TechSpec_21B0015_Amend-0002_27Apr21.pdf

McNary Powerhouse Intake Deck Concrete Beam Rehabilitation W912EF21B0015 Amend-0002

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

1.3 RESOURCE DRAWINGS (R)

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SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET

NUMBER

DESCRIPTION FILE NUMBER Rev. Num. Date

GENERAL

G-001 COVER SHEET AND LOCATION MAPS MDG-1-0-0/655

G-002 INDEX MDG-1-0-0/656 1 APR 2021

G-101 OVERALL SITE PLAN MDG-1-0-0/657

G-102 PLAN MAIN UNITS ASSEMBLY BAY THRU

UNIT 6

MDG-1-0-0/658

G-103 PLAN UNIT 7 THRU UNIT 14 MDG-1-0-0/659

STRUCTURAL

SD301 EXISTING CONDITIONS MDP-1-5-2/40

S-301 CONCRETE SECTION ENLARGEMENT MDP-1-5-2/41 1 APR 2021

S-302 CRACK REPAIR MDP-1-5-2/42

S-901 PHOTOS MDP-1-5-2/43

S-902 PHOTOS MDP-1-5-2/44

S-903 PHOTOS MDP-1-5-2/45

DOCUMENT 00 01 15.00 28

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SHEET

NUMBER

DESCRIPTION FILE NUMBER Rev. Num. Date

S-904 PHOTOS MDP-1-5-2/46

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. No Resource (R)("For Information Only") drawings are available on

CAD.

b. The Contractor assumes all risks associated in using electronic CAD drawings.

c. Electronic copies of CAD drawings are only available in Bentley DGN format.

d. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD drawing.

1.3 RESOURCE DRAWINGS (R)

These R drawings are included with the drawings for information only. The Government does not warrant the accuracy of the R drawings. The Government recommends that the Contractor verify the accuracy of R drawings.

Resource (R) drawings are as follows:

SHEET

NUMBER

DESCRIPTION FILE NUMBER Rev.

Num.

Date

RESOURCE

R-001 POWERHOUSE STRUCTURAL STA. 41+85.00 TO

STA. 45+62.00 PLAN OF ROOF AND INTAKE

DECK

MDP-1-4-0/1

R-002 POWERHOUSE STRUCTURAL STA. 45+62 TO

STA. 56+07 PLAN OF ROOF AND INTAKE DECK

MDP-1-4-0/31

R-003 POWERHOUSE CONCRETE OUTLINE ASSEMBLY

BAY - INTAKE PLAN - EL. 361.0

MDP-2-4-0/1

R-004 POWERHOUSE CONCRETE OUTLINE ASSEMBLY

BAY - INTAKE SECTIONS

MDP-2-4-0/12

R-005 POWERHOUSE CONCRETE OUTLINE ASSEMBLY

BAY - INTAKE SECTIONS

MDP-2-4-0/13

SHEET

NUMBER

DESCRIPTION FILE NUMBER Rev.

Num.

Date

R-006 POWERHOUSE CONCRETE OUTLINE MAIN UNIT

BAY - INTAKE DECK PLAN EL. 361.0 - SH.2

MDP-2.1-4-0/346

R-007 POWERHOUSE CONCRETE OUTLINE MAIN UNIT

BAY - INTAKE SECT. THRU BASE SLAB AND

DECK SLAB

MDP-2.1-4-0/356

R-008 POWERHOUSE REINFORCEMENT ASSEMBLY BAY -

INTAKE DECK SLAB - EL. 361.00

MDP-2-4-0/120

R-009 POWERHOUSE REINFORCEMENT STA, SERVICE

BAY - INTAKE DECK SLAB EL. 361.0

MDP-2-4-0/221

R-010 POWERHOUSE REINFORCEMENT MAIN UNIT BAY

- INTAKE DECK SLAB EL. 361.0

MDP-2-4-0/222

R-011 POWERHOUSE REINFORCEMENT MAIN UNIT BAY

- INTAKE DECK SLAB EL. 361.0

MDP-2.1-4-0/432

R-012 POWERHOUSE STATION SERVICE BAY TYPICAL

REINFORCEMENT

MDP-8-9-0/11

R-013 POWERHOUSE MECHANICAL EMBEDDED PIPING

MAIN UNIT BAY - INTAKE DECK PLAN AND

SECTIONS

MDP-2-3-8/16

R-014 POWERHOUSE MECHANICAL EMBEDDED PIPING

SUBSTRUCTURE OF MAIN UNITS NO. 3 TO 14

INCL. - TRANSC. SECT.

MDP-2.1-3-8/31

R-015 CONSTRUCTION BASE LINE INSTRUMENTATION

INSERTS

98MCNCBL.DGN

R-016 ICE/TRASH COLLECTION CHANNEL BULKHEADS

- ELEVATION AND DETAILS

2205-69-E1

R-017 ICE/TRASH COLLECTION CHANNEL BULKHEADS

- GRATING COVERS

MDP-1-5-4/16

R-018 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL AND PRIMARY

DEWATERING - PLAN AND SECTION

MDF-1-5-9/31

R-019 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - PLANS

MDF-1-5-9/32

R-020 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS I

MDF-1-5-9/33

R-021 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS II

MDF-1-5-9/34

R-022 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS III

MDF-1-5-9/35

SHEET

NUMBER

DESCRIPTION FILE NUMBER Rev.

Num.

Date

R-023 PERMANENT JUVENILE FISH FACILITIES -

COLLECTION CHANNEL - SECTIONS AND

DETAILS IV

MDF-1-5-9/36

R-024 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - PLAN AND SECTION

MDF-1-5-9/37

R-025 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS I

MDF-1-5-9/38

R-026 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS

II

MDF-1-5-9/39

R-027 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS

III

MDF-1-5-9/40

R-028 PERMANENT JUVENILE FISH FACILITIES -

SIDE DEWATERING - SECTIONS AND DETAILS

IV

MDF-1-5-9/41

R-029 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - PLAN AND SECTION

MDF-1-5-9/42

R-030 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

I

MDF-1-5-9/43

R-031 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

II

MDF-1-5-9/44

R-032 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

III

MDF-1-5-9/45

R-033 PERMANENT JUVENILE FISH FACILITIES -

FLOOR DEWATERING - SECTIONS AND DETAILS

IV

MDF-1-5-9/46

R-034 PERMANENT JUVENILE FISH FACILITIES -

ACCESS STAIRS AND PLATFORMS - PLAN,

ELEVATION, AND SECTIONS

MDF-1-5-9/49

R-035 PERMANENT JUVENILE FISH FACILITIES -

ACCESS STAIRS AND PLATFORMS - SECTIONS

AND DETAILS

MDF-1-5-9/50

R-036 NAVIGATION LOCKS AND APPROACH CHANNELS

RESTRICTED BOUNDARYS

1-MNA-RW.DGN Added APR 2021

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DOCUMENT 00 01 15.00 28

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.2.1 Concrete Placement and Curing Restrictions

1.2.2 Contractor Vehicle and Equipment Restrictions

1.2.3 Government Personnel and Equipment in the Juvenile Collection

Channel

1.2.4 Intake Deck Crane Operation

1.2.5 Emergency Government Work

1.2.6 Migratory Bird Treaty Act

1.3 BOAT RESTRICTED ZONE POLICY (BRZ)

1.3.1 General

1.3.2 Moorage of Contractor Vessels in the BRZ

1.4 PROJECT SECURITY

1.4.1 Contractor Vehicle Access

1.4.2 Identification of Employees

1.5 DELIVERY OF EQUIPMENT

1.6 FACILITY OCCUPANCY CLOSURE

1.7 WORK SCHEDULES

1.7.1 Contractor's Work Schedule

1.7.2 Government's Work Schedule

1.8 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Boat Restricted Zone (BRZ) Policy

Security Badge Form

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SECTION 01 14 00.10 28

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

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)

EM 385-1-1 Safety and Health Requirements Manual

Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.2.1 Concrete Placement and Curing Restrictions

a. The following restrictions apply to Concrete Placement and Curing, unless approved otherwise, in writing, by the Contracting Officer (KO):

1. Start concrete placement at Main Unit (MU) 14 and proceed, sequentially south, by Main Unit (i.e. MU14, MU13, MU12, etc.).

Sequential progress of concrete placement, by MU, is required under this contract.

2. Contractor must complete concrete placement of all 3 beam sections in a MU prior to beginning placement of concrete in another MU.

3. A maximum of three (3) Main Units (3 beam sections per MU, 9 beam sections, total) shall have concrete curing to required formwork removal strength, at any time. See SECTION 03 01 00.02 28 FORM AND PUMP PLACEMENT, paragraph "Formwork Removal" for formwork removal restrictions.

b. The Project will make every effort to avoid movement of the Intake Gantry Crane over curing concrete prior to reaching formwork removal strength. If Crane movement is required during this period, the KO will coordinate with the Contractor and Project personnel to determine the best course of action.

1.2.2 Contractor Vehicle and Equipment Restrictions

The following Contractor vehicle and equipment restrictions apply to the intake deck and all areas inside the security gate, unless approved otherwise by the KO:

a. Contractor vehicles and equipment are only allowed in these areas while Contractor personnel are actively working on the intake deck area.

b. No overnight parking of vehicles or equipment is allowed.

c. A maximum of 2 Contractor work vehicles may park in the vehicle parking lot south of the Powerhouse. Contractor equipment and trailers are NOT allowed in this area. No Contractor vehicle parking is allowed on the intake deck.

d. A maximum of one Contractor work truck and trailer, and one piece of heavy equipment will be allowed on the intake deck at any one time between 6:00 a.m. to 5:30 p.m., Monday through Thursday.

e. Required Project access lane must be maintained at all times. See

SECTION 01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS,

paragraph GOVERNMENT ROADWAYS AND DECK ACCESS RESTRICTIONS for access lane requirements, and additional intake deck restrictions.

1.2.3 Government Personnel and Equipment in the Juvenile Collection Channel

a. Project Staff are in the Juvenile Fish Collection Channel to monitor operation several times per day. Do not block any equipment or controls in the Collection Channel area. Insure a minimum 3 foot wide unrestricted access for personnel to check and clear orifices, screen cleaning equipment, and other operational items.

b. The hoist in the collection channel runs from Slot 1B South and is used during emergency operations. Any Contractor items or equipment that impact operation of the hoist must be moveable within two hours of request by the Contracting Officer.

c. Typical Project tasks in the Collection Channel will not impact the Contractor, but emergency work could impact Contractor work in the area. See paragraph "Emergency Government Work" below.

1.2.4 Intake Deck Crane Operation

a. Contractor must be able to recover each work area to allow travel of the intake gantry crane, or required project work near the Contractor work area. Crane rails must be able to be cleared of all Contractor items or equipment within two hours of request by the Contracting Officer.

b. Any anticipated and/or required crane movement, or Project work that impacts Contractor work, will be coordinated at the Weekly Production Meeting (See SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS, paragraph WEEKLY PRODUCTION MEETINGS), or a minimum of 48 hours in advance of required movement, when possible.

1.2.5 Emergency Government Work

Emergency Government work on the Intake Deck or in the Juvenile Fish Collection Channel could impact Contractor work and will take priority.

The Government will provide as much notice as possible, in the event where emergency work requires a temporary halt or impact to Contractor work in the area.

1.2.6 Migratory Bird Treaty Act

a. The Migratory Bird Treaty Act protects birds and active nests that may be found inside the Collection Channel area of the Powerhouse.

Active nests may be present between April and August, and remain active for approximately 25 days after eggs are laid.

b. Assume active nests will not impact Contractor work in the area.

However, the following is required.

c. Survey each beam Section prior to beginning work area set-up for repair. If a nest is found, or started, immediately notify the Contracting Officer for evaluation. If Contractor work would impact active nests, it will be necessary for the Contractor to work on other beam Sections until the nest becomes inactive. Additional compensation will not be provided for an adjustment to anticipated beam Section repair timing.

1.3 BOAT RESTRICTED ZONE POLICY (BRZ)

The Boat Restricted Zone (BRZ) Policy is attached at the end of this SECTION. BRZ location is detailed in the GENERAL Section of the Drawings. Check with the Contracting Officer for BRZ policy updates prior to the Pre-Construction Meeting.

1.3.1 General

a. Entrance and work in the BRZ is subject to Government approval.

The Government will make every effort to accommodate the Contractor's accepted schedule, but approval for BRZ work may be revoked at any time depending on weather, required operating conditions (including emergency operations), or development of other unsafe conditions.

b. Approval will immediately be revoked, at no additional cost to the Government, if requirements of the Boat Restricted Zone (BRZ) Policy, EM 385-1-1 , and/or these specifications, are not met.

c. When possible, move large Contractor vessels late in the day to minimize impacts to fish passage.

1.3.2 Moorage of Contractor Vessels in the BRZ

a. Limited moorage of large Contractor vessels (such as floating plants) in the BRZ will be allowed subject to the following additional requirements:

1. Have current USCG (United States Coast Guard) documentation, and meet or exceed all requirements of EM 385-1-1 .

2. Be securely anchored to the dam structure by a method accepted by the Government.

3. Have an automatic bilge pump in good working order.

4. Any unattended large vessels shall have currently licensed operator(s) capable of moving the vessel out of the BRZ within 2 hours of notification by the Government (7 days per week, 24 hours per day). Includes any required support vessels and operator(s).

SECTION 01 14 00.10 28

5. Contractor shall be responsible for repair, as specified, of any damage done to the structure.

b. ALL entrances into, and exits from, the BRZ shall be according to requirements of the BRZ policy. No unapproved and/or smaller Contractor vessels shall be left unattended in the BRZ.

1.4 PROJECT SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers.

1.4.1 Contractor Vehicle Access

Project access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.4.2 Identification of Employees

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. Complete the Security Badge Form(attached to the end of this SECTION), submit the completed form to the Contracting Officer at least 7 calendar days prior to the employee arrival to work on the Project site and upon issuance of official badges, shall be responsible for requiring each employee engaged on the work to display identification at all times. All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion. If required by the Contracting Officer, employees will be photographed by the Government. Employees who fail to submit to being photographed will not be allowed on the project site.

Every Contractor employee (prime or subcontractor) shall have a hard hat meeting the requirements of EM 385-1-1 . Hardhats shall display the Prime Contractor name, subcontractor name, and the employee's name. Contractor employee hardhats shall not be white with red markings. It shall be the responsibility of the Project Superintendent to enforce this requirement.

1.5 DELIVERY OF EQUIPMENT

Contractor shall be responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities. To the maximum extent possible, deliveries shall arrive on the same side of the river as the Contractor's work area. Delivery vehicles will be allowed to cross the river over the dam only with Government approval. Delivery vehicles arriving on the opposite side of the river as the work area shall be unloaded outside the locked gate, equipment shall be loaded onto Contractor's vehicles, and Contractor's vehicles will then be allowed to cross the dam to the work area.

SECTION 01 14 00.10 28

1.6 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.

1.7 WORK SCHEDULES

1.7.1 Contractor's Work Schedule

At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. Furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.7.2 Government's Work Schedule

a. The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceding Thursday. A powerhouse operator is at the site 24 hours a day, 7 days a week, including Federal holidays but is not available to assist the Contractor.

b. If the Contractor requires Government support or assistance outside of normal work hours, the Contractor must make a formal written request to the Contracting Officer at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.

1.8 USE OF WALLA WALLA DISTRICT PARKS

Special consideration for the use of the Walla Walla District Camping Grounds wi l l not be given to the Contractor if camping at these sites.

The Contractor's crew may not use Government parking lots near the McNary Lock and Dam for RV parking.

PART 2 PRODUCTS (Not Used)

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W912EF21B0015

McNary Powerhouse Intake Deck Concrete Beam Rehabilitation

01 11 01.00 28 SD-01 Preconstruction Submittals

1.6 I CEquipment List

1.10 I CPre-Construction On-Site

Inspection report

1.11 I CProject Superintendent

SD-07 Certificates

1.12 G CKey Personnel Substitution

01 14 00.90 28 SD-01 Preconstruction Submittals

1.4 I CAnti Terrorism (AT) Level 1

1.7 I CiWATCH, CORPS Watch, or See

Something, Say Something

1.8 I CLevel 1 OPSEC training

1.10 I CPre-Screen Candidates Using

E-Verify Program

1.3 G CBiographical Information

01 32 01.00 28 SD-01 Preconstruction Submittals

1.3 G CProject Scheduler Qualifications

3.4.1 G CPreliminary Project Schedule

3.4.2 G CInitial Project Schedule

3.6.2 G CPeriodic Schedule Update

01 35 29.10 28 SD-01 Preconstruction Submittals

1.7 G CAccident Prevention Plan (APP)

1.8 G CActivity Hazard Analysis (AHA)

1.9 I CSafe Clearance

1.9 I CAuthorized Individuals

1.7.2.2 G CStandard Lift Plan

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

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ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

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CONTR

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REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

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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 5 PAGES

McNary Powerhouse Intake Deck Concrete Beam Rehabilitation

01 35 29.10 28 1.7.2.3 G CCritical Lift Plan

1.13.5 G STCrane Wheel And Outrigger

Loading Diagram And Deck

Protection For Outriggers

1.6.1.1 G CSSHO And Alternate SSHO

1.6.1.2 G CCompetent Person Qualifications

1.15.1 G SORadiography Operation Planning

Work Sheet

SD-06 Test Reports

1.4 I CMonthly Exposure Reports

1.13 I CNotifications and Reports

1.13.2 I CAccident Reports

1.13.3 I CLHE Inspection Reports

SD-07 Certificates

1.6.1.3 I CCrane Operators/Riggers

1.7.2.3 I CNaval Architecture Analysis

1.7.2.4 I CNaval Architecture Analysis

1.10.1 I CConfined Space Entry Permit

1.10.1 I CHot Work Permit

1.13.4 I CCertificate of Compliance

1.15 I CLicense Certificates

01 45 04.00 28 SD-01 Preconstruction Submittals

3.2 G CContractor Quality Control (CQC)

Plan

01 55 10.00 28 SD-01 Preconstruction Submittals

1.9 G STTransport Loading Diagrams

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

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 3 OF 5 PAGES

McNary Powerhouse Intake Deck Concrete Beam Rehabilitation

01 55 10.00 28 1.17 I CDust Control Plan

1.13 I CFloating Plant

1.7.1 G CDebris Containment Plan

1.6 G STAccess Plan

1.6 G STWork Plan

1.14 G CEvacuation Plan For BRZ Work

01 57 20.00 28 SD-01 Preconstruction Submittals

1.6 G ECCEnvironmental Protection Plan

1.6.2 G ECCPlan for Concrete On-Site Wash

Area

01 78 00.00 28 SD-11 Closeout Submittals

3.1 G CFinal Shop Drawings

3.2.1 I CWorking As-Built Drawings

3.3 G CFinal As-Built Drawings

3.4 G GERecord Drawings

3.6 G CGovernment Issued Items

03 01 00.01 28 SD-05 Design Data

1.6 G STDesign Data

SD-07 Certificates

1.4 G STDesigner of Record Qualifications

03 01 00.02 28 SD-01 Preconstruction Submittals

1.5.3.1 G STTesting Agencies Qualifications

1.5.3.2 G STQuality Control Personnel

Qualifications

1.5.3.4 G STWorker Qualifications

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

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)

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McNary Powerhouse Intake Deck Concrete Beam Rehabilitation

03 01 00.02 28 1.8 G STQualification For Epoxy

Reinforcing Installers

2.2 R STFormwork System

2.3 A STEquipment For Concrete

Preparation

1.5.3.3 G STContractor Qualifications

3.4.6.4 A STBond Test Procedures

SD-02 Shop Drawings

3.2.1 R STFormwork Shop Drawings

3.3.1 R STReinforcing Shop Drawings

SD-03 Product Data

2.6 A STPost-Installed Epoxy Adhesive

2.7 G STLow-Pressure Epoxy Adhesive

SD-06 Test Reports

3.4.6.4 R STBond Test Result

03 30 00.00 28 SD-01 Preconstruction Submittals

1.7 G GTQualifications

3.4.4 D GTHot Weather Placing

3.4.3 D GTCold Weather Placing

SD-03 Product Data

2.1.4 D GTMembrane-Forming Curing

Compound

SD-05 Design Data

1.5 D GTMaterials And Mix Design -

Preliminary

1.6 R GTMaterials and Mix Design - FINAL

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 5 PAGES

McNary Powerhouse Intake Deck Concrete Beam Rehabilitation

03 30 00.00 28 SD-06 Test Reports

3.9.1 G GTTests Results

SD-07 Certificates

3.9 G STACI Level 1 Field Testing

Technician

03 60 00.01 28 SD-01 Preconstruction Submittals

3.2.1 G STDrilling Procedures

SD-03 Product Data

3.3.1 G STNon-Shrink Grout

SD-06 Test Reports

3.2.1 D STConcrete Imaging Report

SUBMITTAL REGISTER

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 29.10 28

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

1.2.2 Competent Person, Confined Space

1.2.3 Competent Person, Cranes and Rigging

1.2.4 Competent Person, Fall Protection

1.2.5 Competent Person, Scaffolding

1.2.6 High Hazard Work Group Activities

1.2.7 High Visibility Accident

1.2.8 Load Handling Equipment (LHE)

1.2.9 Medical Treatment

1.2.10 Near Miss

1.2.11 Operating Envelope

1.2.12 Qualified Person (QP)

1.2.13 Qualified Person, Fall Protection (QP for FP)

1.2.14 Recordable Injuries or Illnesses

1.2.15 USACE Property and Equipment

1.2.16 Load Handling Equipment (LHE) Accident or Load Handling

Equipment Mishap

1.3 SUBMITTALS

1.4 MONTHLY EXPOSURE REPORTS

1.5 REGULATORY REQUIREMENTS

1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

1.6.1.2 Competent Person Qualifications

1.6.1.2.1 Competent Person for Scaffolding

1.6.1.2.2 Competent Person for Fall Protection

1.6.1.3 Crane Operators/Riggers

1.6.2 Personnel Duties

1.6.2.1 Duties of the Site Safety and Health Officer (SSHO)

1.6.3 Meetings

1.6.3.1 Preconstruction Meeting

1.6.3.2 Safety Meetings

1.7 ACCIDENT PREVENTION PLAN (APP)

1.7.1 Names and Qualifications

1.7.2 Plans

1.7.2.1 Confined Space Entry Plan

1.7.2.2 Standard Lift Plan (SLP)

1.7.2.3 Critical Lift Plan- Crane or Load Handling Equipment

1.7.2.4 Barge Mounted Mobile Crane Lift Plan

1.7.2.5 Fall Protection and Prevention (FP&P) Plan

1.7.2.6 Rescue and Evacuation Plan

1.7.2.7 Hazardous Energy Control Program (HECP)

SECTION 01 35 29.10 28

G4EDHCMP

Line

1.7.2.8 COVID 19 Monitoring Plan

1.8 ACTIVITY HAZARD ANALYSIS (AHA)

1.8.1 AHA Management

1.8.2 AHA Signature Log

1.9 LOCKOUT/TAGOUT (LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL

PROGRAM (HECP) PROCEDURES

1.9.1 Safe Clearance Training

1.10 DISPLAY OF SAFETY INFORMATION

1.10.1 Safety Bulletin Board

1.10.2 Safety and Occupational Health (SOH) Deficiency Tracking

System

1.11 SITE SAFETY REFERENCE MATERIALS

1.12 EMERGENCY MEDICAL TREATMENT

1.13 NOTIFICATIONS and REPORTS

1.13.1 Mishap Notification

1.13.2 Accident Reports

1.13.3 LHE Inspection Reports

1.13.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging

1.13.5 Contractor's Cranes

1.14 HOT WORK

1.15 RADIATION SAFETY REQUIREMENTS

1.15.1 Radiography Operation Planning Work Sheet

1.15.2 Site Access and Security

1.15.3 Loss or Release and Unplanned Personnel Exposure

1.15.4 Site Demarcation and Barricade

1.15.5 Security of Material and Equipment

1.15.6 Transportation of Material

1.15.7 Schedule for Exposure or Un-shielding

1.15.8 Transmitter Requirements

1.16 CONFINED SPACE ENTRY REQUIREMENTS.

1.16.1 Entry Procedures

1.16.2 Forced Air Ventilation

1.16.3 Sewer Wet Wells

1.16.4 Rescue Procedures and Coordination with Local Emergency

Responders

1.17 SEVERE STORM PLAN

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 FALL PROTECTION PROGRAM

3.2.1 Training

3.2.2 Fall Protection Equipment and Systems

3.2.2.1 Additional Personal Fall Protection

3.2.2.2 Personal Fall Protection Harnesses

3.2.3 Fall Protection for Roofing Work

3.2.4 Horizontal Lifelines (HLL)

3.2.5 Guardrails and Safety Nets

3.2.6 Rescue and Evacuation Plan and Procedures

3.3 WORK PLATFORMS

3.3.1 Scaffolding

3.3.2 Elevated Aerial Work Platforms (AWPs)

SECTION 01 35 29.10 28

3.4 EQUIPMENT

3.4.1 Material Handling Equipment (MHE)

3.4.2 Load Handling Equipment (LHE)

3.4.3 Machinery and Mechanized Equipment

3.4.4 Explosives

3.5 ELECTRICAL

3.5.1 Conduct of Electrical Work

3.5.2 Qualifications

3.5.3 Grounding

3.5.4 Testing

ATTACHMENTS:

Crane/Rigging Mishap Investigation Form

Accident Prevention Plan

Activity Hazard Analysis Template

-- End of Section Table of Contents --

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SECTION 01 35 29.10 28

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 SOCIETY OF SAFETY PROFESSIONALS ANSI/ASSP

ANSI/ASSP Z359.0 (2018) Z359 Committee Guidance Document for Definitions and Nomenclature Used in Z359 Fall Protection Restraint Standards

ANSI/ASSP Z359.1 (2016) The Fall Protection Code

ANSI/ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ANSI/ASSP Z359.3 (2019) Safety Requirements for Lanyards and Positioning Lanyards

ANSI/ASSP Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components

ANSI/ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ANSI/ASSP Z359.7 (2019) Qualification and Verification Testing of Fall Protection Products

ANSI/ASSP Z359.11 (2014) Safety Requirements for Full Body Harnesses

ANSI/ASSP Z359.12 (2019) Connecting Components for Personal Fall Arrest Systems

ANSI/ASSP Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards

ANSI/ASSP Z359.14 (2014) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest & Rescue Systems

ANSI/ASSP Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE A10.44 (2016) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASSE/SAFE Z244.1 (2003; R 2014) Control of Hazardous Energy Lockout/Tagout and Alternative Methods

ASME INTERNATIONAL (ASME)

ASME B30.20 (2013; INT Oct 2010 - May 2012) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.26 (2015; INT Jun 2010 - Jun 2014) Rigging Hardware

ASME B30.3 (2016) Tower Cranes

ASME B30.5 (2014) Mobile and Locomotive Cranes

ASME B30.8 (2015) Floating Cranes and Floating Derricks

ASME B30.9 (2014; INT Feb 2011 - Nov 2013) Slings

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2015) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2003) Guide for Protective Grounding of Power Lines

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction,Alteration, and Demolition Operations

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 70E (2018; TIA 18-1; TIA 81-2) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

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

10 CFR 20 Standards for Protection Against Radiation

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 1910.333 Selection and Use of Work Practices

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

29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400 Cranes and Derricks in Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

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

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.

1.2.2 Competent Person, Confined Space

The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910 .146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.3 Competent Person, Cranes and Rigging

The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.4 Competent Person, Fall Protection

The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with ANSI/ASSP Z359.0 , who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.

1.2.5 Competent Person, Scaffolding

The CP, Scaffolding is a person meeting the competent person requirements in EM 385-1-1 Appendix Q, and designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the scaffolding program. The CP for Scaffolding has enough training, knowledge and experience in scaffolding to correctly identify, evaluate and address existing and potential hazards and also has the authority to take prompt corrective measures with regard to these hazards. CP qualifications must be documented and include experience on the specific scaffolding systems/types being used, assessment of the base material that the scaffold will be erected upon, load calculations for materials and personnel, and erection and dismantling. The CP for scaffolding must have a documented, minimum of 8-hours of scaffold training to include training on the specific type of scaffold being used (e.g. mast-climbing, adjustable, tubular frame), in accordance with EM 385-1-1 Section 22.B.02.

1.2.6 High Hazard Work Group Activities

High Hazard Work Group (HHWG) Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, underwater diving, and confined space entry.

1.2.7 High Visibility Accident

A High Visibility Accident is any mishap which may generate publicity or high visibility.

1.2.8 Load Handling Equipment (LHE)

LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).

1.2.9 Medical Treatment

Medical Treatment is 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.

1.2.10 Near Miss

A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).

1.2.11 Operating Envelope

The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (i.e. ground or rail), the load's rigging path, the lift and rigging procedure.

1.2.12 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.2.13 Qualified Person, Fall Protection (QP for FP)

A QP for FP is a person meeting the requirements of EM 385-1-1 Appendix Q, and ANSI/ASSP Z359.0 , with a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, and evaluating and specifying fall protection and rescue systems.

1.2.14 Recordable Injuries or Illnesses

Recordable Injuries or Illnesses are any work-related injury or illness that results in:

a. Death, regardless of the time between the injury and death, or the length of the illness;

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

c. Restricted work;

d. Transfer to another job;

e. Medical treatment beyond first aid;

f. Loss of consciousness; or

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

1.2.15 USACE Property and Equipment

Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.

1.2.16 Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap

A LHE accident occurs when any one or more of the eight elements in the operating 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; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, or roll over). Document any mishap that meets the criteria described in the Crane/Rigging Mishap Investigation Form, see attached.

1.3 SUBMITTALS

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

submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP) ; G C

Activity Hazard Analysis (AHA) ; G C

Safe Clearance ; I C

Authorized Individuals ; I C

Standard Lift Plan ; G C

Critical Lift Plan ; G C

Crane Wheel And Outrigger Loading Diagram And Deck Protection For Outriggers ; G ST

SSHO And Alternate SSHO ; G C

Competent Person Qualifications ; G, C

Radiography Operation Planning Work Sheet ; G, SO

SD-06 Test Reports

Monthly Exposure Reports ; I C

Notifications and Reports ; I C

Accident Reports ; I C

LHE Inspection Reports ; I C

SD-07 Certificates

Crane Operators/Riggers ; I C

Naval Architecture Analysis ; I C

Confined Space Entry Permit ; I C

Hot Work Permit ; I C

Certificate of Compliance ; I C

License Certificates ; I C

1.4 MONTHLY EXPOSURE REPORTS

Provide a Monthly Exposure Report and attach to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both Prime and subcontractor. Failure to submit the report may result in retention of up to 10 percent of the voucher.

1.5 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 the following 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.

1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.6.1 Personnel Qualifications

1.6.1.1 Site Safety and Health Officer (SSHO)

Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. The

SECTION 01 35 29.10 28

SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one

(1) person at each project site to function as the SSHO. The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times, with the exception of temporary absences less than 24 hours discussed below, to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Section 01.A.17, and all associated sub-paragraphs including the following.

The SSHO shall be employed by the Prime Contractor. The SSHO can be assi gned as t he Pr oj ect Super i nt endent on t hi s pr oj ect . The SSHO shall also meet the following requirements:

a. A minimum of 5 years safety work on similar projects.

b. 30-hour OSHA construction safety class or equivalent within the last 5 years.

c. Provide documentation that shows the completion of a minimum of 8 hours of formal, on-line, or self-study safety and health related coursework each year during the last five (5) years.

If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed.

Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.

1.6.1.2 Competent Person Qualifications

Provide Competent Persons in accordance with EM 385-1-1 , Appendix Q and herein. Competent Persons for high risk activities include confined space, cranes and rigging, excavation/trenching, fall protection, and electrical work. The CP for these activities must be designated in writing, and meet the requirements for the specific activity (i.e.

competent person, fall protection).

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

1.6.1.2.1 Competent Person for Scaffolding

Provide a Competent Person for Scaffolding who meets the requirements of EM 385-1-1 , Section 22.B.02 and herein.

1.6.1.2.2 Competent Person for Fall Protection

Provide a Competent Person for Fall Protection who meets the requirements of EM 385-1-1 , Section 21.C.04 and herein.

1.6.1.3 Crane Operators/Riggers

Provide Operators meeting the requirements in EM 385-1-1 , Section 15.B for Riggers and Section 16.B for Crane Operators. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacities 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 qualification.

a. If the Government authorizes the Contracting to operate any of its cranes, each crane operator needs to be approved. Approval consists of the crane operator spending at least one (1) hour demonstrating their capabilities to operate the Government Crane, under the direct surveillance of a Government operator. The operators may be retested at any time.

1.6.2 Personnel Duties

1.6.2.1 Duties of the Site Safety and Health Officer (SSHO)

The SSHO must:

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

b. Conduct mishap investigations and complete required accident reports.

Report mishaps and near misses.

c. Use OSHA's Form 300 to log work-related injuries and illnesses occurring on the project site for Prime Contractors and subcontractors. Post and maintain the Form 300 on the site Safety Bulletin Board.

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

e. Attend the pre-construction conference, pre-work meetings including preparatory meetings, and periodic in-progress meetings.

f. Review the APP and AHAs for compliance with EM 385-1-1 , and approve, sign, implement and enforce them.

g. Establish a Safety and Occupational Health (SOH) Deficiency Tracking System that lists and monitors outstanding deficiencies until resolution.

h. Ensure subcontractor compliance with safety and health requirements.

i. Maintain a list of hazardous chemicals on site and their material Safety Data Sheets (SDS).

j. Maintain a weekly list of high hazard activities involving energy, equipment, excavation, entry into confined space, and elevation, and be prepared to discuss details during QC Meetings.

k. Provide and keep a record of site safety orientation and indoctrination for Contractor employees, subcontractor employees, and site visitors.

Superintendent, QC Manager, and SSHO are subject to dismissal if the above duties are not being effectively carried out. If Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out .

1.6.3 Meetings

1.6.3.1 Preconstruction Meeting

Refer to SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENT for additional requirements on the Preconstruction Meeting.

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction meeting. This includes the project superintendent, Site Safety and Occupational Health officer, quality control manager, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer as to which phases will require an analysis.

In addition, establish a schedule for the preparation, submittal, and Government review of AHAs to preclude project delays.

c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction.