G2J015SpecsRevision0001.pdf

CONTINUATION SHEET

Fort Myers Beach Harbor, Florida, Maintenance Dredging 12-Foot Project, Lee County, Florida

GROUP2-10-R-J015 1 Revision 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

In LINE ITEMS AND PRICING SCHEDULE, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this amendment.

Changes to Specifications:

DELETE DESIGN AUTHENTICATION, and REPLACE with the attached revised signed DESIGN

AUTHENTICATION.

DELETE Section 00010A LINE ITEMS AND PRICING SCHEDULE, and REPLACE with the attached revised Section 00010A LINE ITEMS AND PRICING SCHEDULE.

DELETE PROJECT TABLE OF CONTENTS, and REPLACE with the attached revised PROJECT TABLE OF

CONTENTS.

DELETE Section 00 31 32 GEOTECHNICAL DATA REPORT (separate document), and REPLACE with the attached revised Section 00 31 32 GEOTECHNICAL DATA REPORT (separate document).

DELETE Section 01 11 00 SUMMARY OF WORK, and REPLACE with the attached revised Section

01 11 00 SUMMARY OF WORK.

DELETE Section 01 22 00 MEASUREMENT AND PAYMENT, and REPLACE with the attached revised Section 01 22 00 MEASUREMENT AND PAYMENT.

DELETE SUBMITTAL REGISTER, and REPLACE with the attached revised SUBMITTAL REGISTER.

DELETE Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, and REPLACE with the attached revised Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

DELETE Section 35 20 23 DREDGING, and REPLACE with the attached revised Section 35 20 23

DREDGING.

ADD new Section 35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW – ULLAGE

PROFILE.

2. DRAWINGS (Separate Document):

DELETE the entire set and REPLACE with the attached revised drawings.

(End of Summary of Changes)

Fort Myers Beach Harbor, Florida GROUP2-10-R-J015 Maintenance Dredging, 12-Foot Project

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.

ACTING CHIEF, WATERWAYS SECTION, DESIGN BRANCH

ENGINEERING DIVISION

LUIS A. RUIZ, P.E.

CHIEF, GEOTECHNICAL BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

DUDLEY.DAVID.F.139938

Digitally signed by DUDLEY.DAVID.F.1399388569 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=DUDLEY.DAVID.F.1399388569 Date: 2016.03.28 15:11:55 -04'00'

BERGEN.JEFFREY.

EARL.1071199173

Digitally signed by

BERGEN.JEFFREY.EARL.1071199173

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=BERGEN.JEFFREY.EARL.1071199173 Date: 2016.03.29 09:36:31 -04'00'

RUIZ.LUIS.ANGEL.123216977

Digitally signed by RUIZ.LUIS.ANGEL.1232169776 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=RUIZ.LUIS.ANGEL.1232169776 Date: 2016.03.29 10:48:12 -04'00'

BOROCHANER.LAU

REEN.A.1229042080

Digitally signed by

BOROCHANER.LAUREEN.A.1229042080

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=BOROCHANER.LAUREEN.A.1229042080 Date: 2016.03.30 18:02:19 -04'00'

Revision 0001

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

FORT MYERS BEACH HARBOR, FLORIDA

MAINTENANCE DREDGING, 12-FOOT PROJECT

LEE COUNTY, FLORIDA

GROUP2-10-R-J015 00010A-1 REVISION 0001

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION 1 LUMP SUM $_______________

0002 EXCAVATION, UNCLASSIFIED

* CUT-1 STA. 20+00 TO 45+00 AND

CUT-3 STA. 7+00 TO 18+54.84 *

(ESTIMATED QUANTITY) 130,000 CUBIC YARD $___________ $_______________

0003 TURBIDITY MONITORING 1 LUMP SUM $_______________

0004 MANATEE OBSERVER (CLAMSHELL ONLY) 1 LUMP SUM $_______________

0005 STANDBY TIME (SEE NOTE 4) 72 HOUR $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0004) $_______________

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. ACTUAL QUANTITIES MAY VARY.

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

(3) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF 1442, SECTION 00010A, SECTION 00101 AND BID GUARANTEE) COULD RENDER YOUR BID NON-RESPONSIVE. SEE PARAGRAPH 999.214-4018 OF SECTION 00100. SEE

CLAUSE 52.214-18 PREPARATION OF BIDS--CONSTRUCTION OF SECTION 00100.

* (4) STANDBY TIME MAY BE EXERCISED WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER. 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.

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

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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

1.3 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 Surveys

1.5.6.1 Channel Surveys

1.5.6.2 Nearshore Survey

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 Maintenance Dredging, 12-Foot Project, Fort Myers Beach Harbor, Fort Myers Beach, Lee County, Florida.

Nearshore Survey (2016) USACE Nearshore Survey 16-037 (zip file Nearshore_Survey.zip)

FDEP Survey (2015) FDEP Monitoring Survey (zip file FDEP_Survey.zip)

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work will consist of maintenance dredging of Ft. Myers Beach Harbor, Lee County, Ft. Myers Beach, Florida. The Federal Channel will be dredged to a 12-foot required depth plus 2 feet of allowable overdepth. All dredged material will be placed in the nearshore disposal placement area located approximately a quarter mile east from Ft. Myers Beach Pier.

Maximum pumping distance will be approximately 3.5 miles. Work also includes turbidity monitoring and environmental protection activities.

1.2.2 Location

The project site is located in Fort Myers Beach Harbor, Lee County, Florida.

1.2.3 Safety Requirements

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

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 phrase "commence work" means "commence dredging". The commencement time

SECTION 01 11 00 Page 2 indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.4 Maritime Traffic

Channel Traffic in the project area consists of Naval, cruise ships, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.5.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.5.6 Surveys

1.5.6.1 Channel Surveys

Hydrographic surveys are posted at the following web address:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys

SECTION 01 11 00 Page 3

Survey numbers are indicated on the drawings.

1.5.6.2 Nearshore Survey

A Nearshore Survey was completed in 2016 at the same time as the channel survey shown on the drawings and in 2015 for shoreline monitoring. The 2015 FDEP Survey provides topographic and hydrographic elevations shots.

The survey boundaries are shown on the plans where the survey files indicated in paragraph REFERENCES above are provided as separate electronic files.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted

SECTION 01 11 00 Page 4 from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Item 0003)

1.4.3 Manatee Observer (Clamshell Only) (Line Item 0004)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Standby Time (Line Item 0005)

1.5.2.1 Measurement and Payment

1.5.2.2 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design, Hydrographic Surveying

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 22 00 Page 2

Schedule of Values; G, RO

Provide a breakdown of lump sum items into proposed pay activities. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

1.4 LUMP SUM PAYMENT ITEMS

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

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Item 0003)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.3 Manatee Observer (Clamshell Only) (Line Item 0004)

Payment will be made for costs associated with or incidental to providing a qualified manatee observer during operation of a clamshell dredge. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5 UNIT PRICE PAYMENT ITEMS

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

SECTION 01 22 00 Page 3 unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Item 0002)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal placement of dredged materials; providing and maintaining access to the work site(s) and disposal nearshore placement area(s); noise control; debris removal;

environmental protection (except for turbidity monitoring and manatee observer which is are paid for in another line items) and manatee observer (clam shell only) coordination with sponsor endangered species observer; and installation, operation or maintenance of the electronic tracking system for surveillance of all dredging and disposal activities. See Sections 35 20 23 DREDGING and 01 57 20 ENVIRONMENTAL

PROTECTION.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

c. Hydrographic surveys for final measurement and payment and for channel clearance will be made by the Government. All surveys will be performed in accordance with USACE EM 1110-2-1003. Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place within the areas to be dredged and quantities determined by the average end area method. The volume computed shall be between the bottom surface shown by soundings taken within 3 weeks 10 days before dredging and the bottom surface shown by the soundings taken within 3 weeks 10 days after the work specified in each acceptance section indicated on the drawings has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall include the volume within the limits of the side slopes described in subparagraph "Side Slopes" of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND

SECTION 01 22 00 Page 4

SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Materials" of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section

35 20 23 DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Standby Time (Line Item 0005)

1.5.2.1 Measurement and Payment

Standby time for dredging will be paid for each hour or part thereof that the plant is not in operation by request of the Contracting Officer.

Payment will be made for costs associated with or incidental to standby of the dredge plant only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.2.2 Unit of Measure

Hour.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created. If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 5

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 4 PAGES

Fort Myers Beach Harbor, Florida, M/D, 12-Foot Project (Rev 0001)

01 22 00 SD-01 Preconstruction Submittals G ROSchedule of Values

01 30 00 SD-01 Preconstruction Submittals List of Subcontractors

SD-07 Certificates Signature Authority Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.2.1 G ROQCS Schedules

1.2.2 G ROBar Chart

1.2.2 G RO'S' Curve

SD-07 Certificates 1.4Progress Photographs

01 33 00 SD-01 Preconstruction Submittals G ROExport File

01 35 25 SD-01 Preconstruction Submittals G RODive Operations Plan

SD-07 Certificates G RODive Personnel Qualifications

01 35 26 SD-01 Preconstruction Submittals

1.6 G DOAccident Prevention Plan (APP)

1.7 G DOActivity Hazard Analysis (AHA)

1.6.1 G DOCrane Critical Lift Plan

SD-06 Test Reports 1.11Notifications and Reports 1.11.1Accident Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 4 PAGES

01 35 26 1.11.2Crane Reports SD-07 Certificates

1.8Confined Space Entry Permit 1.8Hot work permit 1.13License Certificates

1.5.2.4 G DOCrane Operators

1.11.4Third Party Certification of

Barge-Mounted Mobile Cranes 1.11.3Certificate of Compliance

01 45 05 SD-01 Preconstruction Submittals G ROQuality Control Plan

SD-07 Certificates Letter of Authority

G ROPersonnel Qualifications 01 50 02 SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan SD-02 Shop Drawings

3.5Contractor's Temporary Facilities Temporary Electric Drawings

01 57 20 SD-01 Preconstruction Submittals G DOEnvironmental Protection Plan

SD-07 Certificates G DOManatee Observer Qualifications

SD-11 Closeout Submittals Logs/Final Summary Report

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01 57 20 Project Environmental Summary Sheet

01 57 25 SD-03 Product Data Calibration Standard

SD-06 Test Reports Turbidity Monitoring

SD-07 Certificates

1.3 G DOQualifications

35 20 23 SD-01 Preconstruction Submittals Notice of Intent to Dredge

1.7.1Relocation of Navigation Aids SD-02 Shop Drawings

G ROGeneral Work Plan 1.7.1Relocation of Navigation Aids

Electronic Tracking System Charts

Dredge Location Control Color-Coded Plot

G DOAcceptance Sections Plan Drag Bar

SD-07 Certificates Electronic Tracking System Data Equipment and Performance Data

Historical Period Shipwreck Sites Surveys

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35 20 23 Daily/Monthly Report of Operations

Misplaced Material 1.6.2Declaration of Inspection

35 20 26 SD-01 Preconstruction Submittals Dredge Plant Instrumentation Plan

G, SAM-OP-J

G ROContractor Quality Control Plan

SD-06 Test Reports G ROData Appropriately Archived e-mail SD-07 Certificates

G ROLetter of National Dredging Quality Management Program Certification

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Safety Personnel Training

1.5.2 Personnel Qualifications

1.5.2.1 Site Safety and Health Officer (SSHO)

1.5.2.1.1 Contractor Quality Control (QC) Person:

1.5.2.2 Dredging Requirements

1.5.2.2.1 SSHO Staffing

1.5.2.2.2 SSHO Requirements

1.5.2.2.3 Designated Representative (DR) Requirements

1.5.2.2.4 Safety Personnel Training Requirements

1.5.2.3 Qualified Person for Confined Space Entry

1.5.2.4 Crane Operators

1.5.3 Personnel Duties

1.5.3.1 Site Safety and Health Officer (SSHO)

1.5.4 Meetings

1.5.4.1 Preconstruction Conference

1.5.4.2 Safety Meetings

1.6 ACCIDENT PREVENTION PLAN (APP)

1.6.1 EM 385-1-1 Contents

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 NOTIFICATIONS and REPORTS

1.11.1 Accident Reports

1.11.2 Crane Reports

1.11.3 Certificate of Compliance

1.11.4 Third Party Certification of Barge-Mounted Mobile Cranes

1.12 HOT WORK

1.13 RADIATION SAFETY REQUIREMENTS

1.14 FACILITY OCCUPANCY CLOSURE

1.15 SEVERE STORM PLAN

1.16 CONFINED SPACE ENTRY REQUIREMENTS.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

SECTION 01 35 26 Page 1

3.1.1 Hazardous Material Exclusions

3.1.2 Unforeseen Hazardous Material

3.2 PRE-OUTAGE COORDINATION MEETING

3.3 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.4 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

3.4.1 Training

3.4.2 Fall Protection Equipment and Systems

3.4.2.1 Personal Fall Arrest Equipment

3.4.3 Fall Protection for Roofing Work

3.4.4 Horizontal Lifelines

3.4.5 Guardrails and Safety Nets

3.4.6 Rescue and Evacuation Procedures

3.5 SCAFFOLDING

3.6 EQUIPMENT

3.6.1 Material Handling Equipment

3.6.2 Load Handling Equipment (LHE)

3.6.3 Equipment and Mechanized Equipment

3.6.4 USE OF EXPLOSIVES

3.7 EXCAVATIONS

3.7.1 Utility Locations

3.7.2 Utility Location Verification

3.7.3 Utilities Within and Under Concrete, Bituminous Asphalt, and

Other Impervious Surfaces

3.8 ELECTRICAL

3.8.1 Conduct of Electrical Work

3.8.2 Portable Extension Cords, Generators and Tools

3.9 WORK IN CONFINED SPACES

-- End of Section Table of Contents --

SECTION 01 35 26 Page 2

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

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 within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI/ASSE)

ANSI/ASSE A10.32 (2004) Fall Protection

ANSI/ASSE A10.34 (2001; R 2005) Protection of the Public on or Adjacent to Construction Sites

ANSI/ASSE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

AMERICAN NATIONAL STANDARDS INSTITUTE/AMERICAN SOCIETY OF

MECHANICAL ENGINEERS (ANSI/ASME)

ANSI/ASME B30.22 (2010) Articulating Boom Cranes

ANSI/ASME B30.3 (2009) Tower Cranes

ANSI/ASME B30.5 (2007) Mobile and Locomotive Cranes

ANSI/ASME B30.8 (2010) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 306 (2009) Standard for Control of Gas Hazards on Vessels

NFPA 51B (2009; TIA 09-1) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2015) National Electrical Code

NFPA 70E (2015) Standard for Electrical Safety in the Workplace

SECTION 01 35 26 Page 3

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926 Subpart AA Construction Work in Confined Spaces

29 CFR 1926.1400 Cranes & Derricks in Construction

29 CFR 1926.500 Fall Protection

29 CFR 1926.1427 Operator Qualification and Certification, Cranes and Derricks in Construction

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

a. Competent/Qualified Person for Fall Protection. A person who is capable of identifying hazardous or dangerous conditions in the personal fall arrest system or any component thereof, as well as their application and use with related equipment, and has the authority to take prompt corrective measures to eliminate the hazards of falling.

b. High Visibility Accident. Any mishap which may generate publicity or high visibility.

c. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

d. Operating Envelope. The area surrounding any crane. Inside this "envelope" is the crane, the operator, riggers and crane walkers, rigging gear between the hook and the load, the load and the crane's supporting structure (ground, rail, etc.).

e. Qualified Person for Fall Protection. A person with a recognized degree or professional certificate, and with extensive knowledge, training and experience in the field of fall protection; who is capable

SECTION 01 35 26 Page 4 of performing design, analysis, and evaluation of fall protection systems and equipment.

f. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in

(1) through (6) above.

g. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

h. Load Handling Equipment (LHE) Accident. A LHE accident occurs when any one or more of the six elements in the operation envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment; two-blocking; overload;

and/or collision, including unplanned contact between the load, crane, and/or other objects. A dropped load, derailment, two-blocking, overload and collision are considered an accident even though no material damage or injury occurs. A component failure is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G, DO

*Activity Hazard Analysis (AHA); G, DO

*Crane Critical Lift Plan; G, DO

*Note: Only for activities required to start work. Remaining AHA's shall be submitted in accordance with paragraph ACTIVITY

SECTION 01 35 26 Page 5

HAZARD ANALYSIS (AHA) below. Remaining Crane Critical Lift Plans shall be submitted in accordance with paragraph ACCIDENT PREVENTION PLAN (APP) below.

SD-06 Test Reports

Notifications and Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph, "Notifications and Reports."

Accident Reports

Crane Reports

SD-07 Certificates

Confined Space Entry Permit

Hot work permit

License Certificates

Proof of qualification for Crane Operators; G, DO

Third Party Certification of Barge-Mounted Mobile Cranes

Certificate of Compliance (Crane)

Submit one copy of each permit/certificate attached to each Daily Quality Control Report.

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1, and all Federal, State, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern. The most recent USACE EM 385-1-1 can be viewed at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Safety Personnel Training

a. The 30-hour OSHA Construction Course will not substitute nor qualify any personnel in meeting the competent or qualified person training or work requirements. On-line 30-hour OSHA Construction Course will be accepted to meet training requirements as outlined in the USACE EM 385-1-1 and/or as an OSHA Authorized Online Outreach Training Provider.

b. Additional training, experience, hands-on and practical knowledge are required to meet the competent and qualified person requirements in various work activities, fall protection, scaffolding, excavation, trenching, confined space, hazardous communications/hazardous

SECTION 01 35 26 Page 6 materials, LOCKOUT/TAGOUT (LOTO), respiratory protection, hearing protection, steel erection, spills, lead abatement, asbestos, blasting, critical lifts, and additional work activities listed in the EM 385-1-1.

Verification of training will be required and submitted with the Accident Prevention Plan.

1.5.2 Personnel Qualifications

1.5.2.1 Site Safety and Health Officer (SSHO)

The contractor shall provide a Safety oversight team that includes a minimum of one (1) Qualified Person at each project site to function as the Safety and Health Officer (SSHO). The SSHO shall be at the work site at all times, unless specified differently in the contract, to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor, and their training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17 and all associated sub-paragraphs.

A Competent/Qualified Person shall be provided for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan, and shall be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. The credentials of the Competent/Qualified Persons(s) shall be approved by the Contracting Officer in consultation with the Safety Office.

The Competent/Qualified Person may be the SSHO provided the person meets all the requirements for both SSHO and Competent/Qualified Person.

1.5.2.1.1 Contractor Quality Control (QC) Person:

The Contractor Quality Control Person cannot be the SSHO on this project, even though the QC has safety inspection responsibilities as part of the QC duties.

1.5.2.2 Dredging Requirements

1.5.2.2.1 SSHO Staffing

a. Dredging contracts may include several project sites; this contract will require a minimum of one full time SSHO(s) assigned per project site. SSHO may be collateral duty in specific conditions listed below.

b. Example of one dredging project site is reflected in each of the following:

(1) a mechanical dredge, tug(s) and scow(s), scow route, and material placement site; or

(2) a hydraulic pipeline dredge, attendant plant, and material placement site; or,

(3) a hopper dredge (include land-based material placement site - if applicable.)

c. Individual dredging project sites with work force less than 8 employees, the SSHO may be a collateral duty, with the same responsibilities of a full time SSHO.

SECTION 01 35 26 Page 7

d. Hopper dredges with USCG-Documented crews may designate an officer as a collateral-duty SSHO instead of having a full-time SSHO if the officer meets the SSHO training and experience requirements.

1.5.2.2.2 SSHO Requirements

a. In addition to requirements stated elsewhere in this specification, the SSHO shall be present at the project site, located so they have full mobility and reasonable access to all major work operations, for at least one shift in each 24 hour period when work is being done. The SSHO, or Alternate SSHO, shall be available during all shifts for immediate verbal consultation and notification, either by phone or radio. The SSHO shall be a full-time, dedicated position, except as noted above. The SSHO shall report to a senior project (or corporate) officials.

b. The SSHO shall inspect all work areas and operations during initial set-up and at least monthly observe and provide personal oversight on each shift during dredging operations for projects with many work sites, more often for those with less work sites.

c. For projects with multiple shifts or when SSHO is temporarily off-site, an Alternate SSHO will be assigned to ensure SSHO coverage for the project at all times work activities are conducted. The Alternate SSHO must meet the same requirements and assume the responsibilities of the project SSHO. The Alternate SSHO position may be a collateral duty.

d. If the SSHO is off-site for a period longer than 24 hours, a qualified replacement SSHO shall be provided and shall fulfill the same roles and responsibilities as the primary/initial SSHO.

1.5.2.2.3 Designated Representative (DR) Requirements

a. Designated Representatives (DR) are collateral duty safety personnel, with safety duties in addition to their full-time occupation, and support and supplement the SSHO efforts in managing, implementing and enforcing the Contractor's Safety and Health Program. DRs shall be individual(s) with work oversight responsibilities, such as masters, mates, fill foremen, and superintendents. DRs should not be positions requiring continuous mechanical or equipment operations, such as equipment operators.

b. A DR shall be appointed for all remote work locations more than 45 minutes' travel time from the SSHO's duty location, typically including dredged material placement sites, towing and scow operations, and other operations.

c. The DRs will perform safety program tasks as designated by the SSHO and report safety findings to the SSHO/Alternate SSHO. The SSHO shall document results of safety findings and provide information for inclusion in the CQC reports to the Government Representative.

1.5.2.2.4 Safety Personnel Training Requirements

a. The SSHO, Alternate SSHO, and Designated Representatives for dredging contracts shall take either the OSHA 30-hour Construction Safety Course or an equivalent 30 hours of formal safety and health training covering the subjects of the OSHA 30-hour Course (see EM 385-1-1 Appendix A, SECTION 01 35 26 Page 8 paragraph 3.d(3)) applicable to dredging work and given by qualified instructors.

b. The SSHOs shall also have taken 24 hours of formal classroom or online safety and health related coursework in the past four (4) years. Hours spent as an instructor in such courses will be considered the same as attending them, but each course only gets credit once (ie. Instructing a 1-hour asbestos awareness course 5 times in the past 4 years provides one hour credit for training). SSHOs shall maintain competency through having taken 8 hours of documented formal, on-line, or self-study safety and health related coursework every year. Examples of continuing education activities that meet this requirement are writing an article, teaching a class, reading/writing professional articles, attendance/participation in professional societies/meetings, etc.

c. The SSHO, Alternate SSHO, and Designated Representatives shall have a minimum of three years' continuous experience within the past 5 years in supervising/ managing dredging, marine or land-based construction, work managing safety programs or processes, or conducting hazard analyses and developing controls in activities or environments with similar hazards. This is in lieu of the construction experience required by paragraph 01.A.17.b, EM 385-1-1.

1.5.2.3 Qualified Person for Confined Space Entry

Provide a "Qualified Person" to supervise the entry into each confined space. That individual must meet the requirements and definition of Qualified Person as contained in EM 385-1-1.

If the work involves marine operations that handle combustible or hazardous materials, this person shall have the ability to understand and follow through on the air sampling, PPE, and instructions of a Marine Chemist, Coast Guard authorized persons, or Certified Industrial Hygienist. All confined space and enclosed space work shall comply with NFPA 306, OSHA 29 CFR 1915, Subpart B, "Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment" or as applicable, 1910.147 for general industry and per 29 CFR 1926 Subpart AA for construction industry.

1.5.2.4 Crane Operators

Meet the crane operators requirements in USACE EM 385-1-1, Section 16, and 29 CFR 1926.1427. In addition, for lifting devices (not including those exempted by EM 385-1-1) rated 2,000 pounds or more, mobile cranes with Original Manufacturer (OEM) rated capacity of 50,000 pounds or greater, designate crane operators qualified by a source that qualifies crane operators (i.e., union, a government agency, or an organization that tests and qualifies crane operators). Provide proof of current qualifications.

Conduct a review of all licenses, training, certifications and the medical certifications required by EM 385-1-1, Paragraph 16.B.05, every 30 days.

Document and maintain a record of each review. Make this review a part of the APP.

1.5.3 Personnel Duties

1.5.3.1 Site Safety and Health Officer (SSHO)

The SSHO shall:

a. Conduct daily safety and health inspections and maintain a written log

SECTION 01 35 26 Page 9 which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily quality control report.

b. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.