W912P7-15-B-0003_Amendment_0003_Augus_10_2015.pdf

W62A2B51212065

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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

OAKLAND INNER AND OUTER HARBOR CHANNEL MAINTENANCE DREDGING PROJECT, ALAMEDA COUNTY, CA

ENCL) Standard Form 1442 PAGES 1 AND 2, Section 00 10 00 Pricing Schedule Page 6, 8, and 9, Section 01 11 00 Summary of Work Pages 2 and 3,, Section 01 32 23 Hydrographic Survey Pages 3 and 5, Section 01 57 20.00 10 Environmental Protection Page 12, Section 35 20 24 Aquatic Disposal Pages 3 and 7, Appendix 8 SF-DODS Conditions, Wage Determination dated July 31, 2015.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 112

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912P7-15-B-0003

X 9B. DATED (SEE ITEM 11)

02-Jul-2015

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

07-Aug-2015

CODE

US ARMY ENGINEER DISTRICT, SAN FRANCISCO

CONTRACTING DIVISION

1455 MARKET ST., 17TH FLOOR SUITE 1741

SAN FRANCISCO CA 94103-1398

W912P7 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W912P7-15-B-0003

Continuation page of SF 30 Amendment of Solicitation/Modification of Contract

Changes

Standard Form 1442

• Page 1 Block 10 Job Description, corrected depth for Option 1.

Section 00 10 00 Pricing Schedule

• Page 6 of 521, added “OR PERMITTED BENEFICIAL USE UPLAND SITE”.

• Page 8 of 521, added “BENEFICIAL USE”.

• Page 9 of 521, revised quantities for Alternative 2 Base Items CLINS 0002AA, 0002AB, 0003AA, and 0003AB.

Section 01 11 00 Summary of Work

• Page 2, Para 1.1.1, added clarification.

• Page 3, Para 1.5.2.1, added last sentence.

• Page 3, Para 1.5.2.3, added clarification.

Section 01 32 23 Hydrographic Survey

• Page 3, Para 1.1 Introduction, added “Third Party”, and additional equipment requirement.

• Page 5, Para 1.3.3 Quality Control (QC) Surveys, added “Third Party”.

Section 01 57 20.00 10 Environmental Protection

• Page 12, Para 3.7.1 Fish, deleted last sentence and added new sentence.

• Page 14, added Para 3.11.1 Payment.

Section 35 20 24 Aquatic Disposal

• Page 3, Para 3.4.5 San Francisco Deep Ocean Disposal Site (SF-DODS) and (SF-8), Added information and deleted “Not Used”.

• Page 7, Para 3.6.6 Notification, added information and deleted last sentence.”

Appendix 8 SF-DODS Conditions

• Added new Appendix 8 SF-DODS Conditions

Wage Determination

• Revised July 31, 2015

W62A2B51212065

OAKLAND INNER AND OUTER HARBOR CHANNEL MAINTENANCE DREDGING PROJECT, ALAMEDA COUNTY, CALIFORNIA

PROJECT DESCRIPTION: The Base work consists of maintenance dredging in the Oakland Inner and Outer Harbor of up to up to 500,000 cubic yards of dredged material to provide an authorized project depth of -50-feet plus 1-foot of allowable paid over-depth. The Option 1 work consists of an additional 135,000 cubic yards of maintenance dredging to provide an authorized project depth of -50-feet plus 1-foot of allowable paid over-depth. The Option 2 and Option 3 work consists of maintenance dredging in the Oakland inner and Outer Harbor of up to 635,000 cubic yards of dredged material in the Fiscal Year FY16 and 635,000 cubic yards on the Fiscal Year FY 17. Dredged material excavated from the Oakland Inner and Outer Harbor shall be disposed in the Government-furnished deep ocean disposal site (SF-DODS), or at a permitted beneficial use upland site of the Contractor's choice. All dredging, material transportation, and material placement shall be in accordance with the project plans, specifications, permits, regulatory guidance, and applicable clauses.

This requirement is for unrestricted competition. It will be issued as an invitation for bid (IFB) which will result in the award of a single contract that includes a Firm Fixed Price (FFP) Base Award plus two Firm-Fixed-Price Options .

The North American Industry Classification System (NAICS) Code applicable to this acquisition is: 237990.

ESTIMATED COST RANGE IS MORE THAN: $10,000,000.00

X

JAMES E GARROR 415-503-6988

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

7-August-2015

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within 5 _______ calendar days and complete it within ______ calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________ 52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ 1 copies to perform the work required are due at the place specified in Item 8 by ___________ local time 12 AUG 2015 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

US ARMY ENGINEER DISTRICT, SAN FRANCISCO

CONTRACTING DIVISION

1455 MARKET ST., 17TH FLOOR SUITE 1741

SAN FRANCISCO CA 94103-1398

W912P7

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

11:00 AM (hour) Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

W912P7-15-B-0003 11

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SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY: CODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this 29. AWARD (Contractor is not required to sign this document.)

document and return _ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

Your offer on this solicitation, is hereby accepted as to the items listed. This award con-summates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

TEL: EMAIL:30B. SIGNATURE 30C DATE

SECTION 00 10 00

PRICING SCHEDULE

OPTIONS WILL BE EVALUATED IN ACCORDANCE WITH FAR 52.217-5

THE CONTRACTOR SHALL FURNISH ALL PLANT, LABOR, MATERIAL,

EQUIPMENT, NECESSARY TO PERFORM ALL WORK IN STRICT ACCORDANCE

WITH THE TERMS AND CONDITIONS SET FORTH IN THE CONTRACT TO

INCLUDE ALL ATTACHMENTS THERETO.

ALTERNATIVE 1 – DREDGING WITH DISPOSAL AT SF-DODS AND IN ACCORDANCE WITH

NOTE 8, AT A PERMITTED BENEFICIAL USE UPLAND SITE

Item Supply/Services Quantity Unit Price Amount

BASE ITEMS – FY15 DREDGING CYCLE

0001 Mobilization and Demobilization, FY15 Dredging Cycle 1 Job $_______ $________

0002 Dredging, FY15 Dredging Cycle, to -50-ft (MLLW)including 1-foot of Paid Overdepth.

0002AA Required Dredging to -50-ft MLLW at Oakland Harbor 305,000 CY $______ $_______

0002AB Overdepth Dredging to -51-ft MLLW at Oakland Harbor 195,000 CY $______ $_______

BASE BID PRICE (Item 0001 + Item 0002) $______________

ADJUSTMENT TO BASE BID PRICE -

Foreseeable Costs to Government $ 838,212.00 (Please see Section 00 21 00, paragraph 2.5)

EVALUATED BASE BID

(Item 0001 + Item 0002 + $838,212.00) $________________

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OPTION 1 – FY15 DREDGING CYCLE, ADDITIONAL QUANTITY

00043 Dredging, FY15 Dredging Cycle, to -50-ft (MLLW)including 1-foot of Paid Overdepth.

0003AA Required Dredging to -50-ft MLLW at Oakland Harbor 95,000 CY $______ $______

0003AB Overdepth Dredging to -51-ft MLLW at Oakland Harbor 40,000 CY $______ $______

OPTION 1 BID PRICE (Item 0003AA + Item 0003AB) $______________

ADJUSTMENT TO OPTION 1 BID PRICE

-Foreseeable Costs to Government $_____93,135.00 (Please see Section 00 21 00, paragraph 2.5)

EVALUATED OPTION 1 BID AMOUNT

(Item 0003AA + Item 0003AB + $93,135.00) $______________

OPTION 2 – FY16 DREDGING CYCLE

0004 Mobilization and Demobilization, FY16 Dredging Cycle 1 Job $______ $______

0005 Dredging, FY16 Dredging Cycle, to -50-ft (MLLW) including 1-foot of Paid Overdepth.

0005AA Required Dredging to -50-ft MLLW at Oakland Harbor 400,000 CY $______ $______

0005AB Overdepth Dredging to -51-ft MLLW at Oakland Harbor 235,000 CY $______ $______

OPTION 2 BID PRICE (Item 0004 + Item 0005) $_______________

ADJUSTMENT TO OPTION 2 BID PRICE -

Foreseeable Costs to Government (Please see Section 00 21 00, paragraph 2.5) $_____977,914.00

EVALUATED OPTION 2 BID AMOUNT

(Item 0004 + Item 0005AA + Item 0005AB + $977,914.00) $_________________

OPTION 3 – FY17 DREDGING CYCLE

0006 Mobilization and Demobilization, FY17 Dredging Cycle 1 Job $______ $______

0007 Dredging, FY17 Dredging Cycle, to -50-ft (MLLW) including 1-foot of Paid Overdepth.

0007AA Required Dredging to -50-ft MLLW at Oakland Harbor 400,000 CY $______ $______

0007AB Overdepth Dredging to -51-ft MLLW at Oakland Harbor 235,000 CY $______ $______

OPTION 3 BID PRICE (Item 0006 + Item 0007) $_______________

ADJUSTMENT TO OPTION 3 BID PRICE -

Foreseeable Costs to Government (Please see Section 00 21 00, paragraph 2.5) $ _1,026,810.00

EVALUATED OPTION 3 BID AMOUNT

(Item 0006 + Item 0007AA + Item 0007AB + $1,026,810.00) $_______________

ALTERANTIVE 1 – TOTAL EVALUATED BID AMOUNT

(Base Bid Price + $838,212.00 + Option 1 Bid Price + $93,135.00 + Option 2 Bid Price + $977,914.00 + Option 3 Bid Price + $1,026,810.00) $________________

ALTERNATIVE 2 – DREDGING WITH DISPOSAL AT PERMITTED BENEFICIAL USE UPLAND

SITE

Item Supply/Services Quantity Unit Price Amount

BASE ITEMS – FY15 DREDGING CYCLE

0001 Mobilization and Demobilization, FY15 Dredging Cycle 1 Job $______ $______

0002 Dredging, FY15 Cycle, to

-50-ft (MLLW) including 1-foot of Paid Overdepth.

0002AA Required Dredging to -50-ft MLLW at Oakland Harbor 36005,000 CY $______ $______

0002AB Overdepth Dredging to -51-ft MLLW at Oakland Harbor 1905,000 CY $______ $______

BASE BID PRICE (Item 0001 + Item 0002) $______________

OPTION 1 – FY15 DREDGING CYCLE, ADDITIONAL QUANTITY

0003 Dredging FY15 Cycle, to -50-ft (MLLW) including 1-foot of Paid Overdepth.

0003AA Required Dredging to -50-ft MLLW at Oakland Harbor 905,000 CY $______ $______

0003AB Overdepth Dredging to -51-ft MLLW at Oakland Harbor 450,000 CY $______ $______

OPTION 1 BID PRICE (Item 0003AA + Item 0003AB $_______________

OPTION 2 - FY16 DREDGING CYCLE

0004 Mobilization and Demobilization, FY16 Dredging Cycle 1 Job $______ $______

0005 Dredging, FY16 Cycle, to -50-ft (MLLW) including 1-foot of Paid Overdepth.

0005AA Required Dredging to -50-ft MLLW at Oakland Harbor 400,000 CY $______ $______

0005AB Overdepth Dredging to -51-ft MLLW at Oakland Harbor 235,000 CY $______ $______

OPTION 2 BID PRICE (Item 0004 + Item 0005) $______________

OPTION 3 - FY17 DREDGING CYCLE

0006 Mobilization and Demobilization, FY17 Dredging Cycle 1 Job $______ $______

0007 Dredging, FY17 Cycle, to -50-ft (MLLW) including 1-foot of Paid Overdepth.

0007AA Required Dredging to -50-ft MLLW at Oakland Harbor 400,000 CY $______ $______

0007AB Overdepth Dredging to -51-ft

MLLW at Oakland Harbor 235,000 CY $______ $______

OPTION 2 BID PRICE (Item 0006 + Item 0007) $______________

ALTERNATIVE 2 -- TOTAL EVALUATED BID AMOUNT

(Base Bid Price + Option 1 Bid Price + Option 2 Bid Price + Option 3 Bid Price) $______________

Notes:

*QUANTITY IS AN ESTIMATED AMOUNT, SEE SECTION 00700, FAR 52.211-18.

1. To be considered responsive, prices must be submitted on all individual items within the Bid Schedule. Failure to do so may be cause for rejection of bids.

2. If a modification to a price based on unit price is submitted which provides for a lump sum adjustment to the total estimated price, the applications of the lump sum adjustment to each unit price in the Pricing Schedule must be stated. If it is not stated, the bidder/offeror agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the Pricing Schedule.

3. Bidders must complete and submit attached “Dredging Plant and Equipment Schedule”, forms Page 1 and Page 2 as part of their solicitation package for bid evaluation. Failure to do so may cause the bid to be considered nonresponsive. The Contractor shall demonstrate that all necessary equipment will be available and committed to this contract.

4. The term "Job", which appears on the Pricing Schedule (Section 00 10

00) under “Unit” for BASE ITEM, Bid Item No. 0001 shall be considered as a Lump Sum. The Variation in Quantity contract clause, FAR 52.211-18, shall not apply to BASE ITEM, Bid Item No. 0001.

5. BASIS of AWARD: The contract will be awarded in accordance with FAR 52.214-19 Contract Award – Sealed Bidding – Construction. Additional foreseeable costs to the Government resulting from dredging with disposal at SF-DODS will be considered in evaluating the bid amount provided for the base and options of Alternative 1. Please see Section 00 21 00, paragraph 2.5 for an explanation. The lowest total evaluated bid amount as between Alternative 1 and Alternative 2, inclusive of the total option price, will be considered for award as the most advantageous to the Government; however, the awarded contract price will not include the price adjustment that reflects the Government’s additional foreseeable costs.

6. Options will be evaluated for award purposes in accordance with FAR 52.217-5. Exercise of the options will be in accordance with FAR 17.207.

The Government projects that notice of option exercise will be provided to the contractor within the contract performance period. Notice to Proceed for Option 2 will be issued so "in water" work may begin on 1 August of 2016 and for Option 3, so that "in water" work may being on 1 August of 2017. Dredging under Option 1, Option 2, and Option 3 is not limited to a single fiscal year.

7. The Government reserves the right to direct the Contractor to place dredged material at an environmentally acceptable alternate disposal site in accordance with the Change Clause FAR 52.243-4.

8. To the extent disposal operations continue after 30 November, disposal of the dredged material will be in accordance with Technical Specifications, Section 01 11 00.00.10 Summary of Work, Para 1.5.2 Time Restrictions.

- End of Document –

Oakland Inner & Outer Harbor FY15 O&M Dredging Project

Section 01 11 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.2 EXISTING WORK (NOT USED)

1.3 LOCATION OF UNDERGROUND FACILITIES

1.4 PERMITS

1.5 ORDER OF WORK

1.5.1 General

1.5.2 Time Restrictions

1.6 PUBLIC SAFETY

1.7 MEETINGS

1.7.1 Preconstruction Conference

1.7.2 Weekly Meetings

1.8 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

1.9 LAYOUT OF WORK

1.10 SAFETY OF STRUCTURES

1.11 CONTRACTOR PERFORMANCE EVALUATIONS

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

Section 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

1 PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

This section describes the project specific work to be completed under the contract and the project specific restrictions that apply to the contract.

The prosecution of work shall ensure the stability of piers, bulkheads, and other structures lying on or adjacent to the site of the work, insofar as structures may be jeopardized by dredging operations.

1.1.1 Project Description

The work includes a Base Year dredging cycle, plus two additional years for the annual maintenance dredging cycles for Reaches 1 through 10 of the Oakland Harbor federal navigation channel. The Oakland Harbor annual maintenance dredging cycle occurs during the environmental work window between 1 August and 30 November. See Para. 1.5.2 for exceptions to the environmental work window. The bid schedule includes the estimated volumes of dredged material for a project contract depth of -50-ft (MLLW) plus 1-ft of paid overdepth prism to be excavated from the Oakland Inner and Outer Harbor and transported and disposed at the Government-furnished Ocean Disposal site, SF-DODS, or at a fully permitted beneficial use upland site of the Contractor’s choosing. Bidders shall submit bids for the Government– furnished Ocean Disposal site and a Contractor-furnished upland disposal site(s).

All dredging, material transportation, and material disposal shall be in accordance with the project plans, specifications, permits, regulatory guidance, applicable contract clauses, and appendices in this contract.

1.2 EXISTING WORK

Not Used.

1.3 LOCATION OF UNDERGROUND FACILITIES

The Contractor shall obtain digging permits prior to start of excavation where existing underground utilities or utilities encased in pier structures are discovered. The Contractor shall verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. The Contractor shall verify elevations before conducting new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Section 01 11 00 Page 3

1.4 PERMITS

In coordination with "FAR 52.236-7, Permits and Responsibilities," The Contractor is obligated to obtain and comply with all licenses and permits required by Federal, State, and local laws, codes, and regulations. The Government has obtained the Coastal Zone Management Act Consistency Notice (Appendix 1) and the certification from the State Regional Water Quality Control Board (Appendix 2), for dredging and disposal of dredged material in the Government-furnished disposal areas. The Contractor shall be responsible for making his own arrangements for permits, other than those listed herein, required for completing the work under this contract.

1.5 ORDER OF WORK

1.5.1 General

The Contractor shall mobilize adequate labor, equipment, materials, and supplies and make a determined and continuous effort to complete the contract work within the period of performance specified on the Form 1442.

1.5.2 Time Restrictions

1.5.2.1 Alternative 1 FY 2015:

Due to environmental constraints, disposal operations at SF-DODS are only authorized to occur between 1 June 2015 and 1 December 2015. Any remaining dredging and disposal operations required to complete the work in the Oakland Inner and Outer Harbor after 30 November shall be placed at a fully permitted beneficial use upland site at the price per yard bid for disposal at SFDODS. All dredging and disposal operations must cease, regardless of disposal site, before 15 March when the least tern work window closes.

1.5.2.2 Alternative 2:

In the event that the responsive responsible bid received in accordance with FAR 52-214-19 is determined to be a bid submitted for Alternative 2, Paragraph 1.5.2.1 is not applicable.

1.5.2.3 Option:

Due to environmental constraints disposal operations at SF-DODS are only authorized to occur between 1 June and 1 December of the respective calendar years covered by the options. Any remaining dredging and disposal operations required to complete the work in the Oakland Inner and Outer Harbor after 30 November of the respective calendar year covered by the option shall be placed at a fully permitted beneficial use upland site at the price per yard bid for disposal at SFDODS for the year covered by the option.

1.5.2.4 Additional Environmental Restrictions

For all work under Awarded under Alternative 1 or Alternative 2 plus the Option, if exercised, see Section 01 57 20 ENVIRONMENTAL PROTECTION, Para.

3.11 Training of Contractor Personnel for additional requirements after 30

Section 01 11 00 Page 4

November. All dredging and disposal operations shall be in accordance with the regulatory guidance included in the appendices of these specifications.

1.6 PUBLIC SAFETY

The Contractor shall provide guard personnel as required to provide protection in the interest of public safety. Whenever the Contractor's operations create a condition hazardous to the public, he shall furnish at his own expense and without cost to the Government, such guards as are necessary to give adequate warning to the public of any dangerous conditions to be encountered, and he shall furnish, erect, or maintain such lights, signs and other devices as are necessary to prevent accidents and to avoid damage or injury to the public. Flagmen and guards, while on duty and assigned to give warning to the public that the dredging is being accomplished, and of any dangerous conditions to be encountered as a result thereof, shall be equipped with appropriate safety equipment and a red flag.

Signs, flags, lights, and other warning and safety devices shall conform to applicable city, county, and state requirements. Should the Contractor appear to be negligent in furnishing adequate warning and protective measures, the Contracting Officer will direct attention to the existence of a hazard, and the necessary warning and protective measures shall be furnished and installed by the Contractor without additional cost to the Government. The installation of any general illumination shall not relieve the Contractor of his responsibility for furnishing and maintaining all devices necessary to provide protection to all parties concerned.

1.7 MEETINGS

1.7.1 Preconstruction Conference

After award of contract, a pre-dredging conference will be held at such time and location as determined by the Contracting Officer for purposes of discussing and developing mutual understanding between the Contracting Officer or the authorized Contracting Officer's Representative and the Contractor's Representatives regarding the terms, conditions, and requirements of the contract. Members of the conference from the Government will include the quality assurance staff, the Contracting Officer, or an authorized representative, and construction staff. Members from the Contractor shall include the dredge master, chief hydrographic surveyor, and the quality control staff. The discussion will include, but will not be limited to, the following:

-Contractor supervisory and quality control project staff -Correspondence procedures -Accident Prevention Plan -Pollution control program -Quality Control and Hydrographic Surveying -Project scheduling and payment procedures -Resident Management System (RMS-QC) -Other subjects that may be of interest to the contracting parties -Schedule of Weekly Meeting

Section 01 11 00 Page 5

1.7.2 Weekly Meetings

Weekly construction/survey/coordination/progress meetings shall be held between the Contractor, Contracting Officer or authorized representative, and Government personnel. Minutes of the weekly meeting shall be prepared by the Contactor’s CQC Manager and submitted to the Contracting Officer within 24 hrs.

1.8 PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS

The Contractor's attention is directed to the possible existence of pipelines or public utilities or private improvements shown or not shown on the drawings which may be buried within the limits of the work or adjacent thereto. The Contractor shall take care to preserve and protect any such improvements from injury or damage during construction operations. Utilities or improvements, whether buried or not, which cannot be determined to exist through visual inspection by the Contractor, if inadvertently damaged by the Contractor's operations, shall be promptly repaired or replaced by the Contractor, and an equitable adjustment in the amount due under the contract will be made as provided in the contract. The Contractor shall notify the Contracting Officer immediately if any utility or structure has been damaged by the Contractor. The Contractor shall assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through the dredging operations. The Contractor is not relieved from the responsibility set forth in "FAR 52.236-3, Site Investigation and Conditions Affecting the Work" except as provided above.

1.9 LAYOUT OF WORK

The Contractor shall lay out his work from Government-established monuments and gages as shown on the drawings and shall be responsible for all measurements in connection therewith. The Contractor shall furnish, at his own expense, all templates, platforms, equipment, markers and labor as may be required in laying out any part of the work from the gages established by the Government. The Contractor will be held responsible for the execution of the work to such lines, grades and gages as may be established or indicated by the Contracting Officer. It shall be the responsibility of the Contractor to maintain and preserve all monuments and other marks established by the Contracting Officer until authorized to remove them. It is incumbent upon the Contractor or their surveyor to check the accuracy of monuments as the Government does not guarantee their accuracy. If such marks are destroyed by the Contractor or through his negligence prior to their authorized removal, they may be replaced by the Contracting Officer at his discretion. The expense of replacement will be deducted from any amounts due, or to become due, to the Contractor.

1.10 SAFETY OF STRUCTURES

The Contractor shall use reasonable and proper care in the prosecution of the work to assure the stability of piers and other structures lying on or adjacent to the site of work, insofar as they may be jeopardized by the dredging operations and on account of moving or mooring of equipment. The

Section 01 11 00 Page 6

Contractor shall make good all damages resulting from the moving and mooring of his equipment and from dredging operations insofar as such damages may be caused by variations in locations and/or depth of dredging below that ordered by the Contracting Officer.

1.11 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201(Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction Contractor's performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. The USACE uses the web-based Construction Performance Assessment Reporting System (CPARS) to document contractor's performance and prepare performance reports. After an evaluation (interim or final) is written up by the USACE, the Contractor may access, review, and comment on the evaluation for a period of 30 days. Accessing and using CPARS requires Public Key Infrastructure (PKI) certification. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. This certification is purchased from an External Certificate Authorities (ECA) vendor. Contractor access to CPARS is required for Contractor to participate in the performance evaluation process. PKI certification is the sole responsibility of the Contractor. Current information about the PKI certification process and known PKI vendors can be found at the following link: http://www.cpars.gov/main/pki_info.htm

2 PART 2 PRODUCTS

Not used.

3 PART 3 EXECUTION

Not used.

-- End of Section --http://www.cpars.gov/main/pki_info.htm

Section 01 32 23 Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 32 23

HYDROGRAPHIC SURVEY

PART 1 GENERAL

1.1 INTRODUCTION

1.1.1 Payments

1.2 TECHNICAL CRITERIA AND REFERENCE STANDARDS

1.2.1 References

1.3 WORK TO BE PERFORMED

1.3.1 Before-Dredge Survey

1.3.2 After-Dredge Survey

1.3.2.1 Request for Government Survey

1.3.2.2 Reach Acceptance

1.3.2.3 Reach Rejection

1.3.3 Quality Control (QC) Surveys

1.3.4 Progress Payment Survey

1.3.5 Quality Assurance (QA) Survey

1.3.6 Volume Computations

1.3.6.1 Available Material

1.4 SUBMITTALS

1.4.1 Basic Survey Documentation Submittal

1.4.1.1 Plotting

1.4.1.2 Cross Sections

1.4.1.3 Depth Elevation Measurements

1.4.1.4 Electronic Copies of Surveys

1.4.2 Progress payment Survey Documentation

1.4.2.1 Quantity Calculations

1.4.2.2 Printed record

1.4.2.3 Data Review

1.4.3 Final Payment Survey Documentation

1.4.4 Equipment Data

1.4.5 Software

1.4.6 Survey Contractor Qualifications

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 SURVEY PROCEDURES

3.1.1 Horizontal Positioning Procedures and Accuracies

3.1.1.1 Positioning

3.1.2 Reference Horizontal Control Data

3.1.3 Depth Measurement Procedures and Calibration

3.1.4 Vertical Reference Datum

3.2 CONTRACTOR SURVEY CERTIFICATION

3.2.1 Contractor’s Representative

Section 01 32 23 Page 2

3.2.2 Survey Certification

3.2.3 Unacceptable Survey

3.2.4 Reinstating Unacceptable Survey

3.2.5 Refusal to Certify

Attachment 1 Survey Quality Control (QC) Log

Attachment 2 Contractor Survey Certification

Section 01 32 23 Page 3

SECTION 01 32 23

HYDROGRAPHIC SURVEY

1 PART 1 GENERAL

1.1 INTRODUCTION

The contractor shall acquire the services of an Third Party survey contractor to provide all labor, material, and equipment necessary to perform professional hydrographic surveying in the location and time period stated in STANDARD FORM 1442. The Third party Survey Contractor shall be registeredcertified and licensed in the State of California, and shall use 208 khz multi-beam survey equipment. The work under this subcontract shall be used for quality control of maintenance dredging and determining project conditions. The project conditions include the project schedule, the dredging plan, and the volumes used for progress payments. The contractor shall furnish the required personnel, equipment, instruments, and transportation, as necessary to accomplish the required services and furnish to the government reports and other data together with supporting material developed during the field data acquisition process. During the prosecution of the work, the contractor shall provide adequate professional supervision and quality control to assure the accuracy, quality, completeness, and progress of the work.

1.1.1 Payments

Work included in this section of the specifications for which no specific contract line item is included in the Pricing Schedule of the contract shall be considered an associated subsidiary obligation. No separate payment will be made for associated subsidiary obligations.

1.2 TECHNICAL CRITERIA AND REFERENCE STANDARDS

All parties shall comply with the procedures, standards and quality control criteria in EM 1110-2-1003 in performing hydrographic surveys for this contract. The Survey Contractor shall be registered and licensed in the state of California.

1.2.1 References

The publications listed below form a part of this specification.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2001; 2004 Change 1) Engineering and Design -- Hydrographic Surveying

EM 1110-1-2909 (2005) Engineering and Design -- Geospatial Data and Systems

Section 01 32 23 Page 4

1.3 WORK TO BE PERFORMED

Specific procedural, technical, and quality control requirements for hydrographic surveying to be performed under this contract are listed in the paragraphs below. Unless otherwise indicated in this contract, each required service shall include field-to-finish effort performed in accordance with the standards and specifications in EM 1110-2-1003. All survey work conducted shall be submitted to the Contracting Officer Representative using the Basic Survey Documentation Submittal.

1.3.1 Before-Dredge Survey

A survey used to represent the depth of a reach within the project channel prior to dredging will be referred to as a Before-Dredge Survey. The Before- Dredge survey used for volume computations will be selected by the Contracting Officer Representative. The Government may elect to use the Contractor’s survey.

The Government shall perform a Before-Dredge survey for each reach of the entire project. The Government will perform Before-Dredge surveys using 208 khz multi-beam survey equipment. The Government will provide the Contractor copies of the Before-dredge survey data files.

1.3.2 After-Dredge Survey

A survey used to represent the depth of a reach within the project channel after dredging will be referred to as an After-Dredge Survey. An After- Dredge Survey is any survey conducted by the government. The Government will perform After-Dredge surveys using 208 khz multi-beam survey equipment. The After-Dredge survey used for volume computations will be selected by the Contracting Officer Representative. The Government may elect to use the Contractor’s survey.

After completion of a reach the Government will perform After-Dredge surveys within 7 days of the receipt of a Request for Government Survey. The Contracting Officer Representative will direct the Contractor to work in the next reach or next portion of the reach until the After-Dredge survey is accepted. Should any shoals, lumps, or other lack or required contract depth be disclosed by this examination, the Contractor shall be required to remove same by dredging the channel bottom at the contract rate for dredging, or by barring as approved by the Contracting Officer in accordance with Para.

3.2.6.4 Section 35 20 23 DREDGING. No shoals or lumps above contract depth, as evidenced by multi-beam sounding will be accepted.

The Government will provide the Contractor copies of the After-dredge survey as soon as practicable after the completion of the survey.

1.3.2.1 Request for Government Survey

The Contractor shall notify the Government 7 days in advance of completing a Reach. The Contractor shall submit in writing a Request for Acceptance Survey located in Attachment 2 to this Section.

Section 01 32 23 Page 5

1.3.2.2 Reach Acceptance

Acceptance of Reach(es) will be in writing from the Contracting Officer Representative based on the Government After-dredge multi-beam survey plan view plots using 5’ X 5’ bin data.

1.3.2.3 Reach Rejection

If the Contracting Officer Representative finds the after-dredge survey of the reach to be unacceptable, the Contractor shall resume dredging or barring, in accordance with Section 35 20 23 DREDGING, until the work is complete. The Contractor is responsible for time required for dredging or barring to remove shoals, lumps or other lack of contract depth and for the time required to resurvey the rejected Reach. When the dredging or barring is complete, the after-dredge survey process, starting with the Contractor's written Request for Acceptance Survey, is then repeated except that the Contractor is liable for subsequent Government survey costs. The Contractor will be assessed $10,000 per day that the Government spends on dredge surveys of a Reach that is rejected after the first Government after-dredge survey. The Government's efforts include time spent on station waiting, surveying time and after-survey data processing and reporting. A partial day of survey efforts by the Government will be billed as a full day.

1.3.3 Quality Control (QC) Surveys

Surveys conducted by the contractor will be referred to as Quality Control or QC Surveys. QC Surveys shall be conducted at least once per week during weeks in which there is dredging or disposal. All raw and edited survey data shall be submitted to the Government and shall be certified stamped by the Third Party surveyor. When directed by the Contracting Officer Representative, the Contractor shall perform QC surveys and provide cross-sectional views of the edited, tide-level adjusted survey data to the Government on site. The Contractor shall provide print outs of the cross-sectional plots on site.

1.3.4 Progress Payment Survey

The Contractor shall conduct QC Surveys for progress payments. Surveys conducted for the purpose of progress payments will be referred to as Progress Payment Surveys. The Contractor shall notify the Government 3 working days prior to performing a QC Survey for a progress payment. The Government shall be informed about Contractor surveying activities, including provisions for onsite Government observers. The Government will have the option of accompanying the Contractor on these surveys. In addition to the Basic Survey Documentation Submittal, submit the Progress Payment Survey Documentation as described in Paragraph 1.4.2. The Contractor and Surveyor shall sign the Certification of Progress Payment Survey (Attachment 1, Block 3) and attach a copy to the payment request.

The Contractor shall calculate the volume of material dredged for Progress Payment Quantity based on the Before-Dredge Survey and the contractor QC Survey using TIN to TIN method in EM 1110-2-1003.

Section 01 32 23 Page 6

1.3.5 Quality Assurance (QA) Survey

The Government may perform QA surveys to assure the quality of the dredging and disposal operations, and the quality of the Contractor's QC surveys.

1.3.6 Volume Computations

The Contractor shall have the capability to compute excavation and placement quantities from work performed under this contract. Volume computations shall be generated by using the TIN (Triangulated Irregular Network) computation method, as outlined in the Hydrographic Surveying Manual EM 1110-2-1003, dated January 2002, and the subsequent changes/revisions issued by HQUSACE. A 5-foot by 5-foot matrix using the average depth of all depths recorded in a cell shall be generated from the edited multi-beam data to perform the TIN volume computations, following the procedures in EM 1110-2- 1003. The Government will furnish construction templates and limits from which volumes are to be computed from projected sectional end areas. The Contractor will calculate final quantities for payment and dredging acceptance for all reaches and submit for Government approval.

1.3.6.1 Available Material

The material available before dredging will be calculated from the Government before-dredge survey data.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation.

Submittals having an “I” designation are for information only. The following shall be submitted in accordance with SUBMITTAL PROCEDURES

SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Equipment Data; I 01 32 23-1.4.4 Equipment offset survey and maintenance log

Software; I 01 32 23-1.4.5

Survey Contractor Qualifications I 01 32 23-1.4.6

SD-06 Test Reports

Basic Survey Documentation Submittal; G 01 32 23-1.4.1

Progress Payment Survey Documentation; G 01 32 23-1.4.2

Final Payment Survey Documentation; G 01 32 23-1.4.3

1.4.1 Basic Survey Documentation Submittal

A Basic Survey Documentation Submittal shall be submitted by the Contractor for every survey. The report shall include the items such as: scope of work, tidal data, general site plan map, line designation map, calibration procedures used, horizontal and vertical accuracies, and any other pertinent information to describe the purpose, methods, and results obtained.

Section 01 32 23 Page 7

Survey procedures, data collection equipment, methods and densities, and equipment calibration for this work shall follow the criteria given in EM 1110-2-1003 for class of survey specified in task orders to this basic contract. Instructions contained in this specification will contain specific survey limits and any modifications to EM 1110-2-1003 for the particular project.

Survey QC Log (Attachment 1): The Contractor shall complete a Survey QC Log for all Contractor-performed surveys. The Survey QC Log shall be completely filled out. The Survey QC Log shall be included with the electronic submission and a copy shall be attached to the daily CQC Report.

The Basic Survey Documentation Submittal shall also include the following:

1.4.1.1 Plotting

Plans and cross sections shall be plotted in pdf format and submitted electronically unless otherwise noted. All hydrographic surveys plans shall be plotted at the same plan scale labeled on the contract drawings. Cross sections shall be plotted and scaled to fit one cross section per 8-1/2" by 11" sheet. See the contract drawings for a map detailing the work site and section limits. The Government will provide the contract drawings in AutoCAD (cal) format.

1.4.1.2 Cross Sections

Cross sections shall be plotted on every 100-foot station per Government furnished line (lnw) file. Survey lines shall duplicate those shown in the attached construction drawings. Cross sections shall extend 100 feet past the slope-grade intersect point. Each cross-section shall show the project template including project depth, side slopes extending from the project depth line, and the contract pay lines. The Before-dredge and progress payment survey lines will be shown on the same section and shall be clearly discernible from each other. A legend with the dates of each survey shall be included.

1.4.1.3 Depth Elevation Measurements

The Contractor shall provide a full TIN model of the bottom of the dredged area plotted out showing in plan view the 100-foot station lines. Depth soundings shall be plotted along the 100-foot station lines to a 5'x5' bin size using Average Mean Depth analysis. The Contractor shall use color shading and topographic elevation lines to clearly identify areas above and below the project depth. The top of the return signal trace shall be the point of interpretation of soundings.

1.4.1.4 Electronic Copies of Surveys

Electronic copies of surveys performed including point files, calculations and a plot of the soundings shall be provided by the Contractor. The electronic point file shall be the same file that the Contractor uses for volume computations. All raw, unedited data, along with all files and associated data used for editing, along with a copy of the survey documentation, updated as necessary, shall be submitted on write-once CD- ROMs to the Government. All electronic survey data shall contain a string of

Section 01 32 23 Page 8 information in the title that clearly identifies the contents of the data.

The string shall uniquely identify the project and reach The Contractor shall provide a description of any changes that have been made to the originally submitted survey documentation. Contractor may use web-base secure “sharepoint” file server systems, such as AMRDEC S.A.F.E., to transmit survey data files electronically to the Government.

1.4.2 Progress Payment Survey Documentation

Within 5 working days of a progress payment survey, the Contractor shall submit the documentation described below.

1.4.2.1 Quantity Calculations

The Contractor shall submit the calculations and a tabulation of quantities on a weekly basis.

1.4.2.2 Printed Record

Printed copies of volume tabulations and the cross-sectional plots shall be submitted by the Contractor with the Contractor's payment request. The Contracting Officer Representative will reject payment requests for dredging that are not supported by verified survey data and calculations.

1.4.2.3 Data Review

The Government will review the survey documentation for clarity and completeness before accepting the progress payment request for processing in accordance with contract clause 52.232-27: Prompt Payment for Construction Contracts.

1.4.3 Final Payment Survey Documentation

The survey documentation to be submitted by the Contractor with a final payment request is identical to the Progress Payment Survey Documentation.

The Government withholds the right to use the Contractor's after-dredge survey data and or before dredge survey data as well by written notification from the Contracting Officer Representative.

1.4.4 Equipment Data

Prior to the start of dredging operations, the Contractor shall submit data on the surveying equipment to the Contracting Officer Representative.

Typical information shall, as a minimum, include the name, model, and year of manufacture of the electronic equipment, the electronic frequencies of the horizontal positioning and depth finding equipment, and the manufacturer's stated positioning accuracy and capability of the equipment proposed for usage. The vessel/equipment that performs a survey shall be recorded in the Survey QC Log, Attachment 1 to this Section.

The Contractor shall utilize adequate surveying equipment and controls as prescribed in EM 1110-2-1003 Table 9-6 or 10-1 and chapter 16, as appropriate

Section 01 32 23 Page 9

1.4.5 Software

Prior to the start of dredging operations, the Contractor shall submit data on the surveying software to the Contracting Officer Representative. Use site design or survey software in the integrated hydrographic survey system.

The software shall support the varied Corps dredging templates outlined in Chapter 15 of EM 1110-2-1003 and shall be capable of computing dredged quantities. Provide the government the software, software license, and any other entity necessary to allow the government full access in reviewing the raw and unedited data described in paragraph 1.4.1.4.

1.4.6 Survey Contractor Qualifications

The Contractor shall submit evidence of State of California survey licensure for the survey contractor as specified in 1.1 Introduction.

2 PART 2 PRODUCTS

Not Used.

3 PART 3 EXECUTION

3.1 SURVEYING PROCEDURES

3.1.1 Horizontal Positioning Procedures and Accuracies

The Contractor vessel positioning systems and/or modes utilized on this contract shall conform to the allowable…