B.08.02_Technical_Specifications_19Q0097.pdf

Mill Creek Russel Creek Diffusion Structure Wall Repair MC482671WALL

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15.00 28 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.10 28 ENVIRONMENT PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00.10 28 DEMOLITION

DI VI SI ON 03 - CONCRETE

03 30 00.01 28 CAST-IN-PLACE CONCRETE

DI VI SI ON 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

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PROJECT TABLE OF CONTENTS Page 2

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

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

MC-1-159/1 G-001 COVER SHEET AND LOCATION MAPS

MC-1-159/2 G-002 INDEX SHEET

MC-1-159/3 G-101 ACCESS ROUTE AND SITE MAP

MC-1-159/4 G-102 CONSTRUCTION LIMITS

MC-1-159/5 G-901 PHOTOS 1

MC-1-159/6 G-902 PHOTOS 2

STRUCTURAL

MC-1-159/7 S-001 GENERAL NOTES

MC-1-159/8 SD-101 DEMOLITION PLAN AND ELEVATION

VIEWS

MC-1-159/9 S-101 PLAN VIEW AND SLAB REINFORCEMENT

MC-1-159/10 S-301 SECTION VIEWS AND REINFORCEMENT

MC-1-159/11 S-302 ELEVATION VIEW, WALL

REINFORCEMENT AND ISOMETRIC

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

MC-310-1 R-001 AUXILIARY OUTLETCANAL

PLAN, PROFILE, AND DETAILS

MC-310-2 R-002 AUXILIARY OUTLET CANAL

DETAILS OF TRANSITION STURCTURES

MC-05-12/8 R-003 ADDITIONAL RELIEF WELLS AND

30" C.M.P. OUTLET AND OUTLET CANAL

PLAN, SECTIONS AND DETAILS

MC-1-19 R-004 OUTLET WORKS -LOWER VALVE HOUSE

VALVE DISCHARGE BAFFLE STRUCTURE

REINFORCEMENT DETAILS

MC-1-52 R-005 SEEPAGE RELIEF WELLS

MC-05-12/5 R-006 PLAN OFEXPLORATIONS AND

LOCATION OF RELIEF WELLS

MC-139-1 R-007 DETAILS OF GROUTING

PLAN OFRECENTEXPLORATIONS & RELIEFW

ELLS

MC-139-2 R-008 ADDITIONAL RELIEF WELLS

PLAN, SECTIONS, AND DETAILS

-- 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 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 DEFINITIONS

1.5 PROJECT SCHEDULE

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

1.7 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.8 EQUIPMENT LIST

1.9 TESTING OF EQUIPMENT

1.10 DISPOSITION OF REMOVED EQUIPMENT

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.12 PRE-WORK AND POST WORK SURVEYS

1.13 FIRE CONTROL

1.14 KEY PERSONNEL SUBSTITUTION

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work Meeting

1.15.2 Pre-Construction Meeting

1.15.2.1 Minutes

1.15.2.2 Demobilizing And Remobilizing

1.16 WEEKLY PRODUCTION MEETINGS

1.16.1 Minutes

1.17 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda Template

-- 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

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 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

Equipment List ; I C

Pre-Work Survey Photos And Report; I C

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

SD-07 Certificates

Key Personnel Substitution ; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

The Contractor shall 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, paragraph MAINTAIN WORKING AS-BUILT

CONTRACT DRAWINGS AND FIO DRAWINGS.

1.4 DEFINITIONS

a. Qualified Person.

As defined in EM 385-1-1 ; "DEFINITIONS", unless otherwise specified.

1.5 PROJECT SCHEDULE

The Contractor shall 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 to Proceed.

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

The Contractor shall submit a schedule in accordance with paragraph PROJECT SCHEDULE. The Contractor shall 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 to the Contracting Officer a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection.

Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.7 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 waste containers provided by the contractor shall be emptied daily.

1.8 EQUIPMENT LIST

The Contractor shall furnish a complete list of all equipment to be used on the project within 14 days after date of receipt of Award. 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-lease back 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.

1.9 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.

1.10 DISPOSITION OF REMOVED 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.

1.11 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 Schedule prices.

1.12 PRE-WORK AND POST WORK SURVEYS

The Contractor shall conduct a pre-work survey and a post-work survey, with the Contracting Officer Representative, of the Government facilities at the proposed work areas. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer.

1.13 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 National Fire Protection Association (NFPA) as appropriate. The minimum approved rating of extinguishers shall not be less than 5-B:C.

1.14 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, Contractor Quality Control (CQC) System Manager, or CQC staff Members) they must have the approval of the Contracting Officer.

Personnel shall possess the qualifications that meet or exceed those stated in the specifications for the individual they are replacing.

Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.15 POST AWARD MEETINGS

1.15.1 Pre-Work Meeting

Within Ten (10) calendar days after receipt of Notice of Award, 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.

1.15.2 Pre-Construction Meeting

Coordinate with the Contracting Officer 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.

1.15.2.1 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.

1.15.2.2 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.

1.16 WEEKLY PRODUCTION MEETINGS

During all onsite construction work the Project Superintendent shall lead a weekly production meeting using the attached "Weekly Meeting Agenda Template" to brief the Government on the status of the project. All elements listed in the agenda shall be thoroughly discussed. For example, the Project Superintendent shall provide the Government a three (3) week "look-ahead" that describes all the planned construction activities, onsite and offsite, over the next three (3) weeks. These activities shall align to the overall construction schedule submitted. Key members of the Contractor's staff shall attend this meeting, including the Quality Control System Manager, who is responsible for discussing QC aspects of the work as outlined under SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL and Site Safety and Health Officer (SSHO). The Government reserves the right to require any person from the Contractor's staff, such as the Project Manager, Engineer, scheduler, etc., or key subcontractor personnel to attend this meeting, if Government feels their participation is required.

1.16.1 Minutes

The Project Superintendent 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.

1.17 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.

An initial list of verified/eligible Candidates must be provided to the COR or to the contracting officer (if a COR is not assigned), no later than 14 business days after receipt of 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.

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 EXCESS MATERIAL

1.2 WORK AREA RESTRICTIONS

1.3 LEFT WALL SAFETY DURING CONSTRUCTION

1.4 WORK SCHEDULES

1.4.1 Contractor's Work Schedule

1.4.2 Government's Work Schedule

1.5 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 EXCESS MATERIAL

All excess earthen material remaining after backfill and the concrete removed from the channel for this project shall be disposed of at the specified area located on the Mill Creek Flood Control Project. The disposal site can be found on the plans.

1.2 WORK AREA RESTRICTIONS

The locked gate to the work site shall be kept locked at all times. A key will be supplied to the Contractor after once on-site work commences. The access road to the site is also used by local land owners and must not be blocked. The road along the work site may be blocked temporally. Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.

1.3 LEFT WALL SAFETY DURING CONSTRUCTION

The left wall looking downstream must be stabilized during construction.

there is a risk that it may fall over if not stabilized by the Contractor. See plans for photos of existing conditions.

1.4 WORK SCHEDULES

1.4.1 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.

1.4.2 Government's Work Schedule

a. The maintenance crews at the dam work from 7:30 a.m. to 4:00 p.m., Monday through Thursday. The contractor can work Fridays if needed, however limited staff is available if support is required. Crews and staff do not work on weekends and Federal holidays.

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

1.5 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.

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 BASE ITEM

1.2.1 CLIN 0001 Diffusion Structure Wall Repair

1.3 OPTIONAL ITEM

1.3.1 CLIN 0002 Offsite Disposal Of Concrete Rubble (Optional)

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.

d. Return of Government Issued Items.

1.2 BASE ITEM

1.2.1 CLIN 0001 Diffusion Structure Wall Repair

CLIN 0001 will be measured for payment as a complete pay item (JOB).

Payment will be made at the lump sum price for CLIN No. 0001, "Diffusion Structure Wall Repair," which price and payment shall be full compensation for all work required, complete, as specified and approved.

1.3 OPTIONAL ITEM

1.3.1 CLIN 0002 Offsite Disposal Of Concrete Rubble (Optional)

CLIN 0002 will be measured for payment as a complete pay item (JOB).

Payment will be made at the lump sum price for CLIN No. 0002, "Offsite Disposal Of Concrete Rubble," which price and payment shall be full compensation for all work required for transporting and disposing in a legal manner concrete rubble created during demolition, 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 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 File Numbers

1.5.4.2 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 Codes

SECTION 01 33 00

1.9.5 Contractor Action Code and Action Code

1.9.6 Copies Delivered to the Government

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 WITHHOLDING OF PAYMENT

1.16 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-12-1 (2015) A/E/C Graphics Standard, Release 2.0

ERDC/ITL TR-12-6 (2015) A/E/C CAD Standard - Release 6.0

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-02 Shop Drawings

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

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

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-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of 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

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

AE Architect/Engineer C Engineering & Construction Division, Construction Branch CS Cyber security, Electrical Design Lead DDC Walla Walla District Dive Coordinator, Safety Office A Engineering & Construction Division, Structural Design

"Architectural" ECC Operation's Division, Environmental Compliance Coordinator OPC Operation's Division, Pesticide Coordinator EL Engineering & Construction Division, Electrical Design GT Engineering & Construction Division, Geotechnical Design H Engineering & Construction Division, Hydraulic Design ME Engineering & Construction Division, Mechanical Design ST Engineering & Construction Division, Structural Design HDC Hydroelectric Design Center GE Engineering & Construction Division, General Engineering PMP Project Management Division, Planning SO Safety Office SLE Security Law Enforcement Officer EOC Engineering Design, Project Operations and Construction

1.2.3 Work

As used in the specifications for this project, 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-12-6 , A/E/C Graphics Standard ERDC/ITL TR-12-1 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 Safe 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. See paragraph "Shop Drawing File Numbers" below.

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 File Numbers

All Shop Drawings shall have a unique File Number placed in the Title Block. A specific File Number format is only required for Shop Drawings referenced from a Contract Drawing. In this case use one of the following formats for File Numbers, and coordinate Final Shop Drawing File Numbers with the Contracting Officer prior to submitting drawings:

a. The File Number on the Contract Drawing, appended with a unique Shop Drawing Sheet Identification number.

b. The Contract Number appended with a unique Shop Drawing Sheet Identification number, or similar.

1.5.4.2 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 a complete, bound volume. 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 A4 8-1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8-1/2 by 11 inches: Cut down to A4 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 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three (3) units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one (1) sample of that manufacturer and style, for comparison.

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

Provide design data and certificates formatted for 8-1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

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

a. Provide reports on 8-1/2 by 11 inches paper in a complete bound volume.

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

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

When the submittal includes a document which is to be used in the project or become part of the project record, other than as a submittal, do not apply Contractor's approval stamp to the document, but to a separate sheet accompanying the document.

1.6 QUANTITY OF SUBMITTALS

The quantities listed below are for all submittals except for the closeout quantities of submittals required in SECTION 01 78 00.00 28

CLOSEOUT SUBMITTALS.

1.6.1 Electronic Copies

Each submi t t al shal l be submi t t ed i n PDF f or mat , unl ess ot her wi se not ed, t hr ough RMS CM and vi a e- mai l t o t he COR and t he t r ansmi t t al mai l box for the Lower Snake River Resident Office: LSCRO.Submittals@usace.army.mil

Submittal files too large to send via e-mail shall be submitted using the Safe Access File Exchange website as directed by the Contracting Officer.

When asked to "provide an email to provide access to", enter the Lower Snake River Resident Office transmittal e-mail address.

1.6.2 Hard Copies (HC)

Most submittals shall be submitted electronically, as specified. Hard copies are only needed for submittals designated with a (HC) in the submittal title or as specifically designated by type of submittal.

submittal title example: Draft O&M Manuals and Parts Catalogs (HC)

1.6.2.1 Hard Copy Submittals

SUBMI TTALS WI TH AN HC DESI GNATED REQUI RE A HARD COPY SUBMI SSI ON I N THE

QUANTI TI ES DI SCUSSED BELOW:

Submit two (2) paper copies of all (HC) designated submittals to the address below, unless otherwise noted. Each copy shall be sent with the ENG Form 4025.

District Commander

ATTN: CENWW-EC-C

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

1.6.3 Official Receipt of Transmittals

Official receipt of a transmittal that is sent electronically begins the business day after the Government receives that transmission by e-mail or through the Safe Access File Exchange website as directed by the Contracting Officer.

Official receipt of the transmittal that also requires a hard copy submission only begins when the Government receives the hard copy and not the electronic submission.

1.6.4 Number of Samples SD-04 Samples

ALL SD- 04 SUBMI TTALS REQUI RE A HARD COPY SUBMI SSI ON I N THE QUANTI TI ES

DI SCUSSED BELOW:

a. Submit two (2) samples, or two (2) sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one (1) sample panel. Include components listed in technical section or as directed.

c. Submit one (1) sample installation.

d. Submit one (1) sample of non-solid materials, for example paint.

e. Submit to address shown in paragraph "Hard Copy Submittals" above.

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

ALL SD- 10 SUBMI TTALS REQUI RE A HARD COPY SUBMI SSI ON I N THE QUANTI TI ES

DI SCUSSED BELOW:

Submit in compliance with SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS.

Submit one (1) copy each to the following addresses with remainder sent to the District office address. See paragraph "Hard Copy Submittals":

Operations Project Manager Mill Creek Project Office Attn. Justin Stegall US Army Corps of Engineers 3211 Reservoir Road Walla Walla, Washington 99362

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the KO is not required on information only submittals. The following list applies to all for information only submittals:

a. The Contractor is not relieved from the obligation to furnish material conforming to the plans and specifications.

b. The KO reserves the right to require the Contractor to resubmit any item found not to comply with the contract, and is not prevented from requiring removal and replacement of nonconforming material incorporated in the work.

c. Does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 VARIATIONS REQUESTS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.8.1 Considering Variations

Discussion with KO prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals.

When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP). Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variation, deliver written request to the KO, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025-R for submittals which include proposed variations requested by the Contractor. Set forth in writing the reason for any variations and annotate such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.8.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.9 SUBMITTAL REGISTER

The Submittal Register will be loaded into RMS by the Government. A copy of the Submittal Register is attached to the end of this SECTION with the following fields filled in:

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g.

SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Column (f): Indicate approving authority for each submittal.

The Contractor is responsible for maintaining the submittal register in accordance with SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE(RMS CM)

1.9.1 Use Of Submittal Register

Submit submittal register with QC plan and project schedule. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number:…