W912BU-16-B-0004_Specs-AM3.pdf

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 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.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

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

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

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

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

W912BU

FY 16 Periodic Nourishment, Townsend Inlet to Cape May Inlet Storm Damage Reduction Proj, Avalon & Stone Harbor, Cape May County, NJ

THIS AMENDMENT DOES NOT EXTEND THE 17 AUGUST 2016 BID OPENING DATE AT 11:00 A.M.

E5CTCSGF

US ARMY ENGINEER DISTRICT, PHILADELPHIA

WANAMAKER BUILDING, 100 PENN SQUARE EAST

PHILADELPHIA, PENNSYLVANIA 19107-3390

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: SANDI FLETCHER

WANAMAKER BUILDING, 100 PENN SQUARE EAST

PHILADELPHIA, PENNSYLVANIA 19107-3390

9A. AMENDMENT OF SOLICITATION

NO.

W912BU-16-B-0004

08/9/2016

9B. DATED (SEE ITEM 11)

07/7/2016

Continued:

This page was intentionally left blank for duplex printing.

Amendment No. 0003

IFB W912BU-16-B-0004

14. DESCRIPTION OF AMENDMENT (continued)

a. BIDDING SCHEDULE: Please delete the Bidding Schedule, in its entirety and substitute the revised Bidding Schedule, annotated Amendment No. 0003, attached hereto.

b. TECHNICAL SPECIFICATIONS:

(1) Section 01 11 00 – SUMMARY OF WORK: Please delete Section 01 11 00 in its entirety and substitute the revised Section 01 11 00, annotated Amendment No. 0003, attached hereto.

(2) Section 32 92 00 – SAND FENCE AND DUNE GRASS: Please delete page Section 32 92 00-5 in its entirety and substitute the revised page of the same number, annotated Amendment No. 0003, attached hereto.

c. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0003. Failure to acknowledge all amendments may be cause for rejection of the bid.

00 10 00-3

BIDDING SCHEDULE

(To be attached to SF 1442)

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

BASE BID:

1. Mobilization and Demobilization 1 JOB LS $____________

Avalon (Sta. 16+08 to 85+00)

2. Structures Monitoring 1 JOB LS $____________

3. Beachfill 145,000 CY $______ $____________

4. Pedestrian Dune Crossover 2,925 SF $______ $____________

5. Handicap Dune Crossover 70 SF $______ $____________

6. Split Rail Fence 930 LF $______ $____________

7. Sand Fence 4,900 LF $______ $____________

8. Dune Grass 4,360 SY $______ $____________

9. Name the State of New Jersey and Borough of Avalon as additional insured under General Liability Insurance 1 JOB LS $____________

Stone Harbor (Sta. 255+00 to 352+38)

10. Structures Monitoring 1 JOB LS $____________

11. Beachfill 210,000 CY $______ $____________

12. Pedestrian Dune Crossover 4,975 SF $______ $____________

13. Vehicle Dune Crossover 915 SF $______ $____________

14. Handicap Dune Crossover 680 SF $______ $____________

15. Split Rail Fence 1,725 LF $______ $____________

00 10 00-4

16. Sand Fence 9,400 LF $______ $____________

17. Dune Grass 7,410 SY $______ $____________

18. Name the State of New Jersey and Borough of Stone Harbor as additional insured under General Liability Insurance 1 JOB LS $____________

TOTAL ESTIMATED BASE BID AMOUNT $_________________

OPTIONS:

Avalon (Sta. 16+08 to 85+00)

19. Option 1 - Beachfill 450,000 CY $______ $____________

20. Option 2 – Beachfill 250,000 CY $______ $____________

21. Option 3 - Beachfill 95,000 CY $______ $____________

Stone Harbor (Sta. 255+00 to 352+38)

22. Option 4 – Beachfill 300,000 CY $______ $____________

23. Option 5 – Beachfill 180,000 CY $______ $____________

24. Option 6 - Beachfill 55,000 CY $______ $____________

25. Option 7 (Sta. 210+00 to 255+00)

25a. Beachfill 112,500 CY $______ $____________

25b. Structures Monitoring 1 JOB LS $____________

TOTAL ESTIMATED BASE BID AND OPTIONS AMOUNT $_________________

NOTES:

1. Bidders must bid on all items.

2. Bidders shall list the cost of additional premium, if any, to name the state of New Jersey and the Boroughs of Avalon and Stone Harbor as additional insured under general liability insurance as noted in Section 00 73 00, Paragraph 1.11 INSURANCE REQUIREMENTS.

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE OF SECTION

This section presents a general overview of the work to be accomplished under this contract, including the required order of work, and any restrictions on the completion of the work between Townsends Inlet and Cape May, located in Cape May County, New Jersey.

1.2 DESCRIPTION OF WORK

The project consists of a Base Bid and 7 Options.

a. The Base Bid work involves the hydraulic placement of approximately 145,000 cubic yards of beachfill along the Atlantic Ocean shorefront between Station 16+08 and Station 85+00 in the Borough of Avalon and approximately 210,000 cubic yards between Station 255+00 and Station 352+38 in the Borough of Stone Harbor, in Cape May County, New Jersey.

b. The Borough of Avalon has three options that may be awarded. Option 1 consists of a 450,000 CY Beachfill from Station 16+08 through Station 85+00. Option 2 is a 250,000 CY Beachfill from Station 16+08 through Station 85+00, and Option 3 is a 95,000 CY Beachfill from Station 16+08 through Station 85+00.

c. The Borough of Stone Harbor has three options that may be awarded.

Option 4 consists of a 300,000 CY Beachfill from Station 255+00 through Station 352+38. Option 5 is a 180,000 CY Beachfill from Station 255+00 through Station 352+38, and Option 6 is a 55,000 CY Beachfill from Station 255+00 through Station 352+38.

d. Option 7 consists of a 112,500 CY Beachfill from Station 210+000 through Station 255+000.

e. Pre-placement condition surveys, as specified in Section 01 71 23 SURVEY REQUIREMENTS, will determine the exact location and quantity of beachfill material required within the limits indicated, and will be a determining factor in award of options for additional quantities of beachfill. Where options for additional beachfill are awarded, the additional beachfill will be placed immediately after the initial quantity.

f. The Base Bid work includes, in addition to beachfill: re-construction of soil aggregate handicap, pedestrian, and vehicle crossovers; installation of split rail fence; repair of timber handicap dune crossovers; sand fence installation; and planting of dune grass.

g. The approved borrow areas for beachfill to be placed in Avalon and Stone Harbor are located in Townsends and Hereford Inlets as shown on the plan sheets. All material for beachfill work performed under this contract shall be obtained from these borrow areas. Beachfill material from any other source including trucking from upland sources will not be considered under this contract.

Section 01 11 00 Page 1

1.3 CONTRACTOR ACCESS

Access to the work site is available by land and water. Access to the beach for land based equipment shall be at the locations indicated on the drawings. Access to the approved borrow areas is by water only.

Document the original conditions of the access area and route by taking detailed photographs of those areas prior to starting work. See Section 01 32 33 CONSTRUCTION PHOTOGRAPHY for additional requirements.

Repair damage to the roads due to truck traffic or other Contractor operations, subject to the Contracting Officer's approval, at no additional cost to the Government.

1.4 WORK HOURS

The Contractor may work 24 hours per day, 7 days per week, to complete the beachfill contract work. However, the Contractor shall be required to comply with local codes regarding work hour ordinances and noise at all times during ancillary contract work. The Contractor shall be required to equip his land-based equipment with noise suppression equipment if so directed by the COR.

1.5 RESTRICTIONS ON WORK

See Section 01 57 20 ENVIRONMENTAL PROTECTION for performance time and environmental restrictions associated with this project.

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer.

1.7 EXISTING UTILITIES

The existing utility locations shown on the drawings are approximate and not complete. The Contractor is responsible for field verifying all existing utility locations, including those not shown on the drawings.

For marking underground utility lines, call for free markouts a minimum of 3 work days before you dig at 811 or 1-800-272-1000.

1.8 CONTRACTOR'S WORK LIMIT

The Contractor's work limit is as shown on the contract drawings. The Contractor shall not enter upon, affect, or damage, in any way, areas and structures outside that limit of work. The Contractor shall execute his work with extreme care and diligence to prevent damage to any existing utilities or structures. Any existing utilities or structures damaged by contractor operations, regardless of whether intentional or accidental, shall be repaired and restored to original conditions, at no additional cost to the Government.

Section 01 11 00 Page 2

The Contractor will be permitted to remove dune fence and post and rail fence that interferes with equipment operations. If the Contractor removes any dune fencing and/or post and rail fencing or affects any dunes for access, the Contractor shall rebuild the damaged dune, replant any damaged dune grass, and reinstall fencing, as necessary, to restore the area to original conditions, at no additional cost to the Government.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

Section 01 11 00 Page 3

3.4 MEASUREMENT AND PAYMENT

3.4.1 Dune Grass

The work specified in this section for planting and fertilizing of dune grass (beachgrass and spartina paten) will be measured for payment by the square yardage of dune grass successfully planted and accepted. Payment for this work will be made at the contract unit prices for the Bid Items titled "Dune Grass" and shall include all costs in connection therewith.

3.4.2 Sand Fence

The work specified in this section for sand fence will be measured for payment by the linear footage of sand fence installed and accepted.

Payment for this work will be made at the contract unit prices for the Bid Items titled "Sand Fence".

-- End of Section --

Section 32 92 00 Page 5