TechSpec_LLA_Clarkston_NRM_Shed_18B0001.pdf

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Open Bay Equipment Shed Clarkston Natural Resource Management
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W912EF18B0001
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Technical Specifications W912EF18B0001 Open Bay Shed Clarkston

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Clarkston NRM Office Open Bay Shed W912EF18B0001

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15.00 28 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 28 CONTRACTOR QUALITY CONTROL (SHORT FORM)

01 51 00.00 28 TEMPORARY UTILITIES

01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 30 50.00 28 MINOR CONCRETE

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 18.00 28 POLE STRUCTURES

DIVISION 31 - EARTHWORK

31 00 00.00 28 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 01.00 28 FENCES AND GATES

DIVISION 33 - UTILITIES

33 40 00.00 28 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

This page intentionally left blank

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

06/02/2017

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28

SECTION 00 01 15.00 28

LIST OF DRAWINGS

06/02/2017

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

GDG-1-0-1/676 G-001 COVER SHEET AND LOCATION MAPS

GDG-1-0-1/677 G-002 INDEX TO DRAWINGS

GDG-1-0-1/678 G-101 GENERAL SITE PLAN - STAGING AND

MATERIAL STORAGE - PHOTO KEY

GDG-1-12-0/1 V-101 TOPOGRAPHIC SURVEY

GDG-1-12-0/2 V-301 EXISTING GRADE - TYPICAL CROSS

SECTION

GDB-1-0-0/18 C-101 SITE PLAN

GDB-1-0-0/21 C-201 SITE ELEVATION

GDB-1-0-0/22 C-501 DOWNSPOUT AND DRYWELL - DETAILS

GDB-1-0-0/23 C-502 SECURITY FENCE DETAILS

GDB-1-0-0/24 C-901 SITE PHOTOS

GDB-1-2-0/7 A-101 FLOOR PLAN AND ROOF PLAN

GDB-1-2-0/8 A-201 ELEVATIONS AND SECTION

GDB-1-2-0/9 A-501 DETAILS

Microstation V8 is the only CAD system used by Walla Walla District.

Contract drawings created on CAD in Microstation V8 will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CAD. The Contractor assumes all risks associated in using electronic CAD drawings. 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. If contract modifications are issued, the associated electronic CAD drawings will not be available to the Contractor. Electronic copies of CAD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD

ROM.

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

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

FIO drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION REVISION

NUMBER

DATE

GDG-1-9-1/533 FIO-001 LEWISTON LEVEES - OPERATION AND

MAINTENANCE FACILITIES - LOGS OF

EXPLORATIONS

GDL-1-0-5/24 FIO-002 LEWISTON LEVEES O&M FACILITIES -

EXTERIOR LIGHTING AND POWER

GDL-1-0-5/2.1 FIO-003 LEWISTON LEVEES O&M FACILITIES -

SECTIONS

GDL-1-0-5/1 FIO-004 LEWISTON LEVEES O&M FACILITIES -

SITE GRADING PLAN

-- End of Document --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

04/04/16

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

04/04/16

PART 1 GENERAL

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

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

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

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

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

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

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

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

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

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

05/10/2017

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 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.7 GOVERNMENT ISSUED ITEMS

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 PROJECT SUPERINTENDENT

1.15 KEY PERSONNEL SUBSTITUTION

1.16 POST AWARD MEETINGS

1.16.1 Pre-Work/Pre-Construction

1.16.2 Pre-Construction

1.16.2.1 Minutes

1.17 WEEKLY PRODUCTION MEETINGS

1.17.1 Minutes

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

05/10/2017

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-Work Survey Photos And Report; I C

Project Superintendent; I C

SD-07 Certificates

Key Personnel Substitution; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

Government Issued Items; 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, 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

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 to Proceed.

b. Provide two (2) sets of data CD's containing the Project Schedule in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.). Label each CD indicating the full contract number, data date and file name. Each schedule shall have a unique file name as determined by the Contractor. In addition to CD submittals, e-mail a copy of the current schedule to the Contracting Officer's Representative (COR).

1.6 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.

1.7 GOVERNMENT ISSUED ITEMS

Return to the Government all items issued to the Contractor from the Government, including but not limited to the following: keys, ID and security badges, radios, pagers. Submit documentation signed by the Contractor and Contracting Officer indicating items have been returned or fully accounted for. Format of submittal will be discussed and agreed upon at the Pre-Work Meeting.

1.8 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.

1.9 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

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

1.12 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Contracting Officer Representative, of the Government facilities at the 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 within five (5) days after survey has been completed.

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

1.14 PROJECT SUPERINTENDENT

At all times during performance of this contract and until the work is completed and accepted, assign and have on the worksite, 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.

1.15 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 Contracting Officer. 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.

1.16 POST AWARD MEETINGS

1.16.1 Pre-Work/Pre-Construction

A combined Pre-Work/Pre-Construction Meeting will be held within 15 calendar days after receipt of Notice to Proceed. Attend the Pre-Work/ Pre-Construction Meeting. Senior level members of the Contractor's staff and the Contractor's Project Superintendent and QC system manager shall attend this meeting. The Government will lead the first portion of the meeting and take the meeting minutes. The Government will discuss the overall contract requirements.

1.16.2 Pre-Construction

For the Pre-Construction part of the meeting, the Project Superintendent shall lead the meeting and discuss the Contractor's plan on executing the work at the Project site, schedule, required clearances and timeframe for clearances, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss Environmental and clearance issues for the Project.

1.16.2.1 Minutes

The Project Superintendent shall be responsible for taking the meeting minutes for this portion of the meeting and shall send them electronically within 48 hours after the meeting to the Government's Contracting Officer, Project Engineer, Quality Assurance Representative, and Resident Engineer.

1.17 WEEKLY PRODUCTION MEETINGS

1.17.1 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.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

03/02/2017

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

1.4 PROJECT SECURITY

1.4.1 Vehicle Access

1.4.2 Identification of Employees

1.4.3 Delivery of Equipment

1.5 FACILITY OCCUPANCY CLOSURE

1.6 WORK SCHEDULES

1.6.1 Contractor's Work Schedule

1.6.2 Government's Work Schedule

1.7 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

03/02/2017

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

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

SD-01 Preconstruction Submittals

Project Security During Construction; G C

1.3 MAINTAINING PROJECT SECURITY DURING CONSTRUCTION

During all demolition and construction activities, a continuous, secure perimeter must be maintained around the Government facilities. This Contract requires removal and installation of new security fencing. Submit a plan outlining temporary measures and features to ensure a secure perimeter. Submit plans to the Contracting Officer for approval a minimum of two (2) weeks prior to starting construction work that could affect Project security.

Security fencing to be removed shall remain in place until such time as the new fence has been installed in order to maintain a continuous perimeter. Ensure that all new security features (such as fencing) are installed the same day, or prior to, removal of existing features.

1.4 PROJECT SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel.

1.4.1 Vehicle Access

No privately owned vehicles (POV's) will be allowed through locked gates.

Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.4.2 Identification of Employees

Contractor shall be responsible for furnishing an identification badge/card to each employee prior to the employee's work on the Project site, and for requiring each employee engaged on the work to display identification at all times. Badges shall include photo identification, company name, and the individual's name and company identification number as a minimum. Badges shall be laminated plastic type. All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon the release of the employee or project completion.

If required by the Contracting Officer, employees will be photographed by the Government. Employees who fail to submit to photographing 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.

1.4.3 Delivery of Equipment

Contractor is responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities.

1.5 FACILITY OCCUPANCY CLOSURE

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

1.6 WORK SCHEDULES

1.6.1 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.

1.6.2 Government's Work Schedule

The maintenance crews at the Clarkston NRM Office 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.

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.

1.7 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 Clarkston NRM Office 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)

02/15/2017

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.2.1 Biographical Information Submittal

1.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.4 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

1.5 EMPLOYEE ESCORT

1.6 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)

02/15/2017

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 requires access to secured area. Secured area is considered everything inside the security fence at the NRM Office maintenance yard.

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

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

1.2.1 Biographical Information Submittal

The following submittal shall only be submitted to the address below.

Submit one hard copy.

Biographical Information; See paragraph "ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES" for details

District Commander

ATTN: CENWW-EC-C

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

1.3 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.

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.

1.4 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).

1.5 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.

1.6 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 30 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 --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

06/15

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 BASE ITEMS

1.2.1 Item 0001 Site Work

1.2.2 Item 0002 Construct Equipment Storage Shed Bays 1-11

1.3 OPTIONAL ITEMS

1.3.1 Item 0003 Construct Equipment Storage Shed Additional Bay

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

06/15

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 not 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 Approved Versions of Contractor Prepared Drawings.

b. As-built contract drawings and FIO drawings.

c. Return of Government Issued Items.

1.2 BASE ITEMS

1.2.1 Item 0001 Site Work

Site Work will be measured for payment as a complete pay item (JOB).

Payment will be made at the lump sum price for Item No. 0001, "Site Work," which price and payment shall be full compensation for all work required for site development, complete, as specified and approved. Features included with this item will include, but not be limited to:

a. Demolition of existing security fencing

b. Site grading and placement of fill material

c. Construction of stormwater drainage features (excluding gutters and downspouts)

d. Construction of security fencing

1.2.2 Item 0002 Construct Equipment Storage Shed Bays 1-11

"Construct Equipment Storage Shed Bays 1-11" will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0002, "Construct Equipment Storage Shed Bays 1-11", which price and payment shall be full compensation for all work required for construction of the the shed, complete, as specified and approved.

Features included with this item will include, but not be limited to:

a. Concrete footings

b. Equipment storage shed bays 1 through 11, including south endwall

1.3 OPTIONAL ITEMS

1.3.1 Item 0003 Construct Equipment Storage Shed Additional Bay

"Construct Equipment Storage Shed Additional Bay" will be measured for payment as a complete pay item (EACH). Payment will be made at the lump sum price for Item No. 0003, "Construct Equipment Storage Shed Additional Bay", which price and payment shall be full compensation for all work required for construction of an additional bay of the the shed, complete, as specified and approved. Features included with this item will include, but not be limited to:

a. Additional concrete footings

b. Additional Storage Shed Bay

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/25/2017

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.2.1 Action Elements for Submittal Review

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Identifying Submittals

1.4.3 Format For Electronic Submittals

1.4.4 Format for SD-02 Shop Drawings

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

Instructions

1.4.6 Format of SD-04 Samples

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

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

Reports

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

Submittals

1.5 QUANTITY OF SUBMITTALS

1.5.1 Electronic Copies

1.5.2 Hard Copies (HC)

1.5.3 Official Receipt of Transmittals

1.5.4 Number of Hard Copies of SD-02 Shop Drawings

1.5.5 Number of Hard Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.5.6 Number of Hard Copy Samples SD-04 Samples

1.5.7 Number of Hard Copies SD-05 Design Data and SD-07 Certificates

1.5.8 Number of Hard Copies SD-06 Test Reports and SD-09

Manufacturer's Field Reports

1.5.9 Number of Hard Copies of SD-10 Operation and Maintenance Data

1.5.10 Number of Hard Copies of SD-01 Preconstruction Submittals and

SD-11 Closeout Submittals

1.6 INFORMATION ONLY SUBMITTALS

1.7 VARIATIONS REQUESTS

1.7.1 Considering Variations

1.7.2 Proposing Variations

1.7.3 Warranting That Variations Are Compatible

1.7.4 Review Schedule Is Modified

1.8 SUBMITTAL REGISTER

1.8.1 Use Of Submittal Register

SECTION 01 33 00

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Contractor Action Code and Action Code

1.8.5 Copies Delivered to the Government

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED OR REJECTED SUBMITTALS

1.12 APPROVED/ACCEPTED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

1.15 STAMPS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

ENG Form 4025-R submittal register

-- End of Section Table of Contents --

SUBMITTAL PROCEDURES

05/25/2017

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

Proposed variations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

1.1 DEFINITIONS

1.1.1 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 prior to commencing work on site.

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

Construction Progress Schedule

SD-02 Shop Drawings

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

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-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

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-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-11 Closeout Submittals

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

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

1.1.2 Approving Authority

Office or designated person to review submittal.

1.1.2.1 Action Elements for Submittal Review

AE Architect/Engineer C Engineering & Construction Division, Construction Branch A Engineering & Construction Division, Structural Design, "Architectural" ECC Operation's Division, Environmental Compliance Coordinator GT Engineering & Construction Division, Geotechnical Design ST Engineering & Construction Division, Structural Design SO Safety Office SLE Security Law Enforcement Officer EOC Engineering Design, Project Operations and Construction

1.1.3 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.

1.2 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. Submit the following in accordance with this SECTION:

SD-01 Preconstruction Submittals

Submittal Register; G C

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

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 Contracting Officer. Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. 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

Submittals not requiring Government approval will be for information only.

1.4 PREPARATION

1.4.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025-R) 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.

1.4.2 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-R) 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 (1) assemblies consisting of more than one (1) piece of equipment, or (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.

1.4.3 Format For Electronic Submittals

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

a. example: 18-C-0005_Trans 01 35 29.10 28-1 Item 1, 5

b. re-submittal example: 18-C-0005_Trans 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.

1.4.4 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall be 22 inches by 34 inches American National Standards Institute (ANSI D). All paper copies of shop drawings submitted to the Government shall be reduced in size to 11 by 17 inch.

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.

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

e. 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.

f. 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 Contracting Officer. 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.

1.4.6 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:

Color Selection Samples: Submit preprinted manufacturer brochures for color selection. Photocopies or digital scans will not be accepted.

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

Provide design data and certificates on 8-1/2 by 11 inches paper.

Provide a bound volume for submittals containing numerous pages.

1.4.8 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.

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

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

1.5 QUANTITY OF SUBMITTALS

1.5.1 Electronic Copies

Each submittal shall be sent in PDF format via e-mail to the transmittal mailbox for the Upper Snake River Resident Office:

UpperSnakeConResidentOffc@usace.army.mil.

Submittal files too large to send via e-mail shall be submitted using the AMRDEC Safe Access File Exchange (SAFE) website at:

https://safe.amrdec.army.mil/SAFE/

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

1.5.2 Hard Copies (HC)

Not all submittals are required to be submitted in hard copy. 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: As-Built Contract Drawings and FIO Drawings (HC)

1.5.3 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 AMRDEC.

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.

1.5.4 Number of Hard Copies of SD-02 Shop Drawings

ALL SD-02 SUBMITTALS REQUIRE A HARD COPY (HC) SUBMISSION IN THE

QUANTITIES DISCUSSED BELOW:

a. Submit two (2) paper copies of all (HC) designated submittals to the address below. Each copy shall be sent with the ENG Form 4025-R.

District Commander

ATTN: CENWW-EC-C

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

1.5.5 Number of Hard Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

When (HC) designated is for SD-03 and SD-08 submittals, submit in compliance with quantity requirements specified for shop drawings.

1.5.6 Number of Hard Copy Samples SD-04 Samples

ALL SD-04 SUBMITTALS REQUIRE A HARD COPY (HC) SUBMISSION IN THE

QUANTITIES DISCUSSED 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.

1.5.7 Number of Hard Copies SD-05 Design Data and SD-07 Certificates

When (HC) is designated for SD-05 and SD-07 submittals, submit in compliance with quantity requirements specified for shop drawings.

1.5.8 Number of Hard Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

When (HC) is designated for SD-06 and SD-09 submittals, submit in compliance with quantity requirements specified for shop drawings.

1.5.9 Number of Hard Copies of SD-10 Operation and Maintenance Data

ALL SD-10 SUBMITTALS REQUIRE A HARD COPY SUBMISSION IN THE QUANTITIES

DISCUSSED 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 "Number of Copies of SD-02 Shop Drawings" :

Operations Project Manager Lower Granite Project Office 885 Almota Ferry Road Pomeroy, WA 99347-9758

1.5.10 Number of Hard Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

When (HC) is designated for SD-01 and SD-11 submittals, submit in compliance with quantity requirements specified for shop drawings.

1.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer 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 Contracting Officer 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.

1.7 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.

1.7.1 Considering Variations

Discussion with Contracting Officer 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).

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