordance with Section 326 of P.L. 102-484, the Government is prohibited from awarding any contract which includes a specification or standard that requires the use of a Class I ozone-depleting substance (ODS) identified in Section 601(a) of the Clean Air Act, (42 U.S.C 767a(a)), or that can be met only through the use of such a substance unless such use has been approved, on an individual basis, by a senior acquisitions official who determines that there is no suitable substitute available.

(b) To comply with this statute, the Government has conducted a best effort screening of the specifications and standards associated with this acquisition to determine whether they contain any ODS requirements. To the extent that ODS requirements were revealed by this review, they are identified below with the disposition determined in each case.

ODS Identified Specification/Standard Disposition: “None”

(c) If the bidder possesses any special knowledge about any other ODSs required directly or indirectly at any level of contract performance, the U.S. Army would appreciate if such information were surfaced to the Contracting Officer for appropriate action. To preclude delay to the procurement, the bidder should provide any information as soon as possible after release of this IFB and prior to the submission of bids to the extent practicable. It should be understood that there is no obligation on the bidder to comply with the request and that no compensation can be provided for doing so.

11. SYSTEM FOR AWARD MANAGEMENT (SAM) REGISTRATION: Contractors must be registered in the System for Award Management (SAM) database (www.sam.gov) to receive an award.

Contractors shall have representations and certifications completed in SAM OR provide completed representation and certification applicable provisions as listed in 52.204-8 of this solicitation.

For SAM Customer Service contact:

Federal Service Desk URL: https://www.fsd.gov/fsd-gov/home.do Hours: 8am - 8pm Eastern Time US Calls: (866) 606-8220 International Calls: (334) 206-7828

12. POC FOR COMMUNICATIONS: Any communications regarding this procurement must be made in writing to the Contracting Division, Attn: Eugenia Corder via email at Eugenia.J.Corder@usace.army.mil or by facsimile at (615) 736-7124. Inquiries must identify the solicitation number, the requestor’s company name, address, email address, telephone and facsimile numbers to include area code.

Phone calls or requests to arrange meetings at the Nashville District during the solicitation period to discuss project requirements or company’s capabilities will not be allowed.

13. BIDDER’S ADDRESS: Prospective bidders should indicate in the offer, the address to which correspondence should be mailed, if such address is different from that shown for the bidder.

14. BID DOCUMENTS: The following documents and information must be submitted with the IFB in original and one (1) copy:

(a) SF 1442, Solicitation, Offer and Award for CLIN 0001

(b) Representations and Certifications, unless bidder has SAM representations and certifications

(c) Solicitation amendments acknowledged, if applicable

(d) Tax Payer ID Number

(e) Cage Code

(f) DUNS Number

(g) Bid Bond

NOTE: The following is required from the successful low bidder prior to actual award of the contract: (1) Copy of Teaming or Partnering agreement or Joint Venture agreement (if applicable) if chosen as the successful contractor (prior to award); (2) A minimum of one (1) banking reference for their firm and a minimum of three (3) past performance references for similar contracted work.

15. This is a Total Small Business set aside. In accordance with FAR Provisions 52.236-1, Performance of Work by the Contractor, by submission of an offer and execution of a contract, the Offeror/Contractor agrees that the Contractor shall perform on the site, and with its own organization, work equivalent to at least 15% percent of the total amount of work to be performed under the contract if for general construction; and work equivalent to at least 25% if construction by special trade contractors.

16. WHERE TO SUBMIT THE IFB: Bidders shall submit sealed IFB packages to the USACE address listed below. Receipt of delivery is highly recommended. The Government will accept sealed IFB packages prior to the due date. It is highly recommended that IFB packages be received at the address listed below at least one day prior to due date to avoid a possible late bid situation. The Government will accept hand delivered packages until the time of bid closing. The Government must be in receipt of your IFB by the public bid opening time set forth in Block 13A of the SF 1442.

If being sent via courier or U.S. Postal Service:

U.S. Army Corps of Engineers Nashville Contracting Branch, CELRN-RC-N ATTN: Eugenia J. Corder 110 9th Ave. South, Room A405 (Mailroom) Nashville, TN 37203 Nashville, TN 37203-3817

17. BASIS FOR AWARD: Award will be made to the responsible bidder whose bid, conforming to the invitation, is the most advantageous to the Government based on price.

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

AMENDMENT 0001

1. The purpose of this amendment is to revise the site visit meeting location and update the issued by address

(SF1442 BLOCK 6).

2. Please disregard the modified Wage Determination listed in this summary of changes for this amendment. The current wage rate for KY187 dated 05 January 2018 remains unchanged.

AMENDMENT 0002

This purpose of this amendment is to:

1. Post minutes from the Pre-Quote/Site Visit;

2. Include asbestos report and attach drawings for Tract 318 and 319.

3. Remove document ECIFP.pdf

4. Questions received during the question period will be answered in a subsequent amendment.

5. Update FAR clause 52.252-3.

6. All other terms and conditions remain the same.

AMENDMENT 0003

This purpose of this amendment is to:

1. Extend the IFB Opening due date to allow the Government time to answer questions received during the question period from the Site Visit held on 25 January 2018. The IFB Opening date has been extended from 7 March 2018 to 12 June 2018 due to the discovery of overhead utilities that require relocation prior to onsite work.

2. FAR clause 52.252-3 has been updated.

3. All other terms and conditions remain the same.

AMENDMENT 0004

This purpose of this amendment is to:

1. Post Q&A from the Initial Pre-Bid Site Visit;

2. Post information about a second Site Visit scheduled for 23 May 2018 at 2:00 PM local time (Eastern Time Zone) at the Mayor’s office located at 402 West Main Street, Cumberland, KY 40823;

3. Question period is extended until 24 May 2018 at 10:00 AM Central Time. If necessary, additional questions will be answered in a forthcoming amendment;

4. Revise Bid Schedule:

5. Attach revised Technical Specifications and Drawings with Summary of Changes;

6. Attach Geotechnical Report:

7. Update Instructions to Bidders and Additional Documents Section, FAR clause 52.252-3 and DFARS clause 252.236-7001.

(End of clause)

SECTION 00700 - CONTRACT CLAUSES

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

U.S. Corps of Engineers – Nashville District Sheet Identification SSB Replacement Folio.pdf Sheet G-01 Layout Map SSB Replacement Folio Sheet C-01 Disposal Site Location Map SSB Replacement Folio Sheet C-02 Demolition Plan SSB Replacement Folio Sheet C-03 Typical Sections SSB Replacement Folio Sheet C-04 Utility Relocation Plan SSB Replacement Folio Sheet C-05 (REVISED) Waterline Profile Shepherd St. SSB Replacement Folio Sheet C-06 Plan and Profile SSB Replacement Folio Sheet C-07 Signing and Stripping Plan SSB Replacement Folio Sheet C-08 Maintenance of Traffic SSB Replacement Folio Sheet C-09 Shepherd Street Detour Erosion Control Notes SSB Replacement Folio Sheet C-10 (REVISED) Pavement Elevation Details SSB Replacement Folio Sheet C-11 Roadway Drainage Plan SSB Replacement Folio Sheet C-12 Drainage Profiles SSB Replacement Folio Sheet C-13

Cross Sections SSB Replacement Folio Sheet C-14 Cross Sections SSB Replacement Folio Sheet C-15 River Road Paving Location SSB Replacement Folio Sheet C-16 (REMOVED) River Road Paving Plan SSB Replacement Folio Sheet C-17 (REMOVED) Site Plan SSB Replacement Folio Sheet S-01 General Notes and Estimated SSB Replacement Folio Sheet S-02 (REVISED) Quantities Foundation Plan SSB Replacement Folio Sheet S-03 Rear Abutment Plan & SSB Replacement Folio Sheet S-04 Elevation Rear Abutment Wingwall SSB Replacement Folio Sheet S-05 Details Forward Abutment Plan SSB Replacement Folio Sheet S-06 And Elevation Abutment Section SSB Replacement Folio Sheet S-07 Beam Details SSB Replacement Folio Sheet S-08 Beam Details SSB Replacement Folio Sheet S-09 Transverse Section SSB Replacement Folio Sheet S-10 Deck and Approach Slab SSB Replacement Folio Sheet S-11 Reinforcing Plan Final Deck Surface and SSB Replacement Folio Sheet S-12 Screed Elevations Left Parapet Plan and SSB Replacement Folio Sheet S-13 Elevation Right Parapet Plan and SSB Replacement Folio Sheet S-14 Elevation Additional Parapet Details SSB Replacement Folio Sheet S-15 Additional Parapet Details SSB Replacement Folio Sheet S-16 Pedestrian Railing Details SSB Replacement Folio Sheet S-17 Bearing Details SSB Replacement Folio Sheet S-18 Reinforcing Steel List SSB Replacement Folio Sheet S-19

Kentucky Department of Highways Approach Slab SSB Replacement Folio BGX-017-02 Rail System Type 3 SSB Replacement Folio BHS-008-02 Drop Box Inlet Type 13 SSB Replacement Folio RDB-013-06 (Detail Sheet) Drop Box Inlet Type 13 SSB Replacement Folio RDB-014-05 (Frame and Grate Details) Drop Box Inlet Type 13 SSB Replacement Folio RDB-015-03 (Detail & Bar Chart for LID) Drop Box Inlet Type 13 SSB Replacement Folio RDB-016-02 (Pipe Chamber-Grade Condition) Sloped & Flared Headwalls SSB Replacement Folio RDH-020-03 For 12” to 27” Pipe Pipe Bedding for Culverts, SSB Replacement Folio RDI-020-08 Entrance and Storm Sewer Pipe Turf Mat Channel Installation SSB Replacement Folio RDI-014-041 Temporary Silt Fence SSB Replacement Folio RDX-210-02 Curb and Gutter, Curbs SSB Replacement Folio RPM-100-09 And Valley Gutter Silt Trap Type B SSB Replacement Folio 016 Lane Closure Two-Lane SSB Replacement Folio 017 Highway Sidewalk Ramps SSB Replacement Folio 029

Additional documents added:

Amendment 0002 Cumberland KY Asbestos Report.pdf Structure Trace 319 REV.pdf Structure Tract 318.pdf

Amendment 0004 W912P517B0003 Tspecs Am4.pdf W912P517B0003 Plans Am4RevSheets.pdf Geotechnical Report.pdf - For Information Only

REMOVED

Drawing No. Description C-16 River Road Paving Locating C-17 River Road Paving Plan

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