17-R-0009-0001.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

See Page Tw o.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 16-Dec-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 W912P9-17-R-0009

X 9B. DATED (SEE ITEM 11)

08-Dec-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 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 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

16-Dec-2016

CODE

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 4.207

ST LOUIS MO 63103-2833

W912P9 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P9-17-R-0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

AMENDMENT 0001

GENERAL REQUIREMENTS

SECTION 01 22 00.99 15 – Delete this section and replace with the like numbered section which includes the addition of paragraph GRADED A STONE.

CONTRACTOR QUESTIONS

1.) We looked at this breach for the levee district and access is not great by river for stationing 320 to 330 for the A stone. Your design crew might want to consider B stone, C stone, 600lb riprap, or etc that can easily be trucked to the site vs A stone.

Answer: Bid as specified.

2.) Section 01 22 00.99 15- 1.9. Please consider allowing the barge displacement method for stone measurement and payment. Graded stone A can be a 5000 lb stone, and no one wants to haul that size material in a truck due to potential damages to the truck bed, etc.

Answer: See revised section Measurement and Payment 01 22 00.

3.) Section 01 22 00.99 15 measurement and payment. Drawing c 104 has type 1 embankment from EMB t1-04r at 339 +50 to EMB t1-04r at 389+00 for approximately 5000 lf. What if, for example, only 4000 lf is repaired in that reach, is the payment 4000 lf or 5000 lf?

Answer: Reference specification section Measurement and Payment 01 22 00 – “Impervious Embankment Type 1”. Only completed work will be paid for.

Quantities shown on the plans and specs are estimated quantities and do not represent the final quantities.

4.) Please CLARIFY. This is a note from Matthew Neal: At the site visit today the levee district was under the impression that Borrow area 2 from the BCOE set was to be used by our contractor for impervious fill. I explained that the BCOE plans stated that borrow area 2 was pervious material only and therefore was not relevant to our contractor so it was removed. They said that their impression from the samples taken was that borrow area 2 contained impervious material and could be used. Can you double check the type of material that was found in borrow area 2?

The main concern they had was running out of impervious material from borrow area 4. They stated that they are still trying to locate additional impervious borrow for the repairs on the mainline levee.

Answer: Borrow area 4 is currently the only approved borrow source for impervious material that is near the main line breach repair.

5.) The contract documents references requirements to fill scour holes back to existing grade. Also, sheet C-303 references that the Levee District will be placing pervious embankment to existing grade. If the District is placing fill in these scour holes, what is the responsibility of the Contractor under this contract? If we are to place fill, how is it paid? Is it part of impervious embankment type 3?

Answer: The contractor will be responsible for all work excluding the pervious embankment. Referencing sheet C-303 the contractor is responsible for all impervious embankment (type III). Measurement and payment will be made under CLIN 0003 “Impervious Embankment Type III” and CLIN 0004 “Semi- Compacted Impervious Embankment”

Also, what bid item do we include the drainage ditch excavation shown on detail C4, sheet C-303?

Answer: CLIN 0004 “Semi- Compacted Impervious Embankment”

6.) Also, just to clarify, on bid item 0003, the total volume calculated is 141,800 CY, correct? If so, why can’t we simplify the bid form and just bid the one quantity?

Answer: Reference FAR Clause 52.211-18 “Variation in Estimated Quantity”

7.) What is the completion time on this project?

Answer: 210 days.

8.) What is the length of the project?

Answer: 210 days.

9.) Item 13. B. This calls out that an offer guarantee is not required. I believe that is incorrect but just to clarify, is an offer guarantee required or not required?

Answer: NO

10.) Changed Clauses:

CLAUSE REVISED:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 210 Calendar days after Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

*The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

(End of clause)

CLAUSE ADDED:

52.211-18 VARIATION IN ESTIMATED QUANTITY (APR 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified

11.) Attachments:

a.) Bid Schedule Revised b.) Site Visit Sign In Sheet c.) SECTION 01 22 00.99 15

(End of Summary of Changes)