W912EF20B0004 TechSpec.pdf

Little Goose Navigation Lock Leak Repair W912EF20B0004

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)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28

THIS PAGE INTENTIONALLY LEFT BLANK

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:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GENERAL

LGG-1-0-1/458 G-001 COVER SHEET AND LOCATION MAPS

LGG-1-0-1/459 G-002 INDEX SHEET

LGG-1-0-1/12 G-101 NAVIGATION LOCK GENERAL PLAN

AND SECTION

CIVIL

LGN-1-4-4/1 C-101 MONOLITHS 2,4 AND UPPER SILL

PLAN AND DETAIL

LGN-1-4-4/2 C-301 SECTION UPPER SILL

LGN-1-4-4/3 C-501 DETAILS COVERS AND SEALANT

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:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

LGN-1-4-1/1 R-001 NAVIGATION LOCK GENERAL PLAN AND

SECTIONS

LGN-1-4-2/2 R-002 NAVIGATION LOCK MONOLITH 2 PLANS AND

SECTIONS

LGN-1-4-2/3 R-003 NAVIGATION LOCK MONOLITH 2 ELEVATIONS

AND SECTIONS

LGN-1-4-2/13 R-004 NAVIGATION LOCK MONOLITH 4 PLANS

LGN-1-4-2/14 R-005 NAVIGATION LOCK MONOLITH 4 PLANS &

SECTIONS

LGN-1-4-2/35 R-006 NAVIGATION LOCK TYPICAL REINFORCEMENT

LGN-1-4-2/36 R-007 NAVIGATION LOCK TYPICAL CONCRETE

DETAILS

LGN-1-4-2/37 R-008 NAVIGATION LOCK UPPER SILL

LGN-1-4-2/40 R-009 NAVIGATION LOCK WATERSTOPS

LGN-1-5-11/4 R-010 NAVIGATION LOCK FLOATING BULKHEAD

GUIDES-UPSTREAM

LGN-1-5-13/1 R-011 NAVIGATION LOCK MISCELLANEOUS METAL

LGN-1-5-22/1 R-012 NAVIGATION LOCK UPPER BRIDGE GENERAL

PLAN, ELEVATION AND SECTION

-- End of Document --

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

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 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 ht t ps: / / duckduckgo. com/ l / ?kh=- 1&uddg=ht t ps%3A%2F%2Fwww. ebenef i t s. va. gov%2Febenef i t s- por t al %2Fdownl oads%2Fvet er ans- hi r i ng- gui de- 2014. pdf

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.2 LOCATION OF WORK

1.3 SIGNIFICANT DATES

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

This summary of work is a generalized description of work and is not all inclusive.

1.1 SUMMARY OF WORK

This work consists of installing a waterstop and sealing existing cracks.

Installing the waterstop includes removing existing concrete above the waterstop to facilitate drilling for the waterstop. The work includes cutting, drilling and sealing both above the water level and below the water level.

1.2 LOCATION OF WORK

Little Goose Dam Navigation Lock, Columbia County, Washington

1.3 SIGNIFICANT DATES

All on-site work must be completed during the scheduled Navigation Lock Outage. See 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK in the contract clauses.

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 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 PROJECT SCHEDULE

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.6 COMMUNICATIONS

1.7 EQUIPMENT LIST

1.8 TESTING OF EQUIPMENT

1.9 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.11 PRE-CONSTRUCTION ON-SITE INSPECTION

1.12 PROJECT SUPERINTENDENT

1.13 KEY PERSONNEL SUBSTITUTION

1.14 POST AWARD MEETINGS

1.14.1 Pre-Work Meeting

1.14.2 Pre-Construction Meeting

1.14.2.1 Minutes

1.14.2.2 Demobilizing And Remobilizing

1.15 WEEKLY PRODUCTION MEETINGS

1.15.1 Minutes

1.16 ADDITIONAL MEETINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

-- End of Section Table of Contents --

SECTION 01 11 01.00 28

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Comply with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule ; G C

Equipment List ; I C

Pre-Construction On-site Inspection Report; I C

Project Superintendent ; I C

SD-07 Certificates

Key Personnel Substitution ; G C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

Any deviations shall be updated as per SECTION 01 78 00.00 28 , CLOSEOUT SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.

1.4 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 Notice of Award.

b. Email an electronic copy of the schedule, in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.), to the Contracting Officer (KO). See SECTION 01 33 00 SUBMITTAL PROCEDURES paragraph "Electronic Copies" for email address.

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor shall furnish waste containers. All small waste containers provided by the contractor shall be emptied daily, large bin containers shall be emptied when full or once a week.

1.6 COMMUNICATIONS

Provide a radio communications system between the Navigation Lock upper deck and the work area in the lock chamber. Radio shall be capable of transmitting and receiving on all frequencies that the Contractor will be using during the contract period. Radio shall also operate on 156,700 mHz in order to call the Lock Operator to raise and lower the water level in the lock. The Government representative shall be provided use of the communication system at any time upon request.

1.7 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 days prior to commencement of on-site work. 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, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.8 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. 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.

1.9 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a legal manner. Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.11 PRE-CONSTRUCTION ON-SITE INSPECTION

Conduct a Pre-Construction On-Site Inspection of existing conditions, prior to start of on-site work, with the KO of the Government facilities at the work areas. This inspection is to document existing site conditions prior to Construction. Results of this inspection shall be documented by digital photographs and/or videos along with descriptive narrative report. A color copy of the inspection photographs/videos and a narrative report shall be submitted to the KO within five (5) days after inspection has been completed.

1.12 PROJECT SUPERINTENDENT

The Contractor's Project Superintendent shall be on the worksite during performance of work on this contract. The Project Superintendent is required on the worksite, at all times work is being performed, until work on this contract is completed and accepted. Assign a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

1.13 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the KO. Personnel shall possess the qualifications that meet or exceed those stated in this contract for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.14 POST AWARD MEETINGS

1.14.1 Pre-Work Meeting

Within Thirty (30) calendar days after receipt of Notice to Proceed, attend a Pre-Work Meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Government will lead this meeting and take the meeting minutes.

1.14.2 Pre-Construction Meeting

Coordinate with the KO and establish the date of the Pre-Construction Meeting. The meeting will be held at the Project site at least one (1) week prior to mobilizing to the job site. Lead the Pre-Construction Meeting discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.

1.14.2.1 Minutes

Contractor is responsible for taking the meeting minutes and shall send them electronically within 48 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.14.2.2 Demobilizing And Remobilizing

Anytime the Contractor demobilizes from the site and remobilizes at a later date, another Pre-Construction Meeting shall be held and shall follow the requirements listed above.

1.15 WEEKLY PRODUCTION MEETINGS

During all fabrication and onsite construction work, hold a weekly production meeting to brief the Government on the status of the project.

a. Use the attached "Weekly Meeting Agenda" and discuss all elements of this agenda.

b. Provide a three (3) week 'look ahead'.

1. Describe all planned construction activities, on-site and off-site over the next three (3) weeks.

2. ENSURE these activities align to the overall construction SCHEDULE submitted under paragraph PROJECT SCHEDULE of this

SECTION.

3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.

c. Key members of the Contractor's staff including the Quality Control System Manager and the SITE SAFETY AND HEALTH OFFICER shall attend.

d. The Quality Control System Manager shall discuss all QC aspects outlined in SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL.

e. The Government reserves the right to require any person from the Contractor's staff such as the Project Manager, Engineer, Scheduler or Key Subcontractor Personnel to attend the meeting.

f. Submit each meeting agenda to the KO 24 hours prior to the meeting.

1.15.1 Minutes

The Contractor shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.16 ADDITIONAL MEETINGS

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the KO for concurrence. E-mail subject line shall include project name and meeting topic.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

Weekly Meeting agenda template

Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review

Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters

Coordination - Clearances required over the next week, include the following:

A description of the work to be performed under the Clearance.

Determine the correct energy isolation points needed to perform the work safely.

Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.

Determine the procedure and method of testing for stored energy if applicable.

The date and time the Clearance shall be required.

The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.

Coordination issues

Safety- Review of AHA’s for ongoing work Pending AHA’s

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

Required over the next week Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT SECURITY

1.2.1 Contractor Vehicle Access

1.2.2 Identification of Employees

1.3 DELIVERY OF EQUIPMENT

1.4 FACILITY OCCUPANCY CLOSURE

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

1.5.2 Government's Work Schedule

1.6 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

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 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.

1.2.1 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.

1.2.2 Identification of Employees

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. The Contractor shall be responsible for furnishing the Security Badge Form(attached to the end of this SECTION) and initial identification (driver's license) for each employee five (5) business days prior to the employee arriving to work on the Project site, and upon issuance of official badges, for requiring each employee engaged on the work to display identification at all times.

Ensure each employee's full name with middle initial is included with the initial identification. 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 (KO), 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.

1.3 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.

1.4 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 KO.

1.5 WORK SCHEDULES

1.5.1 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.

1.5.2 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 KO 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.

1.6 USE OF WALLA WALLA DISTRICT PARKS

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

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

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used) -- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 Biographical Information Submittal

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.5 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

1.6 SUSPICIOUS ACTIVITY REPORTING TRAINING (iWATCH, CORPS Watch, or

See Something, Say Something)

1.7 EMPLOYEE ESCORT

1.8 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

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. This contract [does not require access to or handling of classified material.

This contract require access to secured and restricted areas, sensitive information, or equipment. Secured area is considered any location where on-site work is performed by Contractor employees. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the project.

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.

U.S. ARMY (DA)

AR 190-13 (2011) The Army Physical Security Program

Army Directive 2014-05 (2014) Policy and Implementation Procedures for Common Access Card Credentialing and Installation Access for Uncleared Contractors

Website for Department of the Army Regulations:

http://armypubs.army.mil/

Federal Acquisition Regulation (FAR)

FAR 52.204-9 (2015) Personal Identity Verification of Contractor Personnel

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. The 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 iWATCH, CORPS Watch, or See Something, Say Something ; I, C

Pre-Screen Candidates Using E-Verify Program ; I, C

Biographical Information ; G, C

1.3 Biographical Information Submittal

Submit Biographical Information to the COR via email as a password protected pdf file for all personnel requiring unescorted access or requiring access to government information systems. See paragraph "ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES" for additional information and details on items to submit.

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

All contractor employees, including all associated sub-contractor employees, shall comply with all applicable facility access and security policies and procedures. Local facility policies and procedures shall be provided by a government representative.

The contractor shall provide all information required for background checks to meet facility access requirements. Background checks will be performed by Walla Walla District Security Office. Contractor workforce must comply with all personal identity verification requirements ( FAR 52.204-9 , Personal Identity Verification of Contractor Personnel:

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28 ) as directed by DOD and/or local policy.

For each individual that will be working at this site needing unescorted access, submit a copy of their driver's license to satisfy the information required to conduct the background check. Background check must be approved for an individual before they can access the site.

In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any facility change, the Government may require changes in contractor security matters or processes.

1.5 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

Contractor employees, including all associated sub-contractor employees, shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index ( NCIC-III )and Terrorist Screening Database (TSDB) ( Army Directive 2014-05 / AR 190-13 ), applicable facility and area access security policies and procedures (provided by a government representative, as NCIC and TSDB are available).

1.6 SUSPICIOUS ACTIVITY REPORTING TRAINING ( iWATCH, CORPS Watch, or See Something, Say Something )

The contractor employees, including all associated sub-contractor employees, shall take one of the following trainings on the suspicious activity reporting program; iWATCH, CORPS WATCH, SEE SOMETHING, SAY SOMETHING. These trainings are available on the internet and the links to the training sites are shown below.

This training is to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the security representative. This training shall be completed within 30 calendar days of Notice to Proceed and within 30 calendar days of new employees commencing performance with the results reported to the COR or to the contracting officer (if a COR is not assigned), NLT 5 calendar days after the completion of the training.

a. iWATCH \ Website: http:://www.myarmyonesource.com/familyprogramsandservices/ iwatchprogram/default.aspx

b. CORPS WATCH Website:

http://www.spa.usace.army.mil/Missions/CivilWorks/Recreation/CorpsWatch.aspx

c. SEE SOMETHING, SAY SOMETHING Website: https://www.dhs.gov/see-something-say-something

1.7 EMPLOYEE ESCORT

All contractor employees, including all associated sub-contractor employees, who are not in possession of the appropriate security clearance or access privileges, will be escorted in sensitive or restricted areas and/or areas where they may be exposed to classified and/or sensitive materials.

1.8 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

The Contractor must pre-screen Candidates using the E-verify Program ( http://www.uscis.gov/e-verify ) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system.

Additional time may be required for foriegn nationals to pre-screen.

An initial list of verified/eligible Candidates must be provided to the contracting officer, no later than 30 business days after receipt of Notice to Proceed.

*When contracts are with individuals, the individuals will be required to complete a Form I-9 , Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

Submit pre-screening results to the COR via email as a password protected pdf file.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 CLIN 0001 CHAMBER WALL AND PARAPET WALL DEMOLITION AND PARAPET

WALL REPLACEMENT

1.3 CLIN 0002 WATERSTOP INSTALLATION

1.3.1 CLIN 0002A INSTALL WATERSTOP

1.3.2 CLIN 0002B GROUT VOIDS

1.3.3 CLIN 0002C RE-DRILL GROUT

1.4 CLIN 0003 CRACK AND JOINT SEALING

1.5 CLIN 0004 CHAMBER WALL REPAIR

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 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will be held until such time as the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS for additional information.

a. Final Shop Drawings.

b. Final As-built Drawings.

c. Final Record Drawings.

1.2 CLIN 0001 CHAMBER WALL AND PARAPET WALL DEMOLITION AND PARAPET WALL

REPLACEMENT

Chamber Wall and Parapte Demolition and Parapet Wall Replacement will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No. 0001, "CHAMBER WALL AND PARAPET WALL DEMOLITION AND PARAPET WALL REPLACEMENT," which price and payment shall be full compensation for all work required to remove existing concrete to create the waterstop access slot and replace the disturbed Parapet Wall, complete, as specified and approved.

1.3 CLIN 0002 WATERSTOP INSTALLATION

Waterstop Installation will be measured for payment as shown in the sub-CLIN's below.

1.3.1 CLIN 0002A INSTALL WATERSTOP

Install Waterstop will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No. 0002a, "Install Waterstop," which price and payment shall be full compensation for all work required to install the waterstop, not including the work in CLIN 0002b and CLIN 0002c.

1.3.2 CLIN 0002B GROUT VOIDS

Grout Voids will be measured for payment as the number of cubic feet (CF) of grout used to fill the voids exposed during the drilling process.

Payment will be made at the unit price for CLIN No. 0002b, "Grout Voids," which price and payment shall be full compensation for all work required for grout voids, complete, as specified and approved.

1.3.3 CLIN 0002C RE-DRILL GROUT

Re-drill Grout will be measured for payment as the number of lineal feet (LF) of drilling through the grout placed to fill the voids. Payment will be made at the unit price for CLIN No. 0002c, "Re-Drill Grout," which price and payment shall be full compensation for all work required for Re-Drill the grout, complete, as specified and approved

1.4 CLIN 0003 CRACK AND JOINT SEALING

Crack and Joint Sealing will be measured for payment as the number of lineal feet (LF) of sealing the cracks and joints. Payment will be made at the unit price for CLIN No. 0003, "Crack and Joint Sealing," which price and payment shall be full compensation for all work required install sealant along the cracks and joints, complete, as specified and approved.

1.5 CLIN 0004 CHAMBER WALL REPAIR

Chamber Wall Repair will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for CLIN No. 0004, "Chamber Wall Repair," which price and payment shall be full compensation for all work required to repair the chamber wall, complete, as specified and approved. Features included with this item will include, but not be limited to:

a. Install Access Slot Cover

b. Install Waterstop Cover

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 REFERENCES

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Reviewing Authority

1.2.2.1 Action Elements for Submittal Review

1.2.3 Work

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 Information Only (I)

1.4 CAD FILE REQUIREMENTS

1.4.1 USACE CAD/BIM Technology Center

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Format For Electronic Submittals

1.5.4 Format for SD-02 Shop Drawings

1.5.4.1 Shop Drawing Submittals

1.5.5 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.5.6 Format of SD-04 Samples

1.5.7 Format of SD-05 Design Data and SD-07 Certificates

1.5.8 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.6 QUANTITY OF SUBMITTALS

1.6.1 Electronic Copies

1.6.2 Hard Copies (HC)

1.6.2.1 Hard Copy Submittals

1.6.3 Official Receipt of Transmittals

1.6.4 Number of Samples SD-04 Samples

1.6.5 Number of Copies of SD-10 Operation and Maintenance Data

1.7 INFORMATION ONLY SUBMITTALS

1.8 VARIATIONS REQUESTS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting That Variations Are Compatible

1.8.4 Review Schedule Is Modified

1.9 SUBMITTAL REGISTER

1.9.1 Use Of Submittal Register

1.9.2 Contractor Use of Submittal Register

1.9.3 Approving Authority Use of Submittal Register

1.9.4 Contractor Action Code and Action Code

1.9.5 Copies Delivered to the Government

SECTION 01 33 00

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED OR REJECTED SUBMITTALS

1.13 APPROVED/ACCEPTED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 STAMPS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

ENG Form 4025

Submittal Register

-- End of Section Table of Contents --

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer (KO) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Make certain that each submittal is complete and in sufficient detail to easily determine contract compliance.

a. Use the same units of weights and measures as the contract drawings.

b. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

c. Clearly identify any proposed variations from the contract requirements.

d. Include drawings; literature (catalog cuts, diagrams, operating charts or curves); test reports; samples; O&M manuals (including parts list); certifications; warranties; and other necessary information.

e. Obtain submittal approval prior to acquiring the covered material or equipment.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-19-6 (Aug 2019) A/E/C Graphics Standard, Release 2.1

ERDC/ITL TR-19-7 (Aug 2019) A/E/C CAD Standard - Release 6.1

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required to be approved 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.

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.

Samples of warranty language when the contract requires extended product warranties.

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

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

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.

Confined space entry permits.

Text of posted operating instructions.

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.

1.2.2 Reviewing Authority

Office or designated person to review submittal.

1.2.2.1 Action Elements for Submittal Review

C Engineering & Construction Division, Construction Branch DDC Walla Walla District Dive Coordinator, Safety Office ECC Operation's Division, Environmental Compliance Coordinator GT Engineering & Construction Division, Geotechnical Design SO Safety Office

1.2.3 Work

As used in this SECTION, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

G - This code is for submittals requiring government approval that were listed in the original government-generated specs.

I - This code is used for both Government-generated submittals and Contractor-generated submittals. This code is reserved for submittals that don't require approval, e.g. test reports.

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the KO.

Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the KO. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only (I)

Submittals not requiring Government approval will be for information only

(FIO).

1.4 CAD FILE REQUIREMENTS

The following applies to all CAD File submittals for this Contract, unless otherwise noted:

a. Furnish CAD files in the latest version of Bentley DGN format, for all CAD Files submitted by the Contractor in performance of this contract.

b. Unless otherwise noted, all CAD Files shall meet A/E/C CAD and Graphic Standards, as follows:

1. Compliant with the A/E/C CAD Standard ERDC/ITL TR-19-7 , A/E/C Graphics Standard ERDC/ITL TR-19-6 and Section 01 33 00 SUBMITTAL

PROCEDURES.

c. CAD Files shall have presentation graphics which can be edited by Bentley software (with the exception of photographs). Presentation graphics typically consist of drawing elements such as lines, arcs, shapes, text, and their attributes (e.g., color, width, line style).

d. If CAD files are developed in a format other than the specified Bentley software, furnish the following:

1. The converted CAD files in Bentley DGN format, in compliance with all specified CAD file requirements.

2. The original CAD files in their native file format.

e. In addition to CAD files, submit an ADOBE .pdf of each CAD File.

The pdfs and the CAD files shall be identical.

f. Submit files using the DoD SAFE (Secure Access File Exchange) website as directed by the Contracting Officer.

1.4.1 USACE CAD/BIM Technology Center

The USACE CAD/BIM Technology Center hosts all standard content for USACE.

This content can be accessed through the CAD/BIM Technology Center website, https://cadbimcenter.erdc.dren.mil .

1.5 PREPARATION

1.5.1 Transmittal Form

The attached sample transmittal form (ENG Form 4025) is in RMS and shall be completed in RMS 3.0 Contractor Mode. Use ENG Form 4025 for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Identifying Submittals

When submittals are provided by either the Prime Contractor or subcontractor, the Prime Contractor is responsible to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title, location, and date.

b. Contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add a number suffix on submittal description, for example, submittal 18 would become 18.1, to indicate the resubmission.

h. Product identification and location in project.

The sequence of submission of drawings shall be such that all information is available for checking each drawing when it is received. Contract number and project shall be shown directly above the revision space on all drawings submitted. Drawing details and notes shall be of such quality and clarity and of sufficient definition and line weight as to permit sharp and totally legible scanning. All items shall be adequately identified to show where they will be used, and shall be referenced to applicable contract drawings and specification section.

All shop drawings submitted on a single transmittal (ENG form 4025) shall pertain to only one (1) specification section. Computed weights of all items shall be indicated on the shop drawings. Where drawings are submitted for either one (1) assemblies consisting of more than one (1) piece of equipment, or two (2) systems consisting of numerous components dependent one on the other for matching or compatible characteristics, complete information shall be submitted on all such related components at the same time.

1.5.3 Format For Electronic Submittals

The PDF file name of all submittals shall include the contract and transmittal number.

a. example: 19C0005 01 35 29.10 28-1 Item 1, 5

b. re-submittal example: 19C0005 01 35 29.10 28-1.1 Item 1, 5

All electronic submittals shall be in color and digitally searchable. All pages in the file shall be oriented so that no rotation or manipulation to view is needed.

1.5.4 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall be formatted to American National Standards Institute (ANSI D).

a. All shop drawings shall have a title block and a revision block.

b. Title block shall include project title, sheet description, sheet number, contract number and issue date.

c. Revision block shall contain revision mark, revision description, date of revision.

d. Each Sheet shall have a unique number.

e. Each sheet shall have the Contractor Firm name on it.

f. CAD requirements for Shop Drawings include the following:

1. CAD file(s) meeting requirements of paragraph "CAD File Requirements" in this SECTION.

2. An Adobe .pdf copy of the corresponding CAD file(s). The pdfs and CAD files shall be identical.

3. Shop drawing format does not need to comply with A/E/C CAD and Graphic Standards.

1.5.4.1 Shop Drawing Submittals

Shop Drawing Submittals are required as follows:

1. As shown and specified in the plans and specifications during design and Construction.

2. As specified in SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS, paragraph FINAL SHOP DRAWINGS.

1.5.5 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as required.

Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains. Mark out all product data not pertaining to the product being submitted.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide all software code, user interfaces, logic and graphic information, manuals, documentation, etc. in English, only.

e. Provide product data in English dimensions. Where product data are included in preprinted catalogs with Metric units only, submit English dimensions on separate sheet.

f. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

g. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the KO. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

h. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal. Mark the submittal to clearly indicate what choices, options, and portions of the product offering will be incorporated into the work. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

i. Submit manufacturer's instructions prior to installation.

1.5.6 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches built up to 8-1/2 by 11 inches.

(3) Sample of Materials Exceeding 8-1/2 by 11 inches: Cut down to 8-1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than…