W912P520Q0038 Solicitation Amendment 0001_Final.pdf

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Attached to
Kuttawa Sewer Line Replacement Federal contract opportunity
Solicitation number
W912P520Q0038
Issued by
Department of the Army Corps of Engineers Engineering District Nashville

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Other files attached to Kuttawa Sewer Line Replacement, newest first.
File Type Posted
Q9-69-389-Plot.pdf PDF
Q9-69-381-Plot.pdf PDF
Q9-69-385-PLOT.pdf PDF
Q9-69-382-Plot.pdf PDF
W912P5-20-Q-0038 (Kuttawa) TPlans.pdf PDF
W912P5-20-Q-0038 (Kuttawa) TSpecs R1.pdf PDF
W912P520Q0038 Solicitation.pdf.pdf PDF

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W38XDD016724800001

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

W912P520Q0038 KUTTAWA SEWER LINE REPLACEMENT

1. The solicitation is being amended to answ er questions received during the question period.

2. Added four Draw ing Q9-69^381-Plot, Q9-69^382-Plot, Q9-69^385-PLOT, and Q9-69^389-Plot.

3. FAR 52.252-3 is updated

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 06-Aug-2020

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 W912P520Q0038

X 9B. DATED (SEE ITEM 11)

22-Jul-2020

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

07-Aug-2020

CODE

US ARMY CORPS OF ENGINEERS-CELRN-RC-N

DIRECTORATE OF CONTRACTING

110 9TH AVENUE SOUTH, RM A405

NASHVILLE TN 37203

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P520Q0038

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

QUESTIONS & ANSWERS

1. Industry Question: Is the low bid determined by the base or the base plus the option?

Government Response: The low bidder is determined by the base plus all options.

2. Industry Question: Will the entrance into the park be closed or will the contractor have to provide traffic control?

Government Response: Prior to construction, the contractor will coordinate with the COR to have the main gate closed. Contractor will not be responsible for traffic control.

3. Industry Question: Will gasket joint SDR 35 pipe be allowed for the sewer line in lieu of HPDE DR11?

Government Response: Gasket joint SDR pipe will not be allowed for the sewer line. Please use HDPE

DR 11.

4. Industry Question: Will Schedule 40 PVC be allowed for the building drain from the restroom to the manhole in Option 1 – bathroom renovations?

Government Response: PVC sch. 40 pipe will not be allowed for the building drain from the restroom to the manhole in option 1 – bathroom renovations. Image #1, Note 1 on Sheet Q9-69/389 has been amended to correct the discrepancy.

5. Industry Question: Can driveway and roadway repairs be made with concrete or asphalt?

Government Response: Yes, driveway and/or roadway repairs can be made with concrete or asphalt according to the plans (Sheet Q9-69/382) and specs.

6. Industry Question: Will KYTC #9 stone be allowed in lieu of KYTC #10 stone since the quarries in the area do not run #10 stone?

Government Response: Yes, KYTC #9 stone can be used in lieu of #10 stone to bed the sewer line. Sheet Q9-69/382 has been amended to indicate this change.

7. Industry Question: Do the timbers on the south side of the first driveway crossing need to be replaced?

Government Response: Portions of the first two timbers (as shown in Image #3 of Q9-69/387) that must be removed during trench excavation do not need to be replaced. This area shall be graded with topsoil to create smooth transition from the pavement.

8. Industry Question: Sheet I.D. Q9-69/385 indicates 160’ of cast iron pipe between Manhole #2 and Manhole #3. Please clarify if this section of new piping must be cast iron pipe or HPDE.

Government Response: Sheet Q9-69/385 has been amended to remove this note.

9. Sheet I.D. Q9-69/385 indicates that the estimated invert elevations for Manhole #2 and Manhole #3 are the same. Is this accurate?

Government Response: Sheet Q9-69/385 has been amended to correct invert elevations. Note these elevations are approximations and must be verified in the field by the contractor.

10. Industry Question: Are there any underground utilities crossing the sewer line?

Government Response: Sheet Q9-69/381 has been amended to indicate a ¾” water line that crosses the sewer line between Manhole #3 and Manhole #4.

W912P520Q0038

11. Industry Question: Plumbing code requires a backflow preventer in the restroom, but it is not included in the plan set. Is this required for this project?

Government Response: Backflow preventer is installed on the main supply line for the area. Additional backflow preventer is not required at the building.

12. Industry Question: Where is the water shut-off valve for the area?

Government Response: Sheet Q9-69/381 has been amended to indicate main shut-off valve location for the entire recreation area.

13. Industry Question: Will the Corps provide a location to dump excess spoil material?

Government Response: Existing construction material recovered during demolition operations, to include existing pipe, manholes, asphalt, concrete, etc., shall become the property of the contractor and shall be removed from site and properly disposed of according to applicable federal, state and local regulations unless otherwise provided by the Contracting Officer. Though not anticipated, any excess soil shall also become the property of the contractor and shall be disposed of in accordance with federal, state, and local regulations.

14. Industry Question: Will the Corps of Engineers provide a bench mark elevation for the project?

Government Response: Sheet Q9-69/385 has been amended to provide vertical control for construction.

Manhole #4 rim elevation shall serve as vertical control for construction.

15. Industry Question: Would pipe bursting be considered in lieu of dig and replace (open trench)?

Government Response: See paragraph 3.2.4.5 of Section 31 00 00. It is recommended that contractor bids should assume open trench excavation for new sewer line construction. There is no guarantee that a contractor’s proposal for pipe bursting and/or boring and jacking will be approved but it will be considered as per the language provided in the spec.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 0001

W912P520Q0038 KUTTAWA SEWER LINE REPLACEMENT

1. The solicitation is being amended to answer questions received during the question period.

2. Added four Drawing Q9-69^381-Plot, Q9-69^382-Plot, Q9-69^385-PLOT, and Q9-69^389-Plot.

(End of clause)

(End of Summary of Changes)

File details come from the government source that posted it. Updated .