About this file

W912P819B00020_Am_0001

View the file

Other files

File Type Posted
B01_Abstract_of_Bids_19B0020_Signed.pdf PDF
B01_Abstract_of_Bids_19B0020.pdf PDF
A21_W912P819B0020_Am_0002.pdf PDF
A21-W912P819B0020.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 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 your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

0001 Sep 04, 2019

USACE, CONTRACTING DIVISI

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

SEE ITEM 6

W912P8-19-B-0020

21-Aug-2019

The above numbered solicitation for Mississippi River and Tributaries (MR&T), West Jefferson Levee District, Avondale Seepage Control Project, B/L Sta. 391+00 to B/L Sta. 409 +50, Jefferson Parish, LA, is hereby amended as follows:

1.To answer contractors questions.(See attached) 2.To provide specification and drawing changes as stated in the attached continuation.

NOTE: The proposal due date and time of 23 September 2019 at 2:00PM, have NOT been extended. PLEASE ACKNOWLEDGE THIS AMENDMENT AND SUBMIT WITH YOUR PROPOSAL.

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.

16C. DATE SIGNED

Sep 04, 2019

1 8

W912P819B0020 Amendment 0001

Avondale Seepage Control – Contractor Questions and USACE Responses

1. Standard Form 1442, paragraph 10 describes the area of work between B/L STA 387+50 and B/L STA 409+50. Other specification and plan references are between B/L STA 391+00 and B/L STA 409+50.

Please clarify.

USACE Response: The correct area of work is between B/L STA 391+00 and B/L

STA 409+50.

2. The bid bond form provided in the specifications expires on 8/31/19.

Please provide updated form.

USACE Response: Delete the form in its entirety and substitute with the attached updated form

3. Please provide the Government’s estimated quantities for “Job” items, or provide an email address for Mr. John Petitbon per specification section 00700, page 19, paragraph 52.236-1 (e).

USACE Response: Email for Mr. Petitbon is john.b.petitbon@usace.army.mil

4. Specification section 00700, page 20, paragraph 52.236-16 (b) states that the Contractor shall conduct the original survey. Specification section 31 24 00.00 12, page 8, paragraph 1.5.1 (11) states that the Government conducts the original survey.

Please clarify.

USACE Response: The Contractor and the government both take original surveys.

5. Specification section 01 45 04.00 10, page 2, paragraph 3.1 states that the site project superintendent shall be the highest level manager responsible for the overall construction activities at the site and shall maintain a physical presence at the site at all times. Paragraph 3.4.2 of the same section states that the CQC system manager shall be assigned as system manager but may have duties as project superintendent in addition to quality control.

Please confirm that the superintendent and qc manager can be the same person.

USACE Response: Superintendent and QC manager cannot be the same person, but the superintendent can be the alternate QC.

mailto:john.b.petitbon@usace.army.mil

6. Specification section 31 41 16.00 12, page 6, paragraph 2.1 does not state that sheet piles are to be furnished new and unused. Can sheet piles required for the project be used?

USACE Response: Sheet piles shall be new.

7. Are sheet piling required to be coated?

USACE Response: Sheet piling is not required to be coated.

8. Contract drawing C-02 depicts a 22” wide sheet section in the upper left portion of the page. The chart at the bottom of the page specifies a PZ-27 section which is 18” wide. Please clarify.

USACE Response: Section should be 18 and will be updated to show this.

9. Please further clarify the limits of the separator fabric on the typical asphalt section on drawing C-02. We cannot tell if the fabric is placed only under the base course, encases the base course, or is placed under the entire cut section.

USACE Response: Separator fabric is between embankment compacted fill and class II base course.

10. Will vibration monitoring be required?

USACE Response: Vibration monitoring will not be required.

11. If vibration monitoring is required, who is responsible for cost?

USACE Response: Vibration monitoring will not be required.

12. The Wadit sealant detail on drawing C-02 references a PZC interlock. PZ sections are specified. Please clarify.

USACE Response: Detail will be updated to show PZ interlock.

13. Will the contractor be responsible for furnishing and/or installing any type of casing or cutting the sheet pile for the “owner” to relocate his utility lines?

USACE Response: Contractor will not be responsible for furnishing or installing any type of casing for the relocations. All relocations shall be placed above the sheet pile section so no cutting will be necessary.

14. Plan Sheet C-02 – Please provide a width of the asphalt that is to be removed for excavation and sheet pile installation.

USACE Response: Width shall be 4 feet maximum

15. Plan Sheet C-02 – Please provide a dimension indicating how far the new sheet piles are from the existing asphalt.

USACE Response: New sheet piles shall be 1 foot from the edge of asphalt at a minimum.

BID BOND

(See instructions on reverse)

OMB Control Number: 9000-0045 Expiration Date: 8/31/2022

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION ("X" one)

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

MILLION(S) THOUSAND(S) HUNDRED(S) CENTS

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

SU

R

ET

Y

A

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

Prescribed by GSA - FAR (48 CFR) 53.228(a)

FOR (Construction, Supplies or Services)

OBLIGATION:

We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the Sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit of liability is the full amount of the penal sum.

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty (60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10) days if no period is specified) after receipt of the forms by the principal; or (b) in the event of failure to execute such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.

Each Surety executing this instrument agrees that its obligation is not impaired by any extension(s) of the time for acceptance of the bid that the Principal may grant to the Government.

Notice to the surety(ies) of extension(s) is waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

WITNESS:

The Principal and Surety(ies) executed this bid bond and affixed their seals on the above date.

DATE BOND EXECUTED (Must not be later than bid opening date)

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 1 hour to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitations listed therein. The value put into the LIABILITY LIMIT block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

(c) When individual sureties are involved, a completed Affidavit of Individual Surety (Standard Form 28) for each individual surety, shall accompany the bond.

The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal"; and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and "offeror."

SU

R

ET

Y

B

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

C

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

D

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

E

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

F

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

SU

R

ET

Y

G

STANDARD FORM 24 (REV. 8/2016) BACK

SECTION 31 41 16.00 12

Page 6, paragraph 2.1. Delete this paragraph, excluding the Properties of Sections Table, in its entirety and substitute the following therefore:

“2.1 STEEL SHEET PILING

Steel for sheet piling shall conform to the requirements of ASTM A 572/A 572M, Grade 50.

Sheet piling, including special fabricated sections, shall be new and of the type and dimensions indicated on the drawings, and be of a design such that when in place they will be continuously interlocked throughout their entire length. All sheet piling shall be provided with standard pulling holes located approximately 4 inches below the top of the pile, unless otherwise shown or directed. Steel sheet piling shall be hot rolled and shall have the properties equivalent to those listed in the following table:”

DRAWINGS

SHEET IDENTIFICATION No. C-02. Delete this drawing in its entirety and substitute the attached revised SHEET IDENTIFICATION No. C-02 therefore.

Continuation

Am_0001_W912P8 19-B-0020_Avondale Seepage Control Project_Ed 18-068pdf.pdf
“2.1 STEEL SHEET PILING

File details come from the government source that posted it.