TechSpec_Solicitation.pdf

Jackson Hole Solitude Levee Repair W912EF-16-B-0019

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 28 CONTRACTOR QUALITY CONTROL

01 45 02.00 28 QUALITY CONTROL SYSTEM (QCS)

01 57 20.01 28 ENVIRONMENT PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 41 10.61 28 LEVEE REPAIR

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

This page intentionally left blank

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.2 PRE-SCREENING OF CONTRACTOR EMPLOYEES

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.2 PRE-SCREENING OF CONTRACTOR EMPLOYEES

All Contractors must pre-screen all employees using the E-verify Program (http://www.uscis.gov/e-verify) website to ensure that workers meet the established employment eligibility requirements. The Contractor must ensure that the individuals undergoing screening have two valid forms of Government issued identification prior to pre-screening to ensure that the correct information is entered into the E-verify system. An initial list of verified/eligible employees must be provided to the contracting officer no later than 3 business days after contract Award.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Competent Person (CP)

1.3 SCHEDULES

1.3.1 PROJECT SCHEDULE

1.3.1.1 Contractor's Schedule

1.4 SUBMITTALS

1.5 POST AWARD MEETING

1.5.1 Pre-Work/Pre-Construction

1.5.2 Pre-Construction

1.5.3 Minutes

1.6 CONTRACTOR'S WORKING HOURS AT THE JOB SITES

1.7 LEVEE'S ACCESS

1.7.1 Road and Bridge Restrictions

1.8 GATE SECURITY AT STOCKPILES AND LEVEE REPAIR LOCATIONS

1.9 CONTRACTOR STORAGE

1.10 DUST CONTROL

1.11 CLEANING OF TRUCKS ENTERING PUBLIC ROADWAYS

1.12 RIPRAP HAULING TRUCKS

1.13 FLAGGERS AND SIGNAGE

1.14 SAFETY

1.14.1 Accident Prevention

1.14.1.1 Safety Requirements

1.14.1.2 Corrective Action by the Contractor

1.14.2 Accident Prevention Plan

1.14.3 Activity Hazard Analysis

1.14.4 Site Safety and Health Officer (SSHO)

1.14.5 Competent Person Qualifications

1.14.6 Monthly Exposure Reports

1.14.7 Subcontractors

1.15 FIRE CONTROL

1.16 SITE ACCESS

1.17 SANITATION FACILITIES

1.18 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.19 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.20 EQUIPMENT LIST

1.21 TESTING OF EQUIPMENT

1.22 CLEANING OF EQUIPMENT

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 11 01.00 28

ATTACHMENTS:

Accident Prevention Plan Requirements Form

AHA template

-- End of Section Table of Contents --

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

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.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

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

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.

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.

1.3 SCHEDULES

The Contractor shall furnish the following schedules at the pre-work meeting.

1.3.1 PROJECT SCHEDULE

a. Furnish a schedule for the complete project in accordance with Clause 52.236-15 Schedules for Construction Contracts within 15 days after receipt of receipt of Notice to Proceed. Include in this schedule the date and time that the Contractor will be mobilizing to the work site, working at the site, and demobilizing from the work site.

b. E-mail a copy of the current schedule to the Contracting Officer's Representative (COR).

1.3.1.1 Contractor's Schedule

Furnish a schedule of days and hours that Contractor plans to work at the site. Provide at least 48 hours notification of any change to the schedule to allow scheduling of Government personnel and inspection.

Exception to this requirement may be allowed by the Contracting Officer (KO) in case of schedule change due to emergency conditions.

1.4 SUBMITTALS

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

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G C

Contractor's Schedule; I C

Accident Prevention Plan; G C

Activity Hazard Analysis; G C

Site Safety and Health Officer (SSHO); G C

30 Hour OSHA Certificate; G C

Equipment List; I C

SD-06 Test Reports

Monthly Exposure Reports; I C

1.5 POST AWARD MEETING

1.5.1 Pre-Work/Pre-Construction

A combined Pre-Work/Pre-Construction meeting will be held within 15 days after receipt of Notice to Proceed. Meeting attendees will include Government representatives and senior level members of the Contractor's staff. At a minimum, the Contractor's Project Superintendent and Quality Control Manager shall attend this meeting. The Government will lead the pre-work portion of the meeting which will cover the overall contract requirements.

1.5.2 Pre-Construction

The Contractor will lead the pre-construction portion of the meeting. The purpose of this portion of the meeting will be to discuss the Contractor's plan for executing the work at the project site, schedule, and plan for implementing safety and quality control.

1.5.3 Minutes

The Government will take the meeting minutes.

1.6 CONTRACTOR'S WORKING HOURS AT THE JOB SITES

Work at the job sites shall be accomplished between the hours of 7:00 a.m.

to 6:30 p.m. each workday unless otherwise specified herein, or authorized in advance by the KO.

1.7 LEVEE'S ACCESS

The levee's are located on private property. Speed limit on Solitude levee is 15 MPH. Speed limit on Walton Quarry Levee is up to 25 mph, when no pedestrians are present. Contractor is responsible to maintain a safe speed to ensure public safety while in proximity to pedestrians.

1.7.1 Road and Bridge Restrictions

There are road and bridge restrictions in the area. The Contractor is responsible for following the local road and bridge restrictions in the Project area. Contact the Teton County Roads and Levees Department for current information.

1.8 GATE SECURITY AT STOCKPILES AND LEVEE REPAIR LOCATIONS

The work site is protected by one or more gates. To prevent cattle and other livestock from escaping, unless otherwise instructed, the Contractor shall immediately close gates after passing though them. The Contractor may, at their discretion, post a person to guard the gate opening rather than opening and closing gates.

1.9 CONTRACTOR STORAGE

The Contractor may request to store equipment during the contract performance period at Walton Quarry. The Contractor may store equipment at the Solitude Levee work site only during periods of work activity at that site. The Government will not be liable for the theft or destruction of any Contractor's tools or equipment. Stored equipment shall not block vehicle traffic.

1.10 DUST CONTROL

The Contractor shall provide dust control during all dust generating activities such as vehicles traveling over the levee access roads. Dust control shall be by water truck or similar. No chemical treatment for dust control will be allowed.

1.11 CLEANING OF TRUCKS ENTERING PUBLIC ROADWAYS

Trucks entering onto public roadways shall be sufficiently clean to prevent creating mud tracks on the highway pavement. Pressure washers or other approved means shall be used to clean trucks if needed.

1.12 RIPRAP HAULING TRUCKS

Trucks used to haul riprap shall have high-lift tailgates or other positive means to prevent rocks from falling from the trucks during transport.

1.13 FLAGGERS AND SIGNAGE

The Contractor shall provide flaggers, signage and any permits for trucks or equipment entering onto public roadways where required by the Wyoming Transportation Department or local ordinances.

1.14 SAFETY

1.14.1 Accident Prevention

In accordance with Contract Clause 52.236-13 ACCIDENT PREVENTION the Contractor shall provide and maintain work environments and procedures that will safeguard the public, Government personnel, Contractor personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities.

1.14.1.1 Safety Requirements

The Contractor shall comply with the requirements of EM 385-1-1 .

1.14.1.2 Corrective Action by the Contractor

Whenever the KO detects any noncompliance with these requirements or any condition that poses a serious or imminent danger to the health or safety of any personnel, the on site Corps representative will notify the Contractor and request immediate initiation of corrective action. Lack of notice from the on site Corps representative does not relieve the Contractor from compliance requirements and responsibility. After receipt of notice from the on site Corps representative, the Contractor shall immediately take corrective action. Such notice, when delivered to the Contractor at the site of the work, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the KO may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

1.14.2 Accident Prevention Plan

Prior to commencement of work at the site, the Contractor shall submit an Accident Prevention Plan for the KO's review and acceptance. A qualified person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1 , Appendix A, and as supplemented herein. See attached Accident Prevention Plan Requirements Form for guidance when preparing the APP. Cover all paragraph and subparagraph elements in EM 385-1-1 , Appendix A. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. Also, describe innovative methods used to ensure and monitor safe work practices of subcontractors. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

The APP must be signed by an officer of the firm (Prime Contractor senior person), the individual preparing the APP, the on-site superintendent, the designated Site Safety and Health Officer (SSHO), the Contractor Quality Control Manager. The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the KO. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter.

Submit the APP to the KO 15 calendar days prior to the date of the Pre-Work/Pre-Construction meeting for acceptance. Work cannot proceed without an accepted APP. Once reviewed and accepted by the KO, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP is cause for stopping of work, at the discretion of the KO, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the contract. Changes to the accepted APP must be made with the knowledge and concurrence of the KO, project superintendent, SSHO and Quality Control Manager. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered.

Should any severe hazard exposure ( i.e. imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the KO within 24 hours of discovery. Eliminate and remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ASSE/SAFE A10.34 ), and the environment.

1.14.3 Activity Hazard Analysis

Prior to beginning each major phase of work, an activity Hazard Analysis shall be prepared by the Contractor in accordance with paragraph 01.A.13 of EM 385-1-1 and provided to the Government Inspector. An acceptable AHA template is attached to the end of this Section. The Government will furnish an electronic file of the AHA at the pre-work meeting.

1.14.4 Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) shall be employed by the Prime Contractor and shall be at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The SSHO can be assigned as the Project Superintendent on this project. The SSHO shall meet the following requirements:

Level 3:

A minimum of 5 years safety work on similar projects.

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

An average of at least 24 hours of formal safety training every four years.

Competent person training as needed.

Submit 30 Hour OSHA certificate showing SSHO has completed the course as specified. Submit documentation showing SSHO meets all Level 3 requirements

1.14.5 Competent Person Qualifications

Provide Competent Persons in accordance with EM 385-1-1 , Appendix Q and herein. Competent Persons for high risk activities such as cranes and rigging, excavation/trenching. 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 the Contracting Officer for information in consultation with the Safety Office.

1.14.6 Monthly Exposure Reports

Monthly exposure reporting to the Contracting Officer is required to be attached to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractor. Monthly Exposure Reports shall be generated from QCS and formally submitted.

1.14.7 Subcontractors

Compliance with the accident prevention and safety requirements by subcontractors will be the responsibility of the Contractor.

1.15 FIRE CONTROL

Each piece of internal combustion engine driven equipment used at the work site shall be equipped with a fire extinguisher in accordance with recommendation NFPA as appropriate. The minimum approved rating of extinguishers shall not be less than 5-B:C.

1.16 SITE ACCESS

Contractor access to the site for performance of the work shall be as indicated on the drawings.

1.17 SANITATION FACILITIES

The Contractor shall furnish sanitation facilities in accordance with EM 385-1-1 . All sanitation facilities shall be secured in a manner that will prevent the facility from being knocked or blown over. The location of all facilities will be subject to KO approval.

1.18 REGULAR CLEANUP AND DEBRIS DISPOSAL

All debris resulting from the work regardless of size, such as packing cases, scrap lumber, metal grindings, and all other debris shall be collected and removed from the project site daily and disposed of in a legal manner. All costs for removing debris shall be incidental to the work, and no separate payment will be made therefore. The Government's trash cans, dumpster's, etc. shall not be used.

1.19 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall take precautions to prevent damage to existing facilities while performing work under this contract. Upon completion of the work, all the existing facilities not included as a portion of the work shall be left in a condition equal to the condition existing at time of contract award. Costs for maintenance, repair and restoration of any facilities shall be considered as incidental to and included in the bidding schedule prices.

1.20 EQUIPMENT LIST

The Contractor shall furnish a complete list of all equipment to be used on the project prior to start of on-site work. The Contractor shall submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, year of manufacture, and Contractor's assigned serial or record number.

1.21 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition in the presence of the COR. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 . Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.22 CLEANING OF EQUIPMENT

All equipment shall be free of residue soil removed prior to arriving on-site. Clean all equipment to ensure it is free from any adhered soil or petroleum products. Equipment shall be leak free.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

Item Description Yes No N/A

1. Signature sheet

a. Includes the name, signature, and title of the Plan Preparer (Qualified person, i.e. corporate safety staff person, QC )

b. Includes the name, signature, and title of the Plan Approver (e.g. owner, company president, regional vice president ) (HTRW activities require approval of a Certified Industrial Hygienist, a Certified Safety Professional may approve the plan for operations involving UST removal where contaminants are known to be petroleum, oils, or lubricants).

c. Includes the name(s), signature(s), and title(s) for Plan Concurrence (provide concurrence of other applicable corporate and project personnel (contractor)) (e.g. Chief of Operations, Corporate Chief of Safety, Corporate Industrial Hygienist, project manager or superintendent, project safety professional, project

QC. )

2. Background information

a. Includes the Contractor Name.

b. Includes the Contract Number.

c. Includes the Project Name.

d. Includes the Brief Project Description.

e. Includes the Location of the Project (map).

f. Includes the Contractor Accident Experience (Copy of OSHA

g. Includes the Listing of Phases of Work and Hazardous Activities Requiring an Activity Hazard Analyses (AHA).

3. Statement of Safety and Health Policy. Includes a copy of the corporate safety policy. (In addition to the corporate policy statement, a copy of the corporate safety program may provide a portion of the information required by the accident prevention

4. Responsibilities and Lines of Authorities

a. Includes the identification and job responsibilities of personnel responsible for safety - at both corporate and project level – including their resumes.

b. Includes the lines of authority.

CESO Form A-02 Sep 13

Remarks (Any NO or N/A item)

Form A-02 U.S. Army Corps of Engineers

Accident Prevention Plan Checklist

Date of Inspection

Location (Plant or Facility) Contract Number

Contractor Name Project Name

Inspector Name (Print) Inspector Signature

This checklist serves as a guide only, it does not replace or eliminate the need to comply with the requirements set forth in Engineering Manual 385-1-1, Safety and Health Requirements Manual, dated XX Sept 2014. The references included in this checklist correspond to the applicable sections of EM 385-1-1.

5. Training

a. Includes the list of subjects to be discussed with employees at safety indoctrination.

b. Includes the list of mandatory training and certifications applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, HAZWOPER training and certification, PPE ) and any requirements for periodic retraining / recertification.

c. Includes the identity requirements for emergency response training.

d. Includes the outline requirements (who attends, when given, who will conduct, etc. ) for supervisory and employee safety

6. Safety and Health Inspections

a. Includes the name(s) of individual(s) responsible for conducting safety inspections. (e.g., PM, safety professional, QC, supervisors, employees )

b. Includes proof of inspector's training / qualifications.

c. Indicates when inspections will be conducted.

d. Furnished sample forms upon which inspections will be recorded.

e. Indicates deficiency tracking system and follow-up procedures.

f. Includes the names of competent and / or qualified person(s) and proof of competency / qualification to meet specific OSHA competent / qualified person(s) requirements.

g. Includes any external inspections / certifications which may be required. (e.g., US Coast Guard )

7. Safety and Health Expectations, Incentive Programs, and Compliance

a. Includes the company's written safety program goals, objectives, and accident experience goals.

b. Includes a brief description of the company's safety incentive programs (if any ).

c. Includes the policies and procedures regarding noncompliance with safety requirements (to include disciplinary actions for violation of safety requirements).

d. Includes the written company procedures for holding managers and supervisors accountable for safety.

8. Mishap Reporting

a. The plan identifies how, when, and who shall complete the Exposure data (man-hours worked).

b. The plan identifies how, when, and who shall complete mishap investigations, reports, and logs.

c. The plan identifies how, when, and who shall make immediate notification of major mishaps.

CESO Form A-02 Sep 13

Remarks (Any NO or N/A item)

Form A-02 U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

9. Plans (Programs, Procedures) required by the Safety Manual

a. Fatigue Management Plan (01.A.20)

b. Emergency response plans:

(1) Procedures & Test (01.E.01)

(2) Spill Plans (01.E.01, 06.A.02)

(3) Fire Fighting Plan (01.E.01; 19.A)

(4) Posting of Emergency Telephone Numbers (01.E.05)

(5) Man overboard/abandon ship (19.A.04)

(6) Medical Support. Outline on-site medical support and off-site medical arrangements including rescue and medical duties for those employees who are to perform them, and the name(s) of on-site Contractor personnel trained in first aid and CPR. A minimum of two employees shall be certified in CPR and first-aid per shift/site (Section 03.A; 03.D)

c. Plan for prevention of alcohol and drug abuse (01.C.02)

d. Site Sanitation Plan (Section 02.B)

e. Medical Support Plan, (03.A.01; 03.A.06; 03.D)

f. Bloodborne Pathogen Plan (03.A.05)

g. Exposure Control Plan (03.A.05)

h. Site Layout Plan (04.A)

i. Access/Haul road Plan (04.B)

j. Hearing Conservation Program (05.C)

k. Respiratory Protection Plan (05.G)

l. Health Hazard Control Program (06.A)

m. Process Safety Management Plan (06.B.04)

n. Lead Abatement Plan (06.C & Specs)

o. Asbestos Abatement Plan (06.C & Specs)

p. Radiation Safety Program (06.F)

q. Abrasive Blasting Plan (06.I)

r. Heat/Cold Stress Monitoring Plan (06.J)

s. Indoor Air Quality Management Plan (06.L)

t. Mole Remediation Plan (06.L.04)

u. Chromium (VI) Exposure Evaluation (06.M)

v. Crystalline Silica Assessment (06.N)

w. Lighting Evaluation (07.A)

x. Lighting Plan for Night Operations (07.A.09) CESO Form A-02 Sep 13

Form A-02 U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans may include but not be limited to:

Remarks (Any NO or N/A item)

9. Plans (Programs, Procedures) continued.

y. Traffic Control Plan (08.C.05)

z. Fire Prevention Plan (09.A.01)

aa. Wild Land Fire Management Plan (09.L)

bb. Arc Flash Hazard Analysis (11.B)

cc. Assured Equipment Grounding Control Program (AEGCP), (11.D.05, App D)

dd. Hazardous Energy Control Plan, (12.A.01)

ee. Standard Pre-Lift Plan (LHE) (16.A.03, 16.L.15)

ff. Critical Lift Plan – LHE (16.H)

gg. Naval Architectural Analysis (16.L)

hh. Contingency Plan for Severe Weather (19.A.03)

ii. Man Overboard/Abandon Ship (19.A.04)

jj. Float Plan (19.F.04)

kk. Fall Protection Program, (21.D);

ll. Demolition/Renovation Plan (to include engineering survey), (23.A.02)

mm. Rope Access Program, (24.H.02)

nn. Excavation/Trenching Plan, (25.A.01)

oo. Underground construction fire prevention and protection Plan, (26.D.01)

pp. Compressed Air Plan, (26.I.01)

qq. Formwork and Shoring Erection and Removal plan, (27.C)

rr. PreCast Concrete Plan, (27.D) ss Lift. slab plans, (27.E)

tt. Masonry Bracing Plan, (27.F.01)

uu. Steel Erection Plan, (28.B)

vv. Explosives Safety Site Plan (ESSP) (29.A)

ww. Blasting Plan, (29.A; 26.J)

xx. Underwater Dive Operations Plan, (30.A.14, 16, )

yy. Tree Felling/Maintenance Program, (31.A)

zz. Aircraft/Airfield Construction Safety & Phasing Plan, (32.A.02) aaa. Site Safety and Health Plan (HTRW), (33.B) bbb. Confined Space Entry Program, (34.A.06, 07)

10. Risk Management Processes. Detailed project-specific hazards shall be identified and controls provided via Activity Hazard CESO Form A-02 Sep 13

Form A-02 U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans may include but not be limited to:

Remarks (Any NO or N/A item)

Other Remarks:

CESO Form A-02 Sep 13

ACTIVITY HAZARDS ANALYSIS

Date Prepared (mm/dd/yyy)

Project: Job:

PRINCIPAL STEPS (Identify the principal steps involved and the sequence of work activities)

Activity:

Analyzed By/Date:

POTENTIAL SAFETY/HEALTH HAZARDS

(Analyze each principal step for potential hazards)

RECOMMENDED CONTROLS (Develop specific controls for potential hazard)

TRAINING REQUIREMENTS (List training requirements, including hazard communication)

INSPECTION REQUIREMENTS (List inspection requirements for the work activity)

EQUIPMENT TO BE USED (List equipment to be used in the work activity)

CENWW-1, (Revised March 2000 Page 1 of 5

Risk Assessment Code (RAC):

Probability Frequent Likely Occasional Seldom Unlikely

EE H H M

LMHHE

LLMM

L

H

LLLM

Catastrophic

Critical

Marginal

Negligible

S e v e r i t y

E = Extremely High Risk H = High Risk M = Moderate Risk L = Low RiskAcceptance Authority Signature

Project: Job:

ACTIONS TO ELIMINATE OR MINIMIZE

HAZARDSHAZARDSJOB STEPS

CENWW-1, (Revised March 2000 Page 2 of 5

Project: Job:

CENWW-1, (Revised March 2000 Page 3 of 5

ACTIONS TO ELIMINATE OR MINIMIZE

Project: Job:

CENWW-1, (Revised March 2000 Page 4 of 5

ACTIONS TO ELIMINATE OR MINIMIZE

Project: Job:

CENWW-1, (Revised March 2000 Page 5 of 5

TRAINING REQUIREMENTSINSPECTION REQUIREMENTSEQUIPMENT TO BE USED

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 ITEM 0001 CLEARING AND GRUBBING

1.3 ITEM 0002 REMOVAL AND STOCKPILING OF EXISTING WETLAND SOILS

1.4 ITEM 0003 REMOVAL OF EXISTING LEVEE FILL MATERIAL AND RIPRAP, AND

EXCAVATION FOR NEW WETLAND

1.5 ITEM 0004 NEW LEVEE PRISM CONSTRUCTION

1.6 ITEM 0005 PLACEMENT OF NEW RIPRAP

1.7 ITEM 0006 NEW WETLAND CONSTRUCTION

1.8 ITEM 0007 PLACEMENT OF GRASS SEED MIXTURE AND STRAW

1.9 ITEM 0008 CONSTRUCTION OF NEW WETLAND FENCING

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 RETAINAGE OF PAYMENT

Retainage in the amount of 10% of original contract amount will be withheld until the final submittals for AS-BUILT CONTRACT DRAWINGS AND FIO DRAWINGS have been approved by the Government. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.

1.2 ITEM 0001 CLEARING AND GRUBBING

"Clearing and Grubbing" will be measured for payment as the number of acres (AC) of ground cleared and grubbed during work on this contract.

Payment will be made at the unit price for Item No. 0001, "Clearing and Grubbing", which price and payment shall be full compensation for all work required for clearing and grubbing activities, complete, as specified and approved.

1.3 ITEM 0002 REMOVAL AND STOCKPILING OF EXISTING WETLAND SOILS

"Removal and Stockpiling of Existing Wetland Soils", will be measured for payment as the number of (CY) of existing Wetland Soils to be removed and stockpiled. Payment will be made at the unit price for Item No. 0002, "Removal and Stockpiling of Existing Wetland Soils", which price and payment shall be full compensation for all work required for the removal and stockpiling of existing soils in this contract, complete, as specified and approved. Actual quantities used for measurement and payment will be based on the first Intermediate Survey describe in Section 35 41 10.61 28 LEVEE REPAIR. Anticipate the following quantities:

a. Sod and Subsoil - 1257 CY

b. Reed Canary Grass - 96 CY

1.4 ITEM 0003 REMOVAL OF EXISTING LEVEE FILL MATERIAL AND RIPRAP, AND

EXCAVATION FOR NEW WETLAND

"Removal of Existing Levee Fill Material and Riprap, and Excavation for New Wetland", will be measured for payment as the number of (CY) of existing Levee fill material and riprap removed, plus material removed for the New Wetland. Payment will be made at the unit price for Item No.

0003, "Removal of Existing Levee Fill Material and Riprap, and Excavation for New Wetland", which price and payment shall be full compensation for all work required for all removal and disposal of existing materials, and all excavation work required for the New Wetland, complete, as specified and approved. Actual quantities used for measurement and payment will be based on the Second Intermediate Survey describe in Section 35 41 10.61 28

LEVEE REPAIR.

1.5 ITEM 0004 NEW LEVEE PRISM CONSTRUCTION

"New Levee Prism Construction", will be measured for payment as the number of (CY) new material required, as well as processing of existing materials used in Construction. Payment will be made at the unit price for Item No.

0004, "New Levee Prism Construction", which price and payment shall be full compensation for all materials and work required for New Levee Prism Construction, complete, as specified and approved. Features included with this item will include, but not be limited to the following:

a. Processing of existing materials and/or delivery of new fill materials.

b. Placement of fill material, as shown and specified.

c. Compaction of fill material, as shown and specified.

d. Actual quantities used for measurement and payment will be based on the Final Survey describe in Section 35 41 10.61 28 LEVEE REPAIR.

1.6 ITEM 0005 PLACEMENT OF NEW RIPRAP

"Placement of New Riprap", will be measured for payment as the number of tons (TN) of riprap placed. Riprap will be provided by the Government and delivered to the work site. Payment will be made at the unit price for Item No. 0005, "Placement of New Riprap", which price and payment shall be full compensation for all work required to move and place riprap (after delivery), complete, as specified and approved.

1.7 ITEM 0006 NEW WETLAND CONSTRUCTION

"New Wetland Construction", will be measured for payment as the number of (CY) of existing Wetland Soils used. Payment will be made at the unit price for Item No. 0006, "New Wetland Construction" which price and payment shall be full compensation for all work required for grading of new Wetland, complete, as specified and approved. Features included with this item will include, but not be limited to the following:

a. Placement of Existing Wetland Soil (Sod and Subsoil) into New Wetland at required thicknesses.

b. All work to grade New Wetland to specified slopes, and elevations.

c. Installation of Monitoring Well.

d. Burying of reed canary grass.

e. Wasting of excess wetland soils.

f. Actual quantities used for measurement and payment will be based on the volume defined by the difference in the second intermediate and final survey. See Section 35 41 10.61 28 LEVEE REPAIR.

1.8 ITEM 0007 PLACEMENT OF GRASS SEED MIXTURE AND STRAW

"Placement Of Grass Seed Mixture And Straw", will be measured for payment as the number of acres (AC) of grass seed mixture and straw placement.

Payment will be made at the unit price for Item No. 0007, "Placement Of Grass Seed Mixture And Straw", which price and payment shall be full compensation for all work required for placement of grass seed mixture and straw, complete, as specified and approved. Anticipate the following quantities:

a. New Wetland - 0.41 AC.

b. Cleared and Grubbed Area - 1.1 AC.

c. 2-Track Borrow Area - 0.19 AC.

1.9 ITEM 0008 CONSTRUCTION OF NEW WETLAND FENCING

"Construction of New Wetland Fencing", will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0008, "Construction of New Wetland Fencing", which price and payment shall be full compensation for all work required for construction of the New Wetland Fencing, and related items, complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

1.1.1 Submittal Descriptions (SD)

1.1.2 Action Elements for Submittal Approval

1.2 SUBMITTALS

1.3 SUBMITTAL OF SHOP DRAWINGS

1.4 QUANTITY OF SUBMITTALS

1.4.1 Number of Copies of SD-02 Shop Drawings

1.4.2 Electronic Copies of Submittals

1.5 SHOP DRAWINGS

1.5.1 Approval of Shop Drawings

1.5.2 Shop Drawings Approved by Contractor

1.5.3 Shop Drawings Approved by Contracting Officer

1.6 GENERAL SUBMITTAL REQUIREMENTS

1.6.1 Required Submittals

1.6.2 Submittals

1.6.2.1 Submittal of Shop Drawings

1.7 SUBMITTAL SUMMARY SHEETS (ENG FORM 4025)

1.8 APPROVALS OR DISAPPROVAL

1.8.1 Satisfactory Submittals

1.8.2 Unsatisfactory Submittals

1.8.3 Government Review Period

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Submittal Register

ENG Form 4025

-- End of Section Table of Contents --

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUBMITTAL IDENTIFICATION

1.1.1 Submittal Descriptions (SD)

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to commencing work on site.

Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Construction Progress Schedule

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Unless otherwise specified testing must have been completed within three (3) years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Action Elements for Submittal Approval

C Engineering & Construction Division, Construction Branch GT Engineering & Construction Division, Geotechnical Design

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government.

1.3 SUBMITTAL OF SHOP DRAWINGS

Submittal of shop drawings as may be required by applicable requirements of the CONTRACT CLAUSES, the various sections of the TECHNICAL SPECIFICATIONS, and as indicated on the contract drawings shall be in accordance with the following additional requirements.

1.4 QUANTITY OF SUBMITTALS

1.4.1 Number of Copies of SD-02 Shop Drawings

The Contractor shall submit 3 copies of each submittal along with 3 copies of the ENG Form 4025 to the following address:

District Commander

ATTN: CENWW-EC-C

Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876

One (1) copy of shop drawings along with one (1) copy of ENG Form 4025-R shall be sent to the following addresses:

ATTN: Nathan Pierson Boise Office, Corps of Engineers 720 Park Boulevard, Ste 245

Boise ID 83712

1.4.2 Electronic Copies of Submittals

In addition to the required hard copies, concurrently furnish an electronic copy of each submittal in PDF format via e-mail to the designated Contracting Officer's Representative (COR). The e-mail address of the COR shall be furnished to the Contractor at the Pre-Work/Pre-Construction meeting. Submit the PDF copy of the submittal named with the transmittal number and the submittal item description (example: 013529_1028-1 Accident Prevention Plan). Official receipt of the transmittal will start when the hard copy is received by the Government.

1.5 SHOP DRAWINGS

A shop drawing is a Contractor's or manufacturer's drawing, brochure, sample, certificate, calculation, warranty, or other submittal which provides detail for construction and quality control of permanent work.

1.5.1 Approval of Shop Drawings

All shop drawings shall be Contractor approved; however, certain specified submittals will also require Contracting Officer approval.

1.5.2 Shop Drawings Approved by Contractor

Contractor shall review and correct all drawings to make them complete and in accordance with the contract. Approval by Contractor shall be indicated on each drawing by an "Approved" stamp with Contractor's name, signature, and date. Names and titles of individuals authorized by Contractor to approve drawings shall be provided prior to any submission. All shop drawings shall be submitted. Submittals which are for information only do not require Contracting Officer approval but will be monitored and spot checks will be made. When such checks indicate noncompliance, the Contractor will be notified by the same method used for Contracting Officer approvals.

1.5.3 Shop Drawings Approved by Contracting Officer

Before submission, the Contractor shall review all shop drawings, including those prepared by subcontractors, suppliers, for completeness and compliance with plans and specifications, and shall certify completeness and compliance with an approval stamp on each item submitted. Red markings are reserved for Contracting Officer. Suppliers' or subcontractors' certifications are not acceptable as meeting this requirement. Submittals which meet these requirements will be reviewed and processed as specified in paragraph: Approvals or Disapproval.

1.6 GENERAL SUBMITTAL REQUIREMENTS

1.6.1 Required Submittals

The Contractor shall submit all items listed on the Submittal Register attached to the end of the Section. In addition to the listed submittals the Contracting Officer may request submittals for items in the specifications or items shown on the drawings when deemed necessary to adequately describe the work covered in the specifications and drawings.

1.6.2 Submittals

1.6.2.1 Submittal of Shop Drawings

Submittals shall be complete in detail; shall indicate material type and shall indicate, when applicable, dimensions, sizes, gradations.

Submittals shall indicate methods of placement and shall include all required detailed information necessary to indicate full compliance with the plans and specifications. Shop drawings shall be supported by sufficient descriptive literature such as certified laboratory test reports, laboratory test labels, and other pertinent data to demonstrate conformance with the plans and specifications.

1.7 SUBMITTAL SUMMARY SHEETS (ENG FORM 4025)

ENG Form 4025 (attached at the end of this Section) is used to transmit all required submittals. This form will be made available to the Contractor by the Government. Each transmittal shall contain the following information:

(1) Project title, contract number, and Contractor's name.

(2) Subcontractor, supplier, or manufacturer's name and address, as applicable.

(3) Applicable specification paragraph number or numbers.

(4) Contract drawing numbers and sheet numbers.

(5) Transmittal number. Transmittals shall be numbered in continuously ascending order by specification section. For example, the first transmittal from specification 26 00 00.00 40 would be numbered 26 00 00.00 40-1. The second transmittal would be 26 00 00.00 40-2, etc. Any resubmittal, either required by previous rejection or for Contractor convenience shall be numbered with the original number plus a digit in the decimal place. For example, the first resubmittal of 26 00 00.00 40-1 would be 26 00 00.00 40-1.1 and the second resubmittal would be 26 00 00.00 40-1.2.

(6) Items submitted for approval. The Contractor shall certify with each submittal that he has reviewed the submittal in detail and that they are correct and in conformance with the contract requirements.

The certificate may be simply a signed statement by the Contractor attesting to the above requirements. Suppliers' or subcontractors' certificates are not acceptable as meeting this requirement; however, they may be attached to the Contractor's certificate to complete the submittal. The Contractor shall also certify, with each information copy of each Contractor approved submittal, as to the correctness and compliance of the submittal as specified above.

(7) Item number. Number assigned by Resident Management System (RMS), and will be provided to the Contractor by the Government.

1.8 APPROVALS OR DISAPPROVAL

1.8.1 Satisfactory Submittals

If the submittal documents as submitted are complete and the contents satisfy contract requirements, one copy will be returned stamped "APPROVED." Such approval shall not be construed as authorizing any deviation from the plans and specifications, unless these deviations are brought to the attention of the Contracting Officer in the letter, which transmits the shop drawings and are also shown on the shop drawings. If corrections are necessary, but in the opinion of the Contracting Officer are of a minor nature, the Government will revise and return one copy stamped, "APPROVED AS CORRECTED." Contractor objections to Government revisions shall be brought to the attention of the COR for discussion and resolution. Following discussion and resolution of the issue(s), the Contractor shall resubmit the item in question to document the final resolution.

1.8.2 Unsatisfactory Submittals

If the submittals are incomplete or contents plus available supplemental information do not illustrate compliance with contract requirements, they will be appropriately marked showing items of noncompliance and one print will be returned stamped "RETURNED FOR CORRECTION" with reasons therefore if otherwise not obvious. The Contractor shall make all corrections required by the Contracting Officer, and shall resubmit the documents and data including the same number of prints as required for approval in the same manner as before. All revisions shall be shown by number, date, and subject in a revision block. If revisions are made by the Contractor after a drawing has been approved, the Contractor shall again resubmit for approval as noted above. The time consumed in preparing, submitting, and obtaining approval of submittals shall be included in the time allowed for completion of the contract.

1.8.3 Government Review Period

The Contractor shall allow the Government 15 days to review submittals and for each resubmittal. The 15-day review period shall commence at date of receipt of transmittals from the Contractor by the Government and the period shall end at date of signature of Approving Authority on ENG Form 4025.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

W912EF-16-B-0019

Jackson Hole Solitude Levee Repair

01 11 01.00 28 SD-01 Preconstruction Submittals

1.3.1 G CProject Schedule

1.3.1.1 I CContractor's Schedule

1.14.2 G CAccident Prevention Plan

1.14.3 G CActivity Hazard Analysis

1.14.4 G CSite Safety and Health Officer

(SSHO)

1.14.4 G C30 Hour OSHA Certificate

1.20 I CEquipment List

SD-06 Test Reports

1.14.6 I CMonthly Exposure Reports

01 45 00.01 28 SD-01 Preconstruction Submittals

3.2 G CCQC System Manager

01 57 20.01 28 SD-01 Preconstruction Submittals

1.3 G CEnvironmental Protection Plan

1.7.1 I CBest Management Practices

1.7.1 G CStorm Water Pollution Prevention

Plan (SWPPP)

01 78 00.00 28 SD-11 Closeout Submittals

3.1 G CFinal Approved Versions of

Contractor Prepared Drawings

3.2 G CAs-Built Contract Drawings and

FIO Drawings

35 41 10.61 28 SD-01 Preconstruction Submittals

3.3.4 G GTCompaction Methods

3.3.2 I GTFill Material Processing

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)…