W912P4_16_B_0003-U0001-Barcelona-Solicitation_Amendment_1.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

The purpose of this amendment is to provide: answ ers to questions, site visit sign-in sheet (copy), changes to bid form schedule/sheet, and changes to specification. This amendment also provides data files of the project area. See attachments provided in FBO. The response date and time is not extended.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY 16-Jun-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 W912P4-16-B-0003

X 9B. DATED (SEE ITEM 11)

20-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

16-Jun-2016

CODE

CONTRACTING BRANCH

1776 NIAGARA STREET

BUFFALO NY 14207-3199

H5P0A10 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P4-16-B-0003

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 AND ANSWERS

QUESTIONS AND ANSWERS

Question 1: “…could (the USACE) please pass along digital sounding data for the surveyed areas in

Barcelona Harbor. XYZ format would be great.”

Answer 1: In accordance with the 01 35 13 paragraph 1.2.5.2 Physical Conditions and paragraph 3.1

Contractor Responsibilities, the following information is provided:

‐ vessel mounted lidar data is not available

‐ Information that is available:

‐ multibeam data on the inside and outside of the breakwater structure in the failure area

‐ some singlebeam data inside of the breached cell, but the bottom results are particularly questionable due to the concrete cap debris on the bottom

‐ .xyz file for the depths around the Barcelona wall failure. Coordinates are in NAD83, New York State Plane Coordinate System‐New York West, US Survey Feet. Depths are in

IGLD85 feet.

‐ Files that are provided include:

‐ Barcelona 2014‐2016 Failure Area Comparison.pdf

‐ Barcelona 2016 Failure Area.pdf

‐ Barcelona Wall Failure Area for Contractor.xyz

Question 2: “would it be possible to utilize trucks to bring in concrete as opposed to doing so by floating plant?”

Answer 2: Yes, that option can be utilized, if necessary.

Questions 3: “Why did you show the concrete pieces available in Cleveland? Are you trying to get rid of material? Does it have to be used in the work?”

Answer 3: Scrap concrete is available from the Government for use as cell fill. Material is located in

Cleveland Harbor. No, it doesn’t have to be used.

Question 4: “The closet commercial docks are Erie and Buffalo, right?”

Answer 4: Yes, we believe that’s correct.

W912P4-16-B-0003

Question 5: Dive team is required to be 4 man team or is a 5 man team required? Some districts require the 5.

Answer 5: 4 man team as described in EM 385‐1‐1.

(End of Summary of Changes)

AMENDMENT No. 1 W912-P4-16-B-0003

BARCELONA HARBOR

WEST WALL REPAIR

WESTFIELD, NY

UPDATED: BID FORM AND

SPECIFICATIONS

16 JUNE 2016

LIST OF SPECIFICATION SECTIONS THAT HAVE BEEN UPDATED

BID FORM - UPDATED WITH ADDITIONAL OPTION ITEM

01 22 00.00 02 PRICE AND PAYMENT PROCEDURES (ALL PAGES ARE REPLACED)

31 41 16 METAL SHEET PILING - PARAGRAPH 2.1 b, GRADE CHANGED FROM "60" TO 50"

Item Unit No. Description Unit Price

1 Mobilization and Demobilization JA $ (including project signs)

2 Record (As-built) Drawings JA $ (including all surveys)

3 Removals a Existing Sheet Pile Removal JA $ b Wave Absorber Stone JA $ (removal (including debris) & replacement) c Concrete Cap JA $ (removal only)

4 West Wall Repair a Fill (for repaired cell) JA $ $ b Sheet Pile LF $ $ c Connections 4 EA $ $

Total Estimated Amount (Items 1 ~ 4) $

Option "A"

5 New Concrete Cap JA $

Option "B"

6 Cap Stone JA $

Total Estimated Amount (Items 1 ~ 6) $

(Cont.)

Quantity Amount

SECTION 00010

SOLICITATION, OFFER, AND AWARD (SF1142) AND BIDDING SCHEDULE

Bid will be based upon all work as shown on the contract drawings and in accordance with the specifications.

Estimated Estimated

64.5 -

NOTE 1: BIDS MUST BE COMPLETE AS TO ALL THE ITEMS ON THE SCHEDULE. FAILURE

TO COMPLETE ALL ITEMS ON THE BID SCHEDULE WILL RENDER THE BID NON-

RESPONSIVE.

NOTE 2: FOR BID EVALUATION PURPOSES, TOTAL BIDS WILL BE BASED UPON THE

TOTAL OF ALL BASE BID ITEM AND ALL OPTION ITEMS.

NOTE 3: THE GOVERNMENT WILL AWARD EITHER OPTION "A" OR "B", NOT BOTH. THE

OPTION WILL BE AWARDED WITHIN 60 DAYS AFTER CONTRACT AWARD.

BARCELONA WEST WALL REPAIR AMENDMENT No. 1

FY16BARCWESTWALL W912P4-16-B-0003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 02

PRICE AND PAYMENT PROCEDURES

04/06

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Record (As-built) Drawings

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Removals

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Fill

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 New Concrete Cap (if awarded)

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Cap Stone (if awarded)

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Sheet Pile

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Connections

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 02 Page 1007 06/07/16

SECTION 01 22 00.00 02

PRICE AND PAYMENT PROCEDURES

04/06

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, must be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Section 00700, clause entitled "PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION"

NOTE: Payment for all costs associated with section 01 58 00 PROJECT IDENTIFICATION must be included with the cost of mobilization and demobilization

1.1.1.2 Unit of Measure

Unit of measure: job.

1.1.2 Record (As-built) Drawings

1.1.2.1 Payment

Payment will be made for costs associated with line item "Record (As-built) Drawings" as required in section 01 78 00. The cost of all labor, equipment, and any other items not listed, to obtain all required surveys and photographs must also be included.

1.1.2.2 Unit of Measure

Unit of measure: job.

1.1.3 Removals

1.1.3.1 Payment

Payment will be made for all costs associated with the following Removal line items:

SECTION 01 22 00.00 02 Page 1008

a. Existing Sheet Pile - Removal of all failing sheet pile. Failing sheet pile may be submerged and any costs associated with any additional equipment and personnel required to removed submerged sheet pile must be included. All sheet pile removed will become the property of the Contractor and must be disposed of in accordance with all Federal, State, and local laws.

b. Wave Absorber Stone - Removal of all wave absorber stone that blocks the driving line and could affect the Contractors progress and proper completion of the work, its temporary storage, and replacement to its original design. This includes work to segregate the 2 sizes of stone indicated in section 35 59 14 REMOVALS. This includes any debris or other objects which must be removed and disposed of off site, in accordance will all Federal, State, and local laws.

c. Concrete Cap - Removal of all pieces of the original concrete cap and the temporary storage of the cap. Some or all of the concrete cap may be submerged and any extra cost associated with the removal must be included.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 Fill

1.1.4.1 Payment

Payment will be made for all associated cost for line item "Fill", which includes the furnishing any combination of the following fill types, as chosen by the Contractor, as they meet the specifications. Item (d) includes any breaking of the existing pieces (see section 31 32 23.01 02 BREAKWATER CELL REPAIR) into the required size, and the blending of the pieces with the either NYSDOT No. 3 & No. 4 stone, or NYSDOT 733-21, Heavy Stone Fill. Item (e) is provided to the Contractor at no cost. Any unusable pieces will become the property of the Contractor and must be removed and disposed of off site, in accordance will all Federal, State, and local laws.

For all items, transportation of the materials must be included.

(a) Cell Fill - NYSDOT 703-04, No. 3 or No. 4

(b) Recycled concrete, NYSDOT 733-07 Type A

(c) Recovered Concrete Cap (to be broken as specified)

(d) Government-provided concrete pieces (located in Cleveland Harbor)

1.1.4.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.00 02 Page 1009

1.1.5 New Concrete Cap (if awarded)

1.1.5.1 Payment

Payment will be made for costs associated with line item "New Concrete Cap". This includes all materials required for making the concrete, mixing, delivery, reinforcement, proper installation, and the finishing of the concrete cap.

1.1.5.2 Unit of Measure

Unit of measure: job.

1.1.6 Cap Stone (if awarded)

1.1.6.1 Payment

Payment will be made for costs associated with line item "Cap Stone" (NYSDOT 733-21, Heavy Stone Fill). This includes transportation, any temporary storage, and proper placement as shown on the contract drawings.

1.1.6.2 Unit of Measure

Unit of measure: job.

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Sheet Pile

1.2.1.1 Payment

Payment for sheet piling quantities will be made at the applicable contract price per linear foot for as measured by the plan length of arc of each side of the cell as shown on the contract drawings. Payment will cover all cost of furnishing, handling, storing and installing piling including placing, driving, cutting holes, cut-offs, splices, and other materials and work (including all work required for all diving) incident thereto.

1.2.1.2 Measurement

Sheet piling installed will be measured to the nearest one-half of a linear foot of arc.

1.2.1.3 Unit of Measure

Unit of measure: linear foot.

SECTION 01 22 00.00 02 Page 1010

1.2.2 Connections

1.2.2.1 Payment

Payment will be made at the applicable contract price per each connection of new sheet pile to the existing sheet pile wall. This includes, but not limited to the Y-pile, connecting piece, all welds, and the required grout. Payment will cover all cost of furnishing, handling, storing, installing, and grout (including mixing), and other materials and work incident thereto.

1.2.2.2 Measurement

Measurement will be made based upon the number of connections completed.

1.2.2.3 Unit of Measure

Unit of measure: ea. (each)

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 02 Page 1011

BARCELONA WEST WALL REPAIR

FY16BARCWESTWALL

AMENDMENT No. 1 W912P4-16-B-0003

SD-06 Test Reports

Materials Tests Interlocked Joint Strength in Tension Test

SD-11 Closeout Submittals

Pile Driving Record

1.4 QUALITY ASSURANCE

1.4.1 Material Certificates

For each shipment, submit certificates identified with specific lots prior to installing piling. Include in the identification data piling type, dimensions, chemical composition, mechanical properties, section properties, heat number, and mill identification mark.

1.4.2 Interlocked Joint Tension Test

Submit, for approval, the procedure for testing the tension strength of piling interlocks prior to testing sheet piling.

1.5 DELIVERY, STORAGE, AND HANDLING

Materials delivered to the site must be new and undamaged and must be accompanied by certified test reports. Provide the manufacturer's logo and mill identification mark on the sheet piling as required by the referenced specifications. Store and handle sheet piling in the manner recommended by the manufacturer to prevent permanent deflection, distortion or damage to the interlocks; as a minimum, support on level blocks or racks spaced not more than 10 feet apart and not more than 2 feet from the ends. Storage of sheet piling should also facilitate required inspection activities and prevent damage to coatings and corrosion prior to installation.

PART 2 PRODUCTS

2.1 METAL SHEET PILING

Submit detail drawings for sheet piling, including fabricated sections, showing complete piling dimensions and details, driving sequence and location of installed piling.

a. Include in the drawings details of top protection, special reinforcing tips, tip protection, lagging, splices, fabricated additions to plain piles, cut-off method, and dimensions of templates and other temporary guide structures for installing piling. Provide details of the method for handling piling to prevent permanent deflection, distortion or damage to piling interlocks.

b. Metal sheet piling must be hot-rolled steel sections conforming to ASTM A572/A572M, Grade 50, Type PS-31 , interlocked joint strength in tension as shown.

2.1.1 Interlocks

The interlocks of sheet piling must be free-sliding, provide a swing angle suitable for the intended installation but not less than 5 degrees when interlocked, and maintain continuous interlocking when installed.

SECTION 31 41 16 Page 1183 05/06/16 h5cosklm Highlight