A22_16-T-0027_Devils_Lake_Trench_Amendment_0002.pdf

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Attached to
Devils Lake Trench Drain Federal contract opportunity
Solicitation number
W912ES-16-T-0027
Issued by
Department of the Army Corps of Engineers Engineering District St Paul

About this file

Amendment is to provide responses to questions asked regarding the contract and to extend the closing date to 3 May 2016 at 10AM CDT

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A22_16-T-0027_Amendment.pdf PDF
A22_16-T-0027_LrgScale_drawings.pdf PDF
A10_16-T-0027_Dvls_Lke_Drnge_Specs _Boring_Logs _ _Plans.pdf PDF
A22_16-T-0027_Dvls_Lke_1442.pdf PDF

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W81G6753354350

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

The purpose of this Amendment is to provide responses to questions asked regarding the contract and to extend the closing date to 3 May 2016 at 10AM CDT

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 27-Apr-2016

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 W912ES-16-T-0027

X 9B. DATED (SEE ITEM 11)

17-Mar-2016

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

27-Apr-2016

CODE

CONTRACTING DIVISION

USACE - ST. PAUL

180 5TH STREET E SUITE 700

ST. PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES-16-T-0027

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 & RESPONSES

1. Page 9 of 50 Paragraph 12 A – Discusses the items that are to be incidental to the Trench Drain line item.

a. Stripping vegetation, topsoil …, stockpiling stripped material on‐site for later use, dewatering, topsoil, soil amendments, seed, …

i. On a recent site visit it appears that there isn’t much topsoil currently onsite in the areas that are to be disturbed, it appears that there is a more clayey material. So is it to be understood that we should plan to import 4” of topsoil for the roughly 2 acres of area that will be disturbed and restored?

RESPONSE: It wasn't expected there would be enough topsoil, and what topsoil is in place will be difficult to strip and reuse due to the soft conditions, thus the paragraph about importing topsoil.

Please verify quantity as the trench drain area is approx. 1 ac.

ii. It also states that soil amendments are incidental. I don’t see any type of soil amendments required further in the specs. to be done on either the existing or imported topsoil, if soil amendments are desired we will need more direction as to what type and how much?

RESPONSE: Soil amendments will not be necessary for imported topsoil.

2. Page 15 of 50 Paragraph 15 – Trench Drain Backfill Material

a. Is there a particular reason to utilize the sand material to backfill the trench rather than a “Pearock” which is the type of material normally used around a trench drain?

RESPONSE: Yes, this gradation was chosen to meet filter requirements with the surrounding soils

3. Page 13 of 50 Paragraph 19a – Backfilling and Compaction

a. … shall be mechanically compacted to 100 percent of standard Proctor maximum density ASTM D698… It seems to us that compacting the trench drain material to 100% would be unreasonable due to the fact that the purpose of the material is to allow water to flow through it to the trench drains. If compacted to 100% I believe that the material would become tight and in the long run not allow the water to flow as desired. It would also be tough to get 100% compaction in a “jello” trench, I don’t believe this would be very achievable. Please review with comments?

W912ES-16-T-0027

RESPONSE: Paragraph 19a is titled "PVC pipe" and only pertains to the PVC discharge pipe and not to the corrugated HDPE pipe in the trench drain (see CS101 and CS501). As stated in paragraph 19c, compaction is not required for the trench drain backfill material if a trencher machine is used to install the HDPE, otherwise 92 percent of standard proctor density is required.

4. Page 33 of 50 – Completion dates for the project don’t seem to correspond with the normal seeding dates. This raises some concerns for the watering and getting the seed to grow during the hottest months of the year. It would seem more reasonable to adjust the completion dates to having the interim work completed by September 15 and the final completion date could remain the same or be adjusted slightly. Please comment?

RESPONSE: The dates that are mentioned in the specs are adequate. According to NDDOT Specs seeding with the late season permanent seed mix can be done after Aug 10. This will allow adequate time to seed and water until the completion date of Sept 30.

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 28-Apr-2016 10:00 AM to 03-May-2016 10:00 AM.

(End of Summary of Changes)

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