B.08.01_Volume_I_Specs.pdf

GROUP1-18-R-J007

Jacksonville District

PALM BEACH HARBOR MAINTENANCE

DREDGING, 33-FOOT PROJECT, ENTRANCE

CHANNEL

Palm Beach County, Florida

Construction Solicitation and Specifications Task Order

6 AUGUST 2019

ADDENDUM TO THE STANDARD FORM 1442

Palm Beach Harbor Maintenance Dredging, 33- Foot Project, Entrance Channel, Palm Beach County, Florida

NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE

ONLY TO THE FOLLOWING CONTRACTORS AWARDED A CONTRACT

UNDER SOLICITATION NUMBER W912EP18R0029, GROUP 1 -

UNRESTRICTED:

Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025);

Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029);

Manson Construction Co. (W912EP19D0030); Marinex Construction, Inc.

(W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc. (W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034); The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037).

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER

THAN THE PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 -

UNRESTRICTED DREDGING MATOC POOL.

EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA) evaluation method. To be considered technically acceptable, an offeror’s proposal must be rated “Acceptable under all non-price factors. The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s).

FACTOR 2 - Past performance.

FACTOR 3 – Price.

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

FACTOR 1 - Availability of technically acceptable dredge(s).

The contractor shall provide a letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the current location of dredge(s).

Evaluation Method:

The Government will evaluate all identified dredge(s) submitted to determine whether the identified dredge(s) have been found technically acceptable by the Contracting Officer prior to the proposal due date. The Government will also determine whether the dredge(s) are available to meet the required period of performance as stated in the Notice of Intent.

To be determined Acceptable for Factor 1, the identified dredge(s) must have been found technically acceptable prior to the proposal due date and available to meet the required period of performance.

FACTOR 2 - Past Performance.

NO SUBMISSION REQUIREMENT. Past Performance information submitted in response to the Dredging MATOC (Solicitation No. W912EP18R0029) will be used to determine the offeror’s record of complying with contractual requirements and meeting acceptable levels of performance risk.

Evaluation Method:

Past Performance was recently evaluated for all contractors under the Dredging MATOC.

An "Acceptable" rating was earned under Past Performance for all offerors that received an award in accordance with the solicitation evaluation criteria for the Dredging MATOC (Solicitation No. W912EP18R0029). Therefore, for this task order all offerors will receive the Past Performance rating of "Acceptable".

Note: For future task orders, the Government reserves the right to use recent and relevant project data independently obtained from other Government or commercial sources or from any other sources available to include, but not limited to: (1) the Past Performance Information Retrieval System (PPIRS), (2) Federal Awardee Performance and Integrity Information System (FAPIIS) or Electronic Subcontract Reporting System (eSRS), or other data bases; (3) interviews with Program/Project Managers and Contracting Officers or rely upon personal business experience with the offeror; and (4) consider any information the offeror submits which explains any problems encountered on the identified contract and the offeror's corrective actions. The Government reserves the rights to obtain and evaluate past performance information from any source it deems appropriate. Information related to the contractor’s (or contractor’s team) performance in Quality, Schedule, Management, Regulatory Compliance, and Safety/Security will be reviewed from the aforementioned additional sources to determine the offeror “Acceptable” or “Unacceptable.

FACTOR 3 – Price.

The Offeror’s submission for this factor shall be fully completed. Offeror completeness addresses the extent to which the elements of the price proposal are consistent with the requirements of the RFP.

Offerors are required to submit the following:

(1) Completed Bid Schedule (see Section 00010A).

(2) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Attachment 8, Paragraph 2.4.3, of the MATOC.

(3) Completed “Addendum to the Standard Form 1442 with the latest revision”.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS

TASK ORDER:

Block 7. ISSUED BY:

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

Block 9 -- For additional information contact:

A. NAME: Brian Kilpatrick

EMAIL ADDRESS: brian.j.kilpatrick@usace.army.mil

B. TELEPHONE NO.: 904-232-1792

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS: Project work entails maintenance dredging shoal material from Palm Beach Harbor. Work will include dredging the Entrance Channel to depths varying from 37 to 39 feet with a 2-foot allowable overdepth. All material will be placed in the permitted beach disposal area which lies immediately south of the inlet.

Incidental work includes, but is not limited to turbidity monitoring and endangered species monitoring.

DESCRIPTON OF WORK: Refer to Section 01 11 00 for complete description.

mailto:brian.j.kilpatrick@usace.army.mil

MAGNITUDE OF CONSTRUCTION: Between $1,000,000 and $5,000,000.

THIS SOLICITATION IS FOR GROUP 1 - UNRESTRICTED

YOU MUST BE REGISTERED IN SAM IN ORDER TO RECEIVE AN AWARD FROM

THIS NOTICE OF INTENT. THE SAM WEBSITE IS LOCATED AT WWW.SAM.GOV.

THE NAICS CODE FOR THIS NOTICE OF INTENT IS 237990 AND THE SMALL

BUSINESS SIZE STANDARD IS $27.5 MILLION.

Block 11 -- The Contractor shall begin performance within 45 calendar days of receipt of Notice to Proceed and complete it NOT LATER THAN 24 DECEMBER 2019. This COMPLETION DATE is mandatory. (See FAR Clause 52.210.11, Alt I, in Section 00700).

Block 12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED

PERFORMANCE AND PAYMENT BONDS: YES

Block 12B. PAYMENT BONDS DUE WITHIN 10 CALENDAR DAYS AFTER

AWARD.

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A Sealed offer in original and 3 copies to perform the work required are due at the place specified in Block 7 by 2:00 PM, local time 4 September 2019.

B. An offer guarantee is required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the Notice Intent 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.

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, 16, 17, 19, and 20A-20D below:

Block 14. NAME AND ADDRESS OF OFFEROR (including Zip Code) http://www.sam.gov/

DUNS: CAGE:

Block 15. TELEPHONE NO. (Include area code):

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

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the Government in writing within 60 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).

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

Block 19. ACKNOWLEDGMENT OF REVISIONS (The offeror acknowledges receipt of revisions to the notice of intent -- give number and date of each)

REVISION

NO.

DATE

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print to include email address)

Block 20B. EMAIL

ADDRESS

Block 20C. SIGNATURE Block 20D.

OFFER DATE

Block 26 --This Task Order will be administered by:

West Palm Beach Resident Office

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

PALM BEACH HARBOR MAINTENANCE DREDGING

33-FOOT PROJECT, ENTRANCE CHANNEL

PALM BEACH COUNTY, FLORIDA

GROUP1-18-R-J007 00010A-1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB $______________

0002 EXCAVATION, UNCLASSIFIED

(ESTIMATED QUANTITY, SEE NOTE 2) 65,000 CUBIC YARD $____________ $______________

0003 SCREENING (ESTIMATED QUANTITY, SEE NOTE 2) 65,000 CUBIC YARD $____________ $______________

0004 TURBIDITY MONITORING 1 JOB $______________

0005 ENDANGERED SPECIES OBSERVERS 1 JOB $______________

0006 MOBILIZATION AND DEMOBILIZATION FOR

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 3) 1 JOB $______________

0007 SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 3) 1 DAY $____________ $______________

0008 STANDBY TIME (SEE NOTE 4) 1 HOUR $____________ $______________

0009 BEACH TILLING (ESTIMATED QUANTITY) 3 ACRE $____________ $______________

0010 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $____________ $______________

0011 TRANSPORTATION AND DISPOSAL OF ROCK

(ESTIMATED QUANTITY) 40 CUBIC YARD $____________ $______________

0012 CONSTRUCTION/VIBRATION CONTROL AND

MONITORING 1 JOB $______________

0013 PARTNERING REGROUP 1 EACH $____________ $______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0013) $______________

NOTES: (1) BIDDERS MUST PRICE ALL LINE ITEMS.

(2) QUANTITY INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR

BETWEEN THE DATES OF THE SURVEYS AND THE ACTUAL DREDGING.

(3) SEA TURTLE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING OFFICER. SEE

SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(4) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER OR ADMINISTRATIVE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO THE PRESENCE OF ENDANGERED SPECIES IN THE IMMEDIATE AREA OF DREDGING OPERATIONS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER.

STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS. PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER. SEE SECTION 01 22 00

MEASUREMENT AND PAYMENT AND SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(5) UNIT-PRICED LINE ITEMS NOT DESIGNATED AS "ESTIMATED QUANTITY" ARE NOT SUBJECT TO THE VARIATION

IN ESTIMATED QUANTITY CLAUSE.

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at (https://www.projnet.org) No Later Than (NLT) August 23, 2019, 3:00 PM (Local Time). To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

All timely questions and approved answers will be made available through ProjNet. Approved answers to all timely questions will also be posted on the FedBizOps in the form of a report generated from ProjNet as soon as the comment/question entering period is over and all answers are all finalized.

The Solicitation Number is: GROUP1-18-R-J007

The Bidder Inquiry Key is: PY2VWH-V7CUSW

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

THE FOLLOWING PAGES CONTAIN ADDENDUMS

TO SPECIFIC SECTIONS OF THE ORIGINAL SOLICITATION

NUMBER W12EP18R0029

THESE ADDENDUMS ARE ONLY APPLICABLE TO

THIS SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP1-18-R-J007

TASK ORDER PROJECT TITLE:

Palm Beach Harbor Maintenance Dredging, 33- Foot Project, Entrance Channel, Palm Beach County, Florida

NOTICE TO OFFERORS: The information on the following pages is provided for the various clauses and/or paragraphs which require information to be filled in (when applicable) on each Request for Proposal for Task Orders issued under the awarded contracts. All applicable clauses, terms and conditions contained in the original solicitation and subsequently awarded contracts become part of each Task Order.

GROUP1-18-R-J007 Clause Addendum-1

GROUP1-18-R-J007 00100-A1

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION00100

ARE HEREBY PROVIDED:

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO

ENSURE EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION

(FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each

Goals for female participation for each

22.4% 6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be

GROUP1-18-R-J007 00100-A2

measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Palm Beach County, Florida

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) (ALTERNATE I) (FEB

1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for – August 19, 2019 at 9:00 AM.

(c) Participants will meet at -- (Location will be provided by the contract administration office via telephone. (See (d) below.)

(d) Participants should call Ms. Cecilia Muzi at (561) 472-3500 on or before August 15, 2019 to make arrangements.

(e) Core borings are available. (If available, follow the instructions in the Physical Data paragraph in Section 00 31 32 of individual request for proposals issued for task orders under this contract to make arrangements to inspect the borings.

Failure to follow the instructions may result in a delay ranging in duration from

GROUP1-18-R-J007 00100-A3

one hour to 4 days.)

(f) After the site visit, a memorandum summarizing the visit may be posted to the appropriate website under the solicitation number. This posting will be strictly for informational purposes only. The memorandum will not become a part of the solicitation. If the solicitation needs to be changed as a result of information obtained during the site visit, a written amendment will be made available to all registered vendors. Questions regarding any information given in the memorandum must be directed to the person whose name appears in item 9 of the Addendum to the Standard Form 1442.

(End of provision)

GROUP1-18-R-J007 00700-A1

ADDENDUM TO SECTION 00700, CONTRACT CLAUSES

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00700

ARE HEREBY PROVIDED:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK, ALTERNATE I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 45 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 24 December 2019. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by 8 October 2019. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $2,872.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

00700A- GROUP1-18-R-J007

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general—

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

File Drawing Index Title

PLANS INDEX

Palm Beach Harbor Maintenance Dredging, 33-Foot Project, Entrance Channel, Palm Beach County, Florida

G-01

(End of clause)

00800-1 Addendum GROUP1-18-R-J007

ADDENDUM TO SECTION 00800, SPECIAL REQUIREMENTS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00800 ARE

HEREBY PROVIDED:

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS

The award decision for this contract was based, in part, on an evaluation of the personnel and/or subcontractors the Contractor included in its proposal for the positions and/or items of subcontracted work identified at the end of this paragraph. The Contractor agrees these personnel and/or subcontractors will be employed as described in its proposal and no substitutes will be employed without prior written approval of the Contracting Officer or Administrative Contracting Officer. The Contractor further agrees that any proposed substitutes shall meet or exceed the qualifications of the original personnel and/or subcontractors. If the Contractor’s proposal did not name a subcontractor for an identified item of work, the Contractor will not be allowed to subcontract that item of work without prior approval of the Contracting Officer or Administrative Contracting Officer. The limitations described herein shall apply to the following: plant and equipment.

Section 00800A - WAGE DETERMINATIONS & OTHER ATTACHMENTS

52.200-1 LIST OF CONSTRUCTION CONTRACT ATTACHMENTS

NO. TITLE DATE NO. OF PAGES

1 NOTE 1

2 General Decision Number FL20190002 01/04/2019 7 3 General Decision Number FL20190003 05/10/2019 6

GROUP1-18-R-J007 00800A-1

NOTE NOTE NOTE

THIS PROJECT INCORPORATES THE STATEWIDE HEAVY DREDGING AND HOPPER

DREDGING WAGE DECISIONS FOR FLORIDA

EXECUTIVE ORDER (EO) 13658 ESTABLISHES AN HOURLY MINIMUM WAGE OF

$10.60 FOR 2019 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-

BACON ACT FOR ALL HOURS PERFORMED ON THE CONTRACT IN CALENDAR

YEAR 2019.

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE

DECISION FURNISHEDFOR THIS PROJECT, PLEASE CONTACT:

FRAN RUSSELL, OFFICE OF COUNSEL, JACKSONVILLE DISTRICT, U.S. ARMY

CORPS OF ENGINEERSAT fran.g.russell@usace.army.mil

GROUP1-18-R-J007 00800A-2

mailto:fran.g.russell@usace.army.mil

General Decision Number: FL20190002 05/10/2019

Superseded General Decision Number: FL20180002

State: Florida

Construction Type: Heavy Dredging

Counties: Florida Statewide.

Dredging Construction Projects FLORIDA (Excluding West of the

Aucilla River and its tributary waterways)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year

2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(l)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the

Davis-Bacon Related Acts, including those set forth at 29 CFR

5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

GROUP1-18-R-J007 00800A-3

GROUP1-18-R-J007 00800A-4

GROUP1-18-R-J007 00800A-5

GROUP1-18-R-J007 00800A-6

GROUP1-18-R-J007 00800A-7

GROUP1-18-R-J007 00800A-8

GROUP1-18-R-J007 00800A-9

General Decision Number: FL20190003 01/04/2019

Superseded General Decision Number: FL20180003

State: Florida

Construction Types: Heavy Dredging

Counties: Florida Statewide.

HOPPER DREDGE CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded

(and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(l)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

GROUP1-18-R-J007 00800A-10

GROUP1-18-R-J007 00800A-11

GROUP1-18-R-J007 00800A-12

GROUP1-18-R-J007 00800A-13

GROUP1-18-R-J007 00800A-14

GROUP1-18-R-J007 00800A-15

Pal m Beach Har bor Mai nt enance Dr edgi ng, 33- Foot Pr oj ect Ent r ance Channel , Pal m Beach Count y, Fl or i da

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRI PTI ONS

00 33 50 WEATHER, WATER STAGE AND TI DE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMI NI STRATI VE PROCEDURES

01 32 01. 10 PROJECT SCHEDULE ( SEE BASE MATOC)

01 33 00 SUBMI TTAL PROCEDURES ( SEE BASE MATOC)

01 35 25 OWNER SAFETY REQUI REMENTS - DI VI NG ( SEE BASE MATOC)

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS ( SEE BASE MATOC)

01 45 00 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM) ( SEE

BASE MATOC)

01 45 05 DREDGI NG/ BEACH FI LL PLACEMENT - CONTRACTOR QUALI TY

CONTROL ( SEE BASE MATOC)

01 50 02 TEMPORARY CONSTRUCTI ON FACI LI TI ES ( SEE BASE MATOC)

01 57 20 ENVI RONMENTAL PROTECTI ON

01 57 25 TURBI DI TY AND DI SPOSAL MONI TORI NG

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VI BRATI ON MONI TORI NG REQUI REMENTS FOR EXI STI NG STRUCTURES

( SEE BASE MATOC)

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 20 26. 01 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM SCOW -

TRACKI NG PROFI LE ( SEE BASE MATOC)

35 20 27 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM PI PELI NE

HYDRAULI C DREDGE

35 20 28 NATI ONAL DREDGI NG QUALI TY MANAGEMENT PROGRAM HOPPER

DREDGE ( SEE BASE MATOC)

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: WOLFE

PID: BBBZ46

Stamping: WOLFE 2010 JAX.DIST.

Setting: Massive retaining walls

Description: To reach from the intersection of Blue Heron Blvd and I-95, West Palm Bch, go east on Blue Heron Blvd 4 miles to SR 708 (exit 76). Turn right on Beach Ct and go south 0.2 miles to Beach Road. Turn left on Beach Rd and proceed east 0.1 miles to Ocean Ave. Turn right on Ocean Ave and go south 0.4 miles to security gate across road leading to north jetty. Key to gate can be obtained at Police Station at 252 Edwards Ln off Ocean Ave. Mark is 311 ft south of gate and set in top of concrete seawall.

Observed: 2010-03-04T12:22:00Z Source: OPUS - page5 1209.04

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 2

DESIGNATION - A 310

PID - AD2870

STATE/COUNTY- FL/PALM BEACH

MARKER: BENCH MARK DISK

SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE

SP_SET: SEAWALL

STAMPING: A 310 1970

MARK LOGO: CGS

MAGNETIC: NO MAGNETIC MATERIAL

STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION

SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR SATELLITE

OBSERVATIONS - March 23, 2009

HISTORY - Date Condition Report By

HISTORY - 1970 MONUMENTED NGS

HISTORY - 20090323 GOOD USACE

STATION DESCRIPTION

DESCRIBED BY NATIONAL GEODETIC SURVEY 1970: AT PALM BEACH, ALONG THE SOUTH

BANK OF LAKE WORTH INLET, AT THE NORTH END OF NORTH OCEAN BLVD, AT A SMALL

CITY DOCK, SET IN THE TOP OF THE WEST END OF A CONCRETE SEAWALL, 21 FEET EAST

OF THE EXTENDED CENTER LINE OF THE BLVD, 2 FEET EAST OF THE WEST END OF THE

SEAWALL, 2.2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK

FENCE, AND ABOUT LEVEL WITH THE BLVD.

RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2009: RECOVERED IN GOOD

CONDITION.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject Plans and Specifications. The following water level datums are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

2. A technical review has been performed on the following data and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch Quality Control Certification.

a) Water Stages. Water levels in the project area are mainly affected by semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following tables.

All datum elevations in these tables are referred to mean lower low water (MLLW). The datums in Table 1 are based on tide station 8722588 (Port of West Palm Beach, Lake Worth). These values should be applied for any dredging and/or material placement taking place landward of the inlet jetties. Table 2 provides datums based on tide station 8722670 (Lake Worth Pier).

These values should be applied for any dredging and/or material placement taking place seaward of the inlet jetties. Both tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS) and are applicable within the project vicinity. Additional information on these and other nearby tide stations is available at this NOAA website: http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida .

Table 1

Station ID: 8722588 (Port of West Palm Beach) Highest Observed Water Level (9/25/2008) = 4.88 Feet Mean Higher High Water (MHHW) = 3.04 Feet Mean High Water (MHW) = 2.86 Feet NAVD88 = 2.49 Feet Mean Sea Level (MSL) = 1.52 Feet Mean Tide Level (MTL) = 1.51 Feet Mean Low Water (MLW) = 0.15 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (12/13/2008) = -1.60 Feet

Table 2

Station ID: 8722670 (Lake Worth Pier) Highest Observed Water Level (10/28/2012) = 5.07 Feet Mean Higher High Water (MHHW) = 3.06 Feet Mean High Water (MHW) = 2.88 Feet NAVD88 = 2.51 Feet Mean Sea Level (MSL) = 1.54 Feet Mean Tide Level (MTL) = 1.52 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (03/28/1971) = -1.73 Feet http://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida

SECTION 00 33 50 Page 2

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: http://tidesandcurrents.noaa.gov/.

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website:

http://nauticalcharts.noaa.gov/ .

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (63459) lies approximately 12 miles east of the project site. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located in 342 meters (1,122 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website:

http://wis.usace.army.mil/ .

3. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year.

The climate of the area is subtropical, and temperatures below freezing occur rarely. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/ http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml

SECTION 00 33 50 Page 3

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website http://www.ncdc.noaa.gov/cdo-web/ published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological observations and data relevant to this region. Available data includes quality controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 30-year climate normals.

The Summary of Monthly Normals product available at the following web link provides monthly average values for temperature, precipitation, and other information. The West Palm Beach Station, located at West Palm Beach International Airport, Florida, is the closest NOAA rain gage in proximity to the project location. Summary of Monthly Normals is provided over the period of record from 1981 through 2010. This station is located at latitude 26° 68’N, longitude 80° 10’W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals .

http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

1. 2. 2 Locat i on

1. 2. 3 Saf et y Requi r ement s

1. 3 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

1. 5 PHYSI CAL DATA

1. 5. 1 Physi cal Condi t i ons

1. 5. 2 Weat her , Wat er St age and Ti de Dat a

1. 5. 3 Cont r act or I nvest i gat i on

1. 5. 4 Mar i t i me Tr af f i c

1. 5. 5 Obst r uct i on of Channel

1. 5. 6 Hydr ogr aphi c Sur veys

1. 6 LAYOUT OF WORK

1. 6. 1 Est abl i shed Pr oj ect Cont r ol

1. 6. 2 Layout

1. 6. 3 Sur vey

1. 7 DAMAGE TO WORK

1. 8 OFFI CE SPACE FOR GOVERNMENT PERSONNEL

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 01 11 00 Page 1

SECTI ON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by t he basi c desi gnat i on onl y.

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

GDR Sect i on 00 31 32, Geot echni cal Dat a Repor t f or Pal m Beach Har bor Mai nt enance Dr edgi ng, 33- Foot Pr oj ect , Pal m Beach Count y, Fl or i da

EM 385- 1- 1 Saf et y and Heal t h Requi r ement s Manual

1. 2 WORK COVERED BY CONTRACT DOCUMENTS

1. 2. 1 Pr oj ect Descr i pt i on

Pr oj ect wor k ent ai l s mai nt enance dr edgi ng shoal mat er i al f r om Pal m Beach Har bor . Wor k wi l l i nc l ude dr edgi ng t he Ent r ance Channel t o dept hs var yi ng f r om 37 t o 39 f eet wi t h a 2- f oot al l owabl e over dept h. Al l mat er i al wi l l be pl aced i n t he per mi t t ed beach di sposal ar ea whi ch l i es i mmedi at el y sout h of t he i nl et . I nci dent al wor k i ncl udes, but i s not l i mi t ed t o t ur bi di t y moni t or i ng and endanger ed speci es moni t or i ng.

1. 2. 2 Location

The wor k i s l ocat ed i n Pal m Beach Har bor , Pal m Beach Count y, Fl or i da.

1. 2. 3 Saf et y Requi r ement s

See Sect i on 01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS and EM 385- 1- 1.

1. 3 COMMENCEMENT, PROSECUTI ON AND COMPLETI ON OF WORK

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause COMMENCEMENT, PROSECUTI ON, AND COMPLETI ON OF WORK ( FAR 52. 211- 10) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 4 LI QUI DATED DAMAGES - CONSTRUCTI ON

Ref er t o t he Cl ause LI QUI DATED DAMAGES - CONSTRUCTI ON ( FAR 52. 211- 12) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5 PHYSI CAL DATA

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause PHYSI CAL DATA ( FAR

52. 236- 4) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

SECTI ON 01 11 00 Page 2

1. 5. 1 Physi cal Condi t i ons

The i ndi cat i ons of physi cal condi t i ons on t he dr awi ngs and i n t he speci f i cat i ons ar e t he r esul t of s i t e i nvest i gat i ons by sur veys and/ or by cor e bor i ngs. When t he i ndi cat ed physi cal condi t i ons ar e t he r esul t of s i t e i nvest i gat i ons by cor e bor i ngs, t he cor e bor i ng l ogs and l abor at or y dat a ar e i n Sect i on 00 31 32 GEOTECHNI CAL DATA REPORT ( GDR) and t he cor e bor i ng l ocat i ons ar e shown on t he dr awi ngs. Al so, see t he GDR f or i nst r uct i ons concer ni ng avai l abi l i t y of cor e bor i ngs f or i nspect i on.

1. 5. 2 Weat her , Wat er St age and Ti de Dat a

See Sect i on 00 33 50 WEATHER, WATER STAGE AND TI DE DATA.

1. 5. 3 Cont r act or I nvest i gat i on

Ref er t o t he Cl ause SI TE I NVESTI GATI ON AND CONDI TI ONS AFFECTI NG THE WORK ( FAR 52. 236- 3) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 5. 4 Mar i t i me Tr af f i c

Mar i ne t r af f i c i n t he pr oj ect ar ea consi st s of Naval , cr ui se shi ps, commer ci al , pl easur e, and smal l r ecr eat i onal vessel s of al l t ypes and si zes whi ch can be accommodat ed by exi st i ng dept hs.

1. 5. 5 Obst r uct i on of Channel

The Gover nment wi l l not under t ake t o keep t he channel f r ee f r om vessel s or ot her obst r uct i ons, except t o t he ext ent of such r egul at i ons, i f any, as may be pr escr i bed by t he Secr et ar y of t he Ar my, i n accor dance wi t h t he pr ovi s i ons of Sect i on 7 of t he Ri ver and Har bor Act appr oved 8 August 1917. The Cont r act or wi l l be r equi r ed t o conduct t he wor k i n such manner as t o obst r uct navi gat i on as l i t t l e as possi bl e, and i n case t he Cont r act or ' s pl ant so obst r uct s t he channel as t o make di f f i cul t or endanger t he passage of any vessel s, sai d pl ant shal l be pr ompt l y moved on t he appr oach of any vessel t o such an ext ent as may be necessar y t o af f or d a pr act i cabl e passage. Upon compl et i on of t he wor k t he Cont r act or shal l pr ompt l y r emove hi s pl ant , i ncl udi ng r anges, buoys, pi l es, and ot her mar ks pl aced by hi m under t he cont r act i n navi gabl e wat er s or on shor e.

1. 5. 6 Hydr ogr aphi c Sur veys

Hydr ogr aphi c sur veys ar e post ed as separ at e el ect r oni c f i l es. Sur vey number s ar e i ndi cat ed on t he dr awi ngs.

1. 6 LAYOUT OF WORK

Read t hi s par agr aph i n conj unct i on wi t h t he Cl ause LAYOUT OF WORK ( FAR

52. 236- 17) of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1.

1. 6. 1 Est abl i shed Pr oj ect Cont r ol

The Gover nment has est abl i shed monument s al ong t he wor k s i t e( s) . Each monument i s r epr esent ed i n t he cont r act dr awi ngs by a Desi gnat i on and i n most cases, an al phanumer i c Per manent I dent i f i er ( PI D) . I nf or mat i on concer ni ng t he l ocat i on and el evat i ons can be f ound wi t hi n t he Sur vey Not es on t he pl an sheet s. The Sur vey Not es f or each i nc l uded f i el d sur vey wi l l c i t e a par t i cul ar sur vey number , and speci f y t he cont r ol used t o conduct

SECTI ON 01 11 00 Page 3 t hat sur vey. Addi t i onal i nf or mat i on i s i ncl uded i n t he Sur vey Not es t hat must be dupl i cat ed i f an at t empt t o r ecr eat e t he subj ect sur vey i s desi r ed.

For navi gat i on channel s, t he Gover nment has est abl i shed t i dal cal i br at i on s i t es f or pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um. Each t i dal cal i br at i on s i t e i s r epr esent ed i n t he pl an sheet dr awi ngs by St at i on I D, and i s c i t ed i n t he Sur vey Not es. Al l pr oj ect s const r uct ed and mai nt ai ned t o a t i dal dat um shal l be cal i br at ed t o t he St at i on I D speci f i ed i n t he pl an sheet dr awi ngs. I nf or mat i on r egar di ng t he l ocat i on and associ at ed benchmar ks of t he r ef er enced St at i on I D i s i ncl uded i n t he Monument Descr i pt i on sect i on of t hese speci f i cat i ons.

See Sect i on 00 31 21 CONTROL MONUMENT DESCRI PTI ONS.

1. 6. 2 Layout

Fr om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment , t he Cont r act or shal l compl et e t he l ayout of t he wor k and shal l be r esponsi bl e f or al l measur ement s t hat may be r equi r ed f or t he execut i on of t he wor k t o t he l ocat i on and l i mi t mar ks pr escr i bed i n t he speci f i cat i ons or on t he cont r act dr awi ngs, subj ect t o such modi f i cat i ons as t he Cont r act i ng Of f i cer may r equi r e t o meet changed condi t i ons or as a r esul t of necessar y modi f i cat i ons t o t he cont r act wor k.

1. 6. 3 Survey

The Cont r act or shal l f ur ni sh, at hi s own expense, such st akes, t empl at es, pl at f or ms, equi pment , t ool s and mat er i al , and al l l abor as may be r equi r ed i n l ayi ng out any par t of t he wor k f r om t he monument s, cont r ol dat a and el evat i ons est abl i shed by t he Gover nment . I t shal l be t he r esponsi bi l i t y of t he Cont r act or t o mai nt ai n and pr eser ve al l s t akes and ot her mar ks est abl i shed by t he Cont r act i ng Of f i cer unt i l aut hor i zed t o r emove t hem, and i f such mar ks ar e dest r oyed by t he Cont r act or or t hr ough hi s negl i gence, pr i or t o t hei r aut hor i zed r emoval , t hey may be r epl aced by t he Cont r act i ng Of f i cer , at hi s di scr et i on, and t he expense of r epl acement wi l l be deduct ed f r om any amount s due or t o become due t he Cont r act or . The Cont r act i ng Of f i cer may r equi r e t hat wor k be suspended at any t i me when l ocat i on and l i mi t mar ks est abl i shed by t he Cont r act or ar e not r easonabl y adequat e t o per mi t checki ng of t he wor k.

1. 7 DAMAGE TO WORK

The r esponsi bi l i t y f or damage t o any par t of t he per manent wor k shal l be as set f or t h i n Cl ause PERMI TS AND RESPONSI BI LI TI ES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1. However , i f , i n t he j udgment of t he Cont r act i ng Of f i cer , any par t of t he per manent wor k per f or med by t he Cont r act or i s damaged by f l ood, ear t hquake, hur r i cane, or t or nado, whi ch damage i s not due t o t he f ai l ur e of t he Cont r act or t o t ake r easonabl e pr ecaut i ons or t o exer ci se sound engi neer i ng and const r uct i on pr act i ces i n t he conduct of t he wor k, t he Cont r act or wi l l make t he r epai r s as or der ed by t he Cont r act i ng Of f i cer and f ul l compensat i on f or such r epai r s wi l l be made at t he appl i cabl e cont r act uni t or j ob pr i ces as f i xed and est abl i shed i n t he cont r act . I f , i n t he opi ni on of t he Cont r act i ng Of f i cer , t her e ar e no cont r act uni t or j ob pr i ces appl i cabl e t o any par t of such wor k, an equi t abl e adj ust ment pur suant t o Cl ause CHANGES of Sect i on 00700 CONTRACT CLAUSES i n Vol ume 1 wi l l be made as f ul l compensat i on f or t he r epai r s of t hat par t of t he per manent wor k f or whi ch t her e ar e no appl i cabl e cont r act uni t or j ob pr i ces. Except as her ei n pr ovi ded, damage t o al l wor k ( i ncl udi ng t empor ar y const r uct i on) , ut i l i t i es, mat er i al s, equi pment and

SECTI ON 01 11 00 Page 4 pl ant shal l be r epai r ed t o t he sat i sf act i on of t he Cont r act i ng Of f i cer at t he Cont r act or ' s expense, r egar dl ess of t he cause of such damage.

1. 8 OFFI CE SPACE FOR GOVERNMENT PERSONNEL

The Cont r act or shal l pr ovi de a 10- f oot by 10- f oot par t i t i oned space on t he dr edge or i n a f i el d of f i ce t r ai l er ( wi t h l ocki ng door ) t o be made avai l abl e f or use by Gover nment per sonnel i n t he Cont r act or ' s t r ai l er wi t h t he f ol l owi ng:

a. Two of f i ce desks wi t h l ockabl e dr awer s ( 60 i nches by 30 i nches, l ami nat ed t op) and t wo swi vel of f i ce chai r s.

b. Fi r e r esi st ant , f i ve dr awer , l egal s i ze, l ockabl e f i l i ng cabi net .

c. A mi cr owave oven and r ef r i ger at or .

PART 2 PRODUCTS ( NOT APPLI CABLE)

PART 3 EXECUTI ON ( NOT APPLI CABLE)

- - End of Sect i on - -

SECTI ON 01 11 00 Page 5

SECTI ON TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

SECTI ON 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1. 1 SUMMARY

1. 1. 1 Ref er ence

1. 2 RESI DENT MANAGEMENT SYSTEM ( RMS)

1. 2. 1 Def i ni t i…