W911KB21Q0011-0001.pdf

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

Subject solicitation for COE025 Alaska District HQ Pavement Repairs, JBER-Elmendorf, Alaska is hereby amended as follow s:

A. The follow ing pages are hereby superceded by the attached revised pages and addendums to the solicitation.

B. Page 1, SF1442, Proposal Submission Requirements (4 pages), Questions by contractor(s) and Answ ers thereto (Q&A) (1 page), Revised Draw ing C-303. See Summary of Changes for detailed information.

C. The closing time for receipt of quotations is extended to 2:00 p.m. Alaska Time, 21 July 2021.

Point of contact for this amendment is Mr. Woods 907-753-2547 or email at Ernest.L.Woods@usace.army.mil

1. CONTRACT ID CODE PAGE OF PAGES

1 7

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

16C. DATE SIGNED

BY 19-Jul-2021

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 W911KB21Q0011

X 9B. DATED (SEE ITEM 11)

06-Jul-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

19-Jul-2021

CODE

U.S. ARMY ENGINEER DISTRICT, ALASKA

CEPOA-CT-SP

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

COE025 Alaska District HQ Pavement Repairs, JBER-Elmendorf , Alaska. NAICS code: 237310, Size Sandard is $39.5 Million

This project is set aside 100 percent for small businesses. See FAR 52.219-6 elsew here in this solicitation.

DESCRIPTION OF WORK: This project is to construct pavement repairs at U.S. Army Engineer District, Alaska HQ, JBER-Elmendorf, Alaska. All w ork must comply w ith US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1.

The Contractor shall furnish all labor, equipment, supplies, materials, supervision and other items and/or services necessary to accomplish the w ork. Construction w age rates w ill apply.

ERNEST L WOODS III 907-753-2547

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

06-Jul-2021

(RFP)

(IFB)

X

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 ________31 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________21 Jul 2021 (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 of fers 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 _______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, ALASKA

CEPOA-CT-SP

PO BOX 6898

JBER AK 99506-0898

W911KB

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 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: TEL: FAX:

W911KB21Q0011 188

W911KB21Q0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - STANDARD FORM (SF) 1442

The required response date/time has changed from 20-Jul-2021 02:00 PM to 21-Jul-2021 02:00 PM.

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

The following have been added by full text:

SECTION 00 21 00

INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFEROR

1.0 GENERAL INFORMATION

1.1 GENERAL DESCRIPTION OF WORK

1.2 CONTRACT COST MAGNITUDE FOR CONSTRUCTION COSTS

1.3 GOVERNMENT SECURITY REQUIREMENTS

1.4 SMALL BUSINESS SIZE STANDARD/NAICS CODE

1.5 PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

1.6 ALPHA CONTRACTING PROCESS

1.7 OFFERORS QUESTIONS AND COMMENTS

1.8 ACCURACY IN PROPOSALS

1.9 PROPOSAL SUBMITTAL

1.10 PROPOSAL FORMAT

1.11 PROPOSAL SUBMISSION REQUIREMENTS

1.12 BUY AMERICAN ACT ADVISORY NOTICE

1.13 BOND AMOUNT

1.14 SOLICITATION PROVISIONS

1.0 GENERAL INFORMATION

1.1. GENERAL DESCRIPTION OF WORK

This contract is to repair asphalt pavement and concrete sidewalk at various locations at the US Army Corps of Engineers Alaska District Building in Joint Base Elmendorf-Richardson, Alaska. The Contractor will be removing and replacing asphalt pavement and a portion of a concrete sidewalk. All costs associated with the construction of the elements included in the scope of work shall be borne by the Contractor.

1.2. CONTRACT CONSTRUCTION MAGNITUDE FOR CONSTRUCTION COSTS

The construction costs will be subject to the funds available for this project. The estimated range of magnitude for this contract is approximately $100,000 to $250,000.

1.3. GOVERNMENT SECURITY REQUIREMENTS

The Offeror must ensure that ALL mail sent to the Alaska District, U.S. Army Corps of Engineers, either pre-contract or post-contract award, has a return mailing address on the outside of the envelope, package, box, etc.

ANY MAIL addressed to the U.S. Army Corps of Engineers, including but not limited to bids, modifications to bids, proposals, revised proposals, bonds, correspondence, etc., will be REJECTED by the US Army Corps of Engineers mail room facility located at 2204 3rd St, Joint Base Elmendorf-Richardson (JBER), AK 99506, if it does not contain a return mailing address. There will be no exceptions.

1.4. SMALL BUSINESS SIZE STANDARD/NAICS CODE

See Standard Form SF1442 for the small business size standard/NAICS code.

1.5. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

This Request for Quotations (RFQ) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal.

1.6 CONTRACTING PROCESS

This is a negotiated procurement and any agreements reached will become contractually binding.

1.7 OFFERORS QUESTIONS AND COMMENTS

Technical inquiries and questions relating to this solicitation are to be submitted via email to Contract Specialist Mr. Ernie Woods at Ernest.L.Woods@usace.army.mil.

1.8. ACCURACY IN PROPOSAL

The proposal must set forth full, accurate, and complete information as required by this RFP, (including attachments). The penalty for making false statements is prescribed in 18 U.S.C. 1001.

1.9. PROPOSAL SUBMITTAL

As of the RFQ issuance date, USACE Alaska District has limited access to Bldg 2204. As a result, offerors will be required to submit proposals electronically via AM#1 DoD Secure Access File Exchange (DoD SAFE) by sending a request for drop off to the following email addresses: Ernest.L.Woods@usace.army.mil and Timothy.L.Clapp@usace.army.mil AM#1 This request must include the following: W911KB21Q0011 Repair asphalt pavement and concrete sidewalk at various locations at the US Army Corps of Engineers Alaska District Building in Joint Base Elmendorf-Richardson, Alaska. This request must be received no later than two (2) work days prior to the proposal due date. The link to drop off the proposal will be valid until the due date and time for proposal receipt. Offerors must submit proposals to be received no later than the date and time started on the Standard Form (SF) 1442 or subsequent solicitation amendment. Questions concerning proposal receipt can be directed to the Contract Specialist/Contracting Officer listed in the solicitation.

(a) Modifications to pricing (Volume 2, Tab A) may be emailed to Ernest.L.Woods@usace.army.mil and Timothy.L.Clapp@usace.army.mil however, the Offeror must ensure that any pricing modifications reach the inbox of the personnel noted in this paragraph no later than the date and time established for receipt of proposals.

Questions concerning proposal receipt can be directed to the Contract Specialist/Contracting Officer listed in the solicitation.

1.10. PROPOSAL FORMAT

(a) Text: 8 ½” x 11” format, using 10 point or larger font size. Proposal should contain a Title Sheet on the cover for ready identification of the proposal and a full table of contents, separated by Tabs, as prescribed herein.

It is recommended that the proposal information be presented in the same relative format as the submission requirements are listed, and the paragraph number from the submission requirements be used in the heading for the respective section/paragraph where the information is being provided.

(i) The prime’s name, address, a signature of the official that can bind the firm and a telephone number shall appear in the lower left corner of the title page of any document/volume to be evaluated.

(ii) Section and date submitted shall appear in the bottom right corner of each page (along with the revision number for the amended page, if necessary). Please number pages.

(b) A cover letter should be provided as the first page of the price proposal and should include the following:

(1) Solicitation number

(2) Name, address and telephone and electronic address of the firm signing the SF1442.

(3) Names, titles, telephone, and e-mail address of person(s) authorized to negotiate on the firm’s behalf with the Government in connection with this solicitation.

(4) Name, title, and signature of the person authorized to sign the proposal.

(5) A statement specifying agreement with all terms, conditions, provisions included in the solicitation and agreement to furnish any and all items upon which prices are offered at the proposed item prices.

(6) Proposal Revisions: If required to submit a final proposal revision, the accompanying cover letter shall identify all changes made to the firm’s initial proposal.

1.11. PROPOSAL SUBMISSION REQUIREMENTS

A proposal shall be developed and submitted in two parts: (a) Technical Proposal (Volume 1), and (b) Pricing and Pro Forma Information (Volume 2). The proposal shall contain the required pricing and Pro Forma requirements listed below.

AM#1

VOLUME 1 – TECHNICAL PROPOSAL

Rating:

Factor 1 Experience Acceptable/Unacceptable Factor 2 Past Performance Acceptable/Unacceptable

(a) The contractor shall demonstrate recent, relevant experience on projects with similar features, magnitudes and complexities. Provide a description of the project and a point of contact including phone number for each project to be considered. Offerors may identify state and local government and private contracts that are similar to the Government’s requirements for this RFP. Submit projects that are currently well underway (at least 50% construction progress completed) or completed and turned over no longer than three (3) years preceding the date of this Solicitation. Submit at least two projects and no more than three projects for the contractor of similar projects in scope, complexity, and magnitude. If the contractor does not submit similarly sized projects in the last 3 years, they will receive a neutral rating.

VOLUME 2 – PRICING AND PRO FORMA INFORMATION: Organize the material sequentially under the following tabs:

VOLUME 2, TAB A: COST PROPOSAL

The cost information supporting the Technical Proposal shall be in the form of the proposal schedule contained in the front of this solicitation. You must provide adequate information for evaluating the cost proposal.

Additionally, your proposal must be broken down in sufficient detail to permit analysis of direct labor costs, material, equipment, subcontracting costs, other costs, overhead and profit. NO LUMP SUM PRICING. The cost proposal will be supported by a Basis of Estimate/Assumptions List used in developing the cost proposal.

Any deviations from the basis of design identified in the design documents (if applicable) will be specifically addressed. The initial review of the Cost Proposal will result in a determination as to reasonableness and affordability compared to the independent government estimate. Include the signed SF 1442 and a completed Proposal Schedule.

TAB B: REPRESENTATIONS AND CERTIFICATIONS: Submit complete Representations and Certifications included by full text in Section 00 45 00. List any changes to SAM (System for Award Management) system in 52.204-7 for FAR Clauses and 252.204-7004 for DFAR clauses.

TAB C: Corporate Certificates / LLC Documents: Provide applicable Corporate Certificate. If an LLC, provide Certificate of Organization, Articles of Organization and LLC Operating Agreement.

1.12. BUY AMERICAN ACT FOR ADVISORY NOTICE

Your attention is invited to Provision 52.225-10, Notice of Buy American Act Requirement-Construction Materials. You are advised to inform your potential subcontractors and suppliers of the Buy American Act requirements contained in this solicitation. Subparagraph (b) of the clause provides instructions for pre-award determinations as follows: “Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American Act 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 Act 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.” In accordance with FAR Part 25 Foreign Acquisition, subpart 25.205 entitled Post Award determinations, subparagraph (a), if a contractor requests a determination regarding the inapplicability of the Buy American Act after contract award, the contractor must explain why it could not request the determination before contract award or why the need for such determination otherwise was not reasonably foreseeable.

1.13. BOND AMOUNT

Offeror Guarantee: The requirements for an Offer Guarantee as required in FAR Clause 52.228-1 Bid Guarantee (Sep 1996) are hereby waived. However, the offeror must submit a letter from their bonding company indicating the offeror’s ability to obtain performance and payment bonds in the amount of the proposal price.

1.14. SOLICITATION PROVISIONS

SECTION SF 30 - BLOCK 14 MODIFICATION CONTINUATION PAGE

The following have been added by full text:

QUESTIONS BY CONTRACTORS AND ANSWERS (Q&A)

W911KB21Q0011 Amendment 0001

Q1: From the scale plan view of the sidewalk on the left side of C-303, it appears the sidewalk is 6' wide.

Typical Concrete Cross Section Detail G6/C-303 shows the sidewalk to be 4' wide.

A1: The sidewalk must be replaced at the existing width which is 8’ wide, not the 4 ft width shown on sheet C- 303/Detail G6.

Q2: May we submit our proposal some other way than DoD Safe?

A2: Yes. Please see revised Proposal Submission Requirements. You may email your proposal to Contract Specialist Ernest Woods at Ernest.L.Woods@usace.army.mil and copy Contracting Officer Tim Clapp at Timothy.L.Clapp@usace.army.mil

No further questions will be entertained.

End of Q&A

(End of Summary of Changes)

12" MIN. CLASSIFIED MATERIAL 95%

COMPACTION

4" TOPSOIL AND

SEEDING

4" P.C.C. W/ 6x6 W2.0 X

W2.0 CENTERED IN SLAB

1%

MIN. 4"

EXISTING WIDTH

APPROXIMATELY 7.75'

EXISTING CURB

AND GUTTER

EXPANSION JOINT SEE DETAIL

G10/C-303

NOTES:

1. REMOVE ENOUGH MATERIAL TO INSTALL THE REQUIRED CLASSIFIED MATERIAL. CARE MUST BE TAKEN TO NOT UNDERMINE THE EXISTING SIDEWALK AND CURB AND GUTTER. PREPARE AND COMPACT THE TOP 6 INCHES OF SUBGRADE TO 95% OF THEORETICAL MAXIMUM DENSITY WITHIN 1% OF OPTIMUM MOISTURE CONTENT. COMPACT THE CLASSIFIED MATERIAL WITH MAXIMUM LIFT THICKNESS OF 8 INCHES TO 95% OF THEORETICAL MAXIMUM DENSITY WITHIN 1% OF OPTIMUM MOISTURE

CONTENT.

2. PROVIDE TOOLED CONTRACTION JOINTS EVERY SPACED IN A MANNER THAT THE DISTANCE BETWEEN JOINTS IS 1.0 TO 1.25

TIMES THE WIDTH OF THE SIDEWALK.

3. MATERIALS:

a. WELDED WIRE FABRIC: ASTM A1064

b. CAST-IN-PLACE CONCRETE: f'c = 4,500 PSI MINIMUM

4. REINFORCED CONCRETE:

a. WATER/CEMENT RATIO: 0.45 MAXIMUM

b. SLUMP: 2" - 4"

c. AIR CONTENT: 4.5% - 7.5%

d. NOMINAL MAXIMUM AGGREGATE SIZE: 3

4"

e. FINISH: LIGHT BROOM

f. CURING COMPOUND MUST BE WHITE PIGMENTED CURING COMPOUND MEETING

ASTM C309, TYPE 2.

5. TOPSOIL SHALL BE NATURAL, FRIABLE SOIL REPRESENTATIVE OF PRODUCTIVE, WELL-DRAINED SOILS IN THE AREA, FREE OF STUMPS, ROCKS LARGER THAN TWO INCH DIAMETER, BRUSH, WEEDS, TOXIC SUBSTANCES, AND OTHER MATERIAL

DETRIMENTAL TO PLANT GROWTH.

6. ONCE THE TOPSOIL IS PLACED, COMPACT WITH A LAWN ROLLER NOT EXCEEDING 90 LBS FOR EACH FOOT OF ROLLER WIDTH TO ELIMINATE SOFT AREAS IN THE FINISHED GRADE, ENSURING THE TOPSOIL DEPTH IS A MINIMUM OF 4 INCHES. PLACE SEED WITH HYDRO-SEEDING METHOD. HYDRO-SEEDING MUST CONTAIN SEED, FERTILIZER, WATER AND FIBER (WOOD CELLULOSE FIBER, PAPER FIBER OR RECYCLED PAPER). DO NOT SEED WHEN GROUND IS MUDDY, FROZEN OR SNOW COVERED. CONTRACTOR MUST PROTECT AND MAINTAIN THE GRASS, KEEPING THE GRASS SEED WET WITHOUT RUNOFF ENSURING THAT THE SEED DOES NOT DRY OUT DURING THE GERMINATION PERIOD. THE CONTRACTOR MUST PROTECT THE

AREA AGAINST TRAFFIC AND OTHER USE.

7. PROVIDE GRASS SEED THAT MEETS THE FOLLOWING REQUIREMENTS:

VARIETY PERCENT (BY WEIGHT)

ANNUAL RYEGRASS 5

NUGGET KENTUCKY BLUEGRASS 30

ALENE KENTUCKY BLUEGRASS 25

BOREAL RED FESCUE 40

1/4"

3/4"

JOINT SEALANT MEETING ASTM

D 5893 TYPE NS

1-3/8"

PREFORMED EXPANSION JOINT FILLER FOR

FULL THICKNESS OF SLAB

MEETING ASTM D1751

3/8"

7/8" DIAMETER

BACKER ROD

EXISTING CONCRETE

SIDEWALK

EXPANSION JOINT SEE DETAIL

G10/C-303

NEW CONCRETE

SIDEWALK

EXCAVATION LIMITS SEE

NOTE 1

CLASSIFIED MATERIAL

COMPACTED TO 95%

VERTICAL AS

POSSIBLE

12" MINIMUM

8.3

8.3

8.3

8.3

8.3

8.3

8.3

8.3

8.4

7.9

7.6

7.4

7.2

7.1

7.0

7.0

6.9

6.7

8.2

8.3

8.7

8.8

8.8

8.8

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8.8

8.8

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8.1

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7.8

8.1

8.3

8.6

8.7

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8.8

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8.9

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9.8

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7.2

7.3

7.3

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CONTOUR INTERVAL = 0.25'

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