G4J030Specifications.pdf

GROUP4-10-R-J030

Jacksonville District

U.S. Naval Station, Mayport, Florida Maintenance Dredging, 50-Foot Project Entrance Channel and Harbor Complex

Duval County, Florida

Construction Solicitation and Specifications Task Order

01 SEPTEMBER 2016

U.S. Naval Station Mayport, Florida, Maintenance Dredging GROUP4-10-R-J030 50-Foot Project, Entrance Channel and Harbor Complex

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

JEFF E. BERGEN, P.E.

CHIEF, WATERWAYS SECTION, DESIGN BRANCH

ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOTECHNICAL BRANCH

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

GROUP4-10-R-J030 SF 1442-A1

ADDENDUM TO THE STANDARD FORM 1442

U.S. NAVAL STATION MAYPORT, FLORIDA MAINTENANCE DREDGING, 50-FOOT

PROJECT ENTRANCE CHANNEL AND HARBOR COMPLEX

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

For GROUP 4 use: W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003);

Cavache, Inc. (W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13- D-0005); Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); and C. F. Bean LLC (W912EP-13-D-0015)

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 4, DREDGING POOL.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s)

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Construction Contract Administration Support System (CCASS) records contained in the US Army Corps of Engineers CCASS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) All submissions shall be on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(4) Completed “Addendum to the Standard Form 1442”

(5) Revisions- offers shall acknowledge receipt of revisions by completing the “notice to offerors—blocks 14,15 and 20”

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact: Timothy A. Donnellan, (904)232-3055 Timothy.A.Donnellan@usace.army.mil

Block 10 -- Magnitude of Construction is between $5,000,000.00 and $15,000,000.00 mailto:Timothy.A.Donnellan@usace.army.mil

GROUP4-10-R-J030 SF 1442-A2

Block 11 – The contractor shall begin performance within 45 calendar days and complete performance within 202 calendar days after receipt of the notice to proceed (NTP). This performance period is mandatory.

Block 12 -- The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than: 2:00pm, EST on 04 October 2016.

Contracting Division – Attn: Timothy A. Donnellan U.S. Army Corps of Engineers 701 San Marco Blvd.

Jacksonville, FL 32207

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (Include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________

E-Mail: ________________________________________________

Offer Date: _______________________________________________

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

North Florida Area Office 4070 Boulevard Center Drive Suite 201 Jacksonville, FL 32207

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

U.S. NAVAL STATION MAYPORT, FLORIDA, MAINTENANCE DREDGING

50-FOOT PROJECT, ENTRANCE CHANNEL AND HARBOR COMPLEX

DUVAL COUNTY, FLORIDA

GROUP4-10-R-J030 00010A-1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION LUMP SUM $_______________

0002 EXCAVATION, UNCLASSIFIED

BAR CUT-3 (ESTIMATED QUANTITY, SEE NOTES 1

AND 6) 396,000 CUBIC YARD $___________ $_______________

0003 EXCAVATION, UNCLASSIFIED

ENTRANCE CHANNEL (ESTIMATED QUANTITY,

SEE NOTES 1 AND 6) 101,000 CUBIC YARD $___________ $_______________

0004 EXCAVATION, UNCLASSIFIED

TURNING BASIN (ESTIMATED QUANTITY, SEE

NOTES 1 AND 6) 894,000 CUBIC YARD $___________ $_______________

0005 EXCAVATION, UNCLASSIFIED

DESTROYER BASIN (ESTIMATED QUANTITY, SEE

NOTES 1 AND 6) 49,000 CUBIC YARD $___________ $_______________

0006 EXCAVATION, UNCLASSIFIED

SMALL BOAT BASIN (ESTIMATED QUANTITY, SEE

NOTES 1 AND 6) 1,000 CUBIC YARD $___________ $_______________

0007 TURBIDITY MONITORING LUMP SUM $_______________

0008 ENDANGERED SPECIES OBSERVER

(HOPPER DREDGE ONLY) LUMP SUM $_______________

0009 DEDICATED MANATEE OBSERVER

(CLAMSHELL DREDGING ONLY) LUMP SUM $_______________

0010 MOBILIZATION AND DEMOBILIZATION FOR

NON-CAPTURE SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 5) LUMP SUM $_______________

0011 SEA TURTLE NON-CAPTURE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 5) 1 DAY $___________ $_______________

0012 STANDBY TIME (SEE NOTE 4) 24 HOUR $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0012) $_______________

NOTES: (1) THE TOTAL QUANTITY SHOWN FOR EACH EXCAVATION CLIN INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN THE DATES OF SURVEYS SHOWN ON THE DRAWINGS AND ACTUAL DREDGING. THE CONTRACTOR SHALL NOT PERFORM WORK IN EXCESS OF THE TOTAL ESTIMATED QUANITITY GIVEN FOR EACH CLIN WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT LEAST ONE WEEK PRIOR TO THE ANTICIPATED DATE THAT THE ESTIMATED QUANTITY MAY

BE EXCEEDED.

(2) ALL OFFERS MUST BE FOR THE ENTIRE WORK AND MUST HAVE EACH BLANK SPACE COMPLETED.

(3) AN ENDANGERED SPECIES OBSERVER IS REQUIRED FOR A HOPPER DREDGE ONLY. A DEDICATED MANATEE

OBSERVER IS REQUIRED FOR CLAMSHELL DREDGING ONLY.

SEE NEXT PAGE FOR NOTES 4, 5 AND 6.

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

U.S. NAVAL STATION MAYPORT, FLORIDA, MAINTENANCE DREDGING

50-FOOT PROJECT, ENTRANCE CHANNEL AND HARBOR COMPLEX

DUVAL COUNTY, FLORIDA

GROUP4-10-R-J030 00010A-2

(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 THE DREDGING OPERATIONS, DIFFERIING 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. THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITY CLAUSE, AND 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) SEA TURTLE NON-CAPTURE TRAWL SWEEPING IS REQUIRED FOR HOPPER DREDGE ONLY WHEN DIRECTED BY THE CONTRACTING OFFICER. SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION, SUBPARAGRAPH "SUSPENSION OF

DREDGING (HOPPER DREDGE ONLY).

(6) HOPPER DREDGING IS SUBJECT TO SEASONAL RESTRICTIONS. SEE SECTION 01 57 20 ENVIRONMENTAL PROTECTION

FOR APPLICABLE SPECIAL OPERATING CONDITIONS.

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) 20 September 2016, Close of Business. 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: GROUP4-10-R-J030

The Bidder Inquiry Key is: 7FAZ8W-H6MKMG

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.

GROUP4-10-R-J030 Addendum

THE FOLLOWING PAGES CONTAIN ADDENDUMS TO SPECIFIC CLAUSES OF THE

ORIGINAL SOLICITATION NUMBER(S); W912EP-10-R-0026

THIS ADDENDUM IS ONLY APPLICABLE TO THIS

SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP4-10-R-J030

PROJECT TITLE:

U.S. NAVAL STATION MAYPORT, FLORIDA MAINTENANCE DREDGING, 50-FOOT

PROJECT ENTRANCE CHANNEL AND HARBOR COMPLEX

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.

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00100 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 trade

Goals for female participation for each trade

21.8% 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 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 Duval County, Florida.

(End of clause)

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

ADAPTATION)

(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 – September 08, 2016 at 10:00am.

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

(d) Participants should call Mr. Mike Lyons at 904-232-3818 on or before September 07, 2016 at 11:00am, EST to make arrangements.

(e) Core borings are available:

(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.

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 (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 225 calendar days after the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

The total completion time of 202 calendar days includes the following:

Base Bid 202 calendar days (includes 45 calendar days mob/demob)

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 $2,720.00 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.

52.232-18 -- Availability of Funds. (Apr 1984)

Funds are not presently available for this contract. The Government’s obligation under this contract is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise until funds are made available to the Contracting Officer for this contract and until the Contractor receives notice of such availability, to be confirmed in writing by the Contracting Officer.

(End of Clause)

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:

Title File Drawing No.

U.S. NAVAL STATION

MAYPORT, FLORIDA

MAINTENANCE DREDGING,

50-FOOT PROJECT

ENTRANCE CHANNEL AND

HARBOR COMPLEX

GROUP4-10-R-J030

G-01

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 positions and/or items of subcontracted work: Named Dredge(s)

(End of paragraph number 999.215-4001)

ADDENDUM TO SECTION 00800A, WAGES DETERMINATIONS AND OTHER

ATTACHMENTS

THE FOLLOWING WAGES RATES ARE HEREBY INCORPORATED INTO THIS TASK

ORDER:

LIST OF CONSTRUCTION CONTRACT ATTACHMENTS

No. TITLE DATE NO. OF PAGES

1 NOTE 1

2 General Decision FL160002 01/08/2016 5 3 General Decision FL160003 01/08/2016 4

NOTE NOTE NOTE

THIS PROJECT INCORPORATES HEAVY CONSTRUCTION, HEAVY DREDGING

AND HOPPER DREDGING WAGE DETERMINATIONS.

THE HEAVY CONSTRUCTION WAGE DECISION MAY ONLY BE APPLIED TO

OPERATIONS OCCURING ON LAND. IT CANNOT BE APPLIED TO WORK OF ANY

SORT CONDUCTED ABOARD VESSELS OR FLOATING PLANT OF ANY TYPE.

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

$10.15 FOR 2016 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-

BACON ACT FOR WHICH THE SOLICITATION IS ISSUED ON OR AFTER

JANUARY 1, 2016.

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE

DECISIONS FURNISHED FOR THIS PROJECT, PLEASE CONTACT:

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

CORPS OF ENGINEERS AT 904-232-3761, FAX 904-232-1954.

General Decision Number: FL160002 01/08/2016 FL2

Superseded General Decision Number: FL20150002

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 $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the 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 $10.15 (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 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

* ENGI0025-002 10/01/2014

Rates Fringes

Dredging : (Hydraulic Dredges Over 20") CLASS A.....................$ 35.63 12.39+a CLASS B1....................$ 30.81 12.00+a CLASS B2....................$ 29.01 11.86+a CLASS C1....................$ 28.22 11.55+a CLASS C2....................$ 27.30 11.47+a CLASS D.....................$ 22.68 10.85+a Hydraulic Dredges Under 20" Cook........................$ 8.11 1.73+b Deckhand....................$ 7.77 1.73+b Engineer....................$ 9.59 1.73+b Launchman...................$ 8.19 1.73+b Leverman....................$ 10.03 1.73+b Mate........................$ 8.82 1.73+b Mess Cook...................$ 7.71 1.73+b Messman & Janitor...........$ 7.53 1.73+b Oiler & Fireman.............$ 8.11 1.73+b Shoreman....................$ 7.82 1.73+b Spider Barge Operator.......$ 8.68 1.73+b Spill Barge Operator........$ 8.68 1.73+b Welder......................$ 9.79 1.73+b

CLASSIFICATIONS:

6/27/2016http://www.wdol.gov/wdol/scafiles/davisbacon/fl2.dvb

CLASS A: Leverman, Operator.

CLASS B1: Licensed Tug Operator over 1000 HP, Derrick Operator, Spider/Spill Barge Operator, Timber Fork Operator, Dozer Operator, Engineer, Blaster/Driller, Fill Placer, Electrician.

CLASS B2: Licensed Boat Operator, Certified Welder.

CLASS C1: Mate, Drag Barge Operator, Welder, Assistant Fill Placer, Steward.

CLASS C2: Boat Operator.

CLASS D: Shoreman, Deckhand, Rodman, Scowman, Cook, Messman, Oiler, Janitor.

PREMIUMS: Additional 20% for hazardous material work

FOOTNOTE APPLICABLE TO ABOVE CRAFTS:

a. New Year's Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day.

Vacation Contribution of 8% of straight time rate multiplied by the total hours worked.

b. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day. Plus Vacation contribution of 8% of straight time pay for all hours worked.

INCENTIVE PAY : (Add to Hourly Rate)

Operator (NCCCO License/Certification) $0.50; Licensed Tug Operator over 1000 HP (Assigned as Master) USCG licensed Master of Towing Vessels (MOTV) $1.00; Licensed Boat Operator (assigned as lead boat captain) USCG licensed boat operator $0.50; Engineer (QMED and Tankerman endorsement or licensed engineer (USCG) $0.50; Oiler QMED and Tankerman endorsement (USCG) $0.50; All classifications Tankerman endorsement only (USCG) $0.50; Deckhand or Mater AB w/Lifeboatman only (USCG) $0.25; Welder (ABS certification) $0.50

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

General Decision Number: FL160003 01/08/2016 FL3

Superseded General Decision Number: FL20150003

State: Florida

Construction Types: Heavy Dredging

Counties: Florida Statewide.

HOPPER DREDGE CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the 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 $10.15 (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 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

SUFL1993-010 05/24/1993

Rates Fringes

Self-Propelled Hopper Dredge Drag Tenders................$ 8.21

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), 6/27/2016http://www.wdol.gov/wdol/scafiles/davisbacon/fl3.dvb a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

PROJECT TABLE OF CONTENTS

DIVISION 00 - TECHNICAL INFORMATION

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Designation: STARK

PID: BBBZ99

Stamping: STARK 1987 JAX FLA Stability:

Setting: Set in top of concrete monument Description: Station is located at U.S. Naval Station, Mayport, Duval Co., FL. To reach from the Main Gate of Mayport

Naval Station, go east on Main Road 1.5 miles to Carrier Basin. Proceed east 0.5 miles until reaching peninsula that protrudes east toward the Atlantic Ocean and bordered by the St. Johns River to the north and Mayport Entrance Channel to the south. Mark is 21 ft from NE corner of chain-link fence and 31.6 ft from SE corner of chain-link fence which surrounds signal gun emplacement.

Observed: 2010-08-02T21:12:00Z Source: OPUS - page5 1209.04

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

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, and stormwater runoff in the St. Johns River. 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 table.

All datum elevations in this table are referred to mean lower low water (MLLW). These datums are based on field measurements from two tide stations located along the St. Johns River (stations 8720218 and 8720214). The tidal datum for the Bar Pilots Dock station is based on a time period from May 2001 to April 2011; for the Degaussing Structure the time period was May to October, 1998. These tide stations were established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS). Both tidal stations are based on the 1983-2001 tidal epoch. Additional information on these and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/stations.html?type=Bench+Mark+Data+Sheets.

Station ID: 8720218 PUBLICATION DATE: 8/19/2011 Name: Mayport (Bar Pilots Dock), FL NOAA Chart: 11490 Latitude: 30° 23.8' N USGS Quad: MAYPORT Longitude: 81° 25.8' W

Highest Observed Water Level (9/27/2004) = 7.42 Feet Mean Higher High Water (MHHW) = 4.95 Feet Mean High Water (MHW) = 4.68 Feet North American Vertical Datum – 1988 (NAVD) = 3.01 Feet Mean Sea Level (MSL) = 2.47 Feet Mean Tide Level (MTL) = 2.42 Feet Mean Low Water (MLW) = 0.15 Feet Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (3/8/2008) = -2.54 Feet http://tidesandcurrents.noaa.gov/stations.html?type=Bench+Mark+Data+Sheets

SECTION 00 33 50 Page 2

Station ID: 8720214 PUBLICATION DATE: 11/10/2010 Name: DEGAUSSING STRUCTURE, FLORIDA NOAA Chart: 11490 Latitude: 30° 23.8' N USGS Quad: MAYPORT Longitude: 81° 23.7' W

Mean Higher High Water (MHHW) = 5.29 Feet Mean High Water (MHW) = 4.96 Feet North American Vertical Datum – 1988 (NAVD) = 3.18 Feet Mean Sea Level (MSL) = 2.57 Feet Mean Tide Level (MTL) = 2.57 Feet Mean Low Water (MLW) = 0.16 Feet Mean Lower Low Water (MLLW) = 0.00 Feet

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 as well as 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, and are available for review in the Jacksonville District Office or 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. It also provides miscellaneous meteorological data. This publication is available through NOAA, and is also available at the following website:

http://nauticalcharts.noaa.gov/nsd/cpdownload.htm.

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 (WIS Station #63407) lies approximately 15 miles east of Mayport, Florida.

Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 20-year period extending from 1980-1999, at a station located in 15 meters (49 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.

http://tidesandcurrents.noaa.gov/ http://nauticalcharts.noaa.gov/nsd/cpdownload.htm http://wis.usace.army.mil/

SECTION 00 33 50 Page 3

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 essentially subtropical, and the area occasionally experiences temperatures below freezing. The wet season in the project area is from June through September. 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 northeast Florida. Dangerous thunderstorms can occur in this area at any time of the year.

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 Mayport Pilot Station, Florida, NOAA rain gage in proximity to the project location provides a Summary of Monthly Normals over the period of record from 1981 through 2010. This station is located at latitude 30.4° N, longitude 81.416° W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

http://www.ndbc.noaa.gov/maps/Florida.shtml 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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Contractor Access and Use of Premises

1.2.5 Security Requirements

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for U.S. Naval Station Mayport, Maintenance Dredging, 50-Foot Project

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project consists of maintenance dredging the following areas: Bar Cut-3, the Mayport Entrance Channel, the Turning Basin, the Destroyer basin, and the Small Boat Basin. All excavated material will be transported and placed in the Jacksonville ODMDS Release Zone "A". Work will also include turbidity and environmental species monitoring.

1.2.2 Location

U. S. Naval Station Mayport is located at the mouth of the St. Johns River in Duval County, Florida where it enters the Atlantic Ocean and is accessible from both bodies of water. Land access is available from Florida SR A1A. The center of the Jacksonville ODMDS Release Zone "A" lies in the Atlantic Ocean approximately 4.9 nautical miles southeast of the seaward tip of the southern river jetty.

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.2.4 Contractor Access and Use of Premises

It should be recognized the requirements for security and base access vary between bases as well as between various locations within individual bases. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress

SECTION 01 11 00 Page 2 and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless cleared by the Contracting Officer.

1.2.5 Security Requirements

Security passes will be required for all Contractor and Subcontractor personnel. See Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES, paragraph titled Identification of Employees.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

b. In addition to the above, the following shall apply: The…