W912DS-16-B-00070006.pdf

W16ROE60531834

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 it to:

Revise and Reissue the Bid Schedule Answ er Questions to propospective bidders for informational purposes only Bid Opening Date is hereby extended to 21-July-2016 at 2:00 P.M. EST

NOTE: Bidders must acknow ledge receipt of this amendment by date specified in the bid (or as amended) by one of the follow ing methods:

In the space provided on the SF 1442, by separate letter, or by signing block 15 below .

FAILURE TO ACKNOWLEDGE AMENDMENT BY DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE

LATE BID, LATE MODIFICATION OF BID, OR LATE WITHDRAWAL OF BID (FAR 14.304)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

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

16C. DATE SIGNED

BY 06-Jul-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 W912DS-16-B-0007

X 9B. DATED (SEE ITEM 11)

06-May-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 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

05-Jul-2016

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-16-B-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

AMENDMENT 0006

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

LEVEE

FFP

All work to construct approximately 313 ft of earthen embankment levee between stations 58+20 and 61+33, including but not limited to embankment, swale, outlet culvert A with headwall, fence and scour protection, seeding and landscaping, and erosion control measures in accordance with drawings and specifications.

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job

FLOODWALL

FFP

All work to construct approximately 518 ft of floodwall between stations 53+78 and 58+96, including but not limited to excavation, shoring, dewatering, backfill, micropile foundations and pile tests, sheet pile, swales, culverts B and C and headwall and tributary storm drain, drainage chambers, grading, seeding and other landscaping, American Legion hall parking lot reconstruction / reconfiguration, erosion control measures and floodwall connection to pump station wet well structure in accordance with drawings and specifications.

0003 1 Job

PUMP STATION

FFP

All work to construct Pump Station GL-5 wet well, including but not limited to excavation, shoring, dewatering, backfill, concrete retaining walls, primary ponding area and segmental concrete block retaining wall, playground relocation, fencing, paving, storm drains, seeding and other landscaping and erosion control measures in accordance with drawings and specifications.

0004 1 Job

SANITARY SEWER RELOCATION

FFP

All work to remove/abandon the existing 8â € sanitary sewer and install a new line, including excavation, shoring, dewatering, backfill, new manholes, connection of existing laterals, tie-in to existing manholes, maintenance of service during construction, testing and permitting in accordance with the drawings and specifications.

0005 1 Job

LIABILITY INSURANCE

FFP

New Jersey Department of Environmental Protection (NJDEP), Middlesex County, and the Borough of Middlesex Liability Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

0006 1,000 Cubic

Yard

HAUL AND DISPOSE OF UNSATISFACTORY

FFP

MATERIAL AT OFFSITE LOCATION All work necessary to haul and dispose of unsatisfactory material at an approved off-site location in accordance with the drawings and specifications, but not including any work in Bid Item 0009.

“Estimated Quantities”

0007 2,000 Cubic

BORROW MATERIAL

All work necessary to obtain borrow material satisfactory for backfill, meeting all state residential requirements, and transport it to the project site in accordance with the drawings and specifications. “Estimated Quantities”

0008 1,000 Cubic

TOP SOIL

All work necessary to obtain top soil, meeting all state residential requirements, and transport it to the project site in accordance with the drawings and specifications. “Estimated Quantities”

0009 2,000 Cubic

CONTAMINATED NON-HAZARDOUS

MATERIAL REMOVAL All work for handling, transport, treatment and off-site disposal of material exceeding NJDEP residential soil cleanup criteria and classified as contaminated non-hazardous (ID27 WASTE), suitable for landfill cover, roadway subbase and recycling facilities, complete. “Estimated Quantities”

0010 1 Job

POWER POLE RELOCATION

FFP

Coordinate with utility owner, design, disconnect, remove and reinstall or install new in locations shown on drawings 3 power/light poles and all attached equipment. Amount shall include all material, labor, equipment and fees necessary to complete the work.

TOTAL AMOUNT CLIN 0001 thru 0010 $________________

NOTES

1. Any bid which is materially unbalanced as to the price for the individual bid items may be rejected.

An unbalanced bid is one which is based on prices significantly less than cost for some work and prices significantly overstated for other work.

2. Bidders are required to bid on all items or their bids will be rejected.

3. Bidders are reminded that they must bid on the issued plans and specifications as amended. Any deviations, conditions or attachments made by the bidders thereto may render the bid non‐ responsive and because for its rejection.

4. CLIN 0005 amount represents the maximum that the contractor shall be reimbursed after all the supporting documents are submitted, only actual expenses will be reimbursed, refer to Section 00 73 00 paragraph 36. No additional time will be permitted to complete CLIN 0005.

QUESTIONS AND ANSWERS

(Questions that may be of general interest to all Offerors and/or the Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or simply revised to clarify and simplify the question(s). Questions and answers are issued to the Offerors “for information only ”and do not revise the solicitation, plans or specifications.).

Bullet 1: Can the box culverts, drainage chamber, and headwall components be precast?

Corps Response: No. The culverts, headwalls and drainage chambers shall be cast‐in‐place.

Bullet 2: The 3 power poles along the American Legion parking lot are noted to be owned by PSEG and electricians have indicated that they cannot move them. Please provide either a list of PSEG approved subcontractors or a bid item allowance for the cost of pole relocation.

Corps Response: As specified on drawing CD‐101 where the power poles to be relocated are shown, the

Contractor shall coordinate with the utility to relocate the poles and attached equipment. Coordination includes identifying subcontractors approved by the utility or having the utility perform the relocation.

Cost for this work was intended to be included with Bid Item 002 Floodwall as part of the American

Legion hall parking lot reconstruction / reconfiguration listed therein. However, a separate bid item will be added for pole relocation.

Bullet 3: Sheet C‐301, please confirm the configuration of the inspection trench. Is it that shown by the dotted or solid lines? What is the required slope of the solid lines?

Corps Response: Please see Notes 2 and 3 on drawing C‐301. Note 2 indicates that the dimensions shown are minimum: 6’ deep and 5’ wide. Note 3 indicates that the trench may be shored, in which case shoring design shall be submitted for approval, or the trench may be an open excavation, in which case the excavation, including side slopes, shall conform to OSHA regulations.

Bullet 4: How thick is the new playground mulch?

Corps Response: Note 7 on landscape drawing L‐101requires mulch to conform to ASTM F1292, providing minimum fall protection in zones around the equipment. Mulch depth is governed by the requirements of the ASTM specification and the fall height, which is listed by the manufacturer for each new piece of equipment. For existing equipment, the fall height shall be determined by the Contractor in accordance with the ASTM spec.