Techspecs.pdf

LMA Transformer Drain OWS W912EF-17-B-0010

PROJECT TABLE OF CONTENTS

DIVISION 01 - 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 32 16.00 28 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 02.00 28 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 28 CONTRACTOR QUALITY CONTROL

01 57 20.00 28 ENVIRONMENTAL PROTECTION

DIVISION 03 - CONCRETE

03 30 90.00 28 MINISCULE CONCRETE

03 60 00.01 28 CONCRETE CORE DRILLING, REPAIR OF CONCRETE SURFACES

DIVISION 05 - METALS

05 50 01.00 28 METALWORK FABRICATION

DIVISION 22 - PLUMBING

22 05 29.00 28 PLUMBING PIPING AND EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00.00 28 GENERAL ELECTRICAL WORK

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

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 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.7 EQUIPMENT LIST

1.8 TESTING OF EQUIPMENT

1.9 DISPOSITION OF REMOVED EQUIPMENT

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.11 PRE-WORK AND POST WORK SURVEYS

1.12 CARE OF DRAINS

1.13 AIR PURITY CONTROL IN THE POWERHOUSE

1.14 FIRE CONTROL

1.15 PROJECT SUPERINTENDENT

1.16 KEY PERSONNEL SUBSTITUTION

1.17 POST AWARD MEETINGS

1.17.1 Pre-Work/Pre-Construction

1.17.2 Pre-Construction

1.17.2.1 Minutes

1.18 WEEKLY PRODUCTION MEETINGS

1.18.1 Minutes

1.19 ADDITIONAL MEETINGS

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 Page 1

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 (2014) 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

Air Purity Control Program; 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

SECTION 01 11 01.00 28 Page 2

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 on the working as-built markups of the contract drawings.

1.4 DEFINITIONS

a. Qualified Person.

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

b. F.O.B.

An abbreviation for free on board, which means that a vendor or consignor will deliver goods on a railroad car, truck, vessel, or other conveyance without any expense to the purchaser or consignee.

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 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 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.

SECTION 01 11 01.00 28 Page 3

1.8 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .

Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.9 DISPOSITION OF REMOVED EQUIPMENT

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

1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES

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

1.11 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project cloesout, 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.

1.12 CARE OF DRAINS

Existing Powerhouse floor drains shall not be used for disposal of any solid material or any liquids other than clear water. Demonstrate that the pipes and drains are unobstructed when so directed.

1.13 AIR PURITY CONTROL IN THE POWERHOUSE

Take all necessary precautions to maximize the control, and prevention, of all dust and fumes created by operations under this contract from escaping into the powerhouse. To the maximum extent possible, all dust and dirt shall be removed by vacuum cleaning. At least 10 working days prior to commencement of work in the powerhouse, submit for approval, in writing, a proposed Air Purity Control Program. Air Purity Control Program shall include, but not necessarily be limited to, the following:

(1) Adequate isolation and ventilation of air arcing, welding, burning, and grinding operations.

(2) Provision of exhaust ducts that shall discharge outside the powerhouse structure where mechanical ventilation is used.

(3) Controlled operation of power driven tools.

(4) Furnishing and removing of oiled sawdust or other dust preventatives in areas that cannot be properly rendered free from

SECTION 01 11 01.00 28 Page 4 excessive dusting by vacuum cleaning or other methods.

(5) Vacuum cleaning of spaces within the work areas where dust accumulates.

(6) Air-, electrical-, or battery-driven equipment may be used inside the powerhouse.

(7) Internal-combustion engine powered equipment will not be permitted to operate inside the powerhouse unless exhausted to the exterior except for short periods of time (not to exceed 15 minutes in a 2 hour window) to unload materials and equipment.

Depending upon the Contractor's plant, equipment, and methods of operation, additional provisions for satisfactory air purity control will be required and shall be included in the proposed Air Purity Control Program.

1.14 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.

1.15 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.

1.16 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.

1.17 POST AWARD MEETINGS

1.17.1 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.

1.17.2 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

SECTION 01 11 01.00 28 Page 5 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.

1.17.2.1 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.

1.18 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 under SECTION 01 32 16.00 28 PROJECT SCHEDULE, and if the three (3) week "look-ahead" differs from the construction schedule, the construction schedule shall be updated to include these changes by the next scheduled update. 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 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.

1.18.1 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.

1.19 ADDITIONAL MEETINGS

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the Contracting Officer for concurrence.

E-mail subject line shall include project name and meeting topic.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 11 01.00 28 Page 6

Weekly Meeting agenda template

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

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

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

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

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

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

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

The date and time the Clearance shall be required.

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

Coordination issues

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

Required for new work Status of Gov’t approval

Safety issues

QC -

Preparatory meetings Held over last week- status of meeting minutes

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SECURITY

1.3.1 Vehicle Access

1.3.2 Identification of Employees

1.3.3 Delivery of Equipment

1.4 FACILITY OCCUPANCY CLOSURE

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

1.5.2 Government's Work Schedule

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

SECTION 01 14 00.10 28 Page 1

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) 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

SD-07 Certificates

1.3 PROJECT SECURITY

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

1.3.1 Vehicle Access

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

SECTION 01 14 00.10 28 Page 2

1.3.2 Identification of Employees

XX CHECK WITH EACH DAM.. ...SOME ARE PROVIDING GOVT-FURNISHED BADGES XX

Note remove this paragraph from Dworshak jobs

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

Ensure each employee's full name with middle initial is included with the initial identification. All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of the employee or project completion. If required by the Contracting Officer, 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.

1.3.3 Delivery of Equipment

Responsible for delivery and receipt of all materials and equipment.

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

1.4 FACILITY OCCUPANCY CLOSURE

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

1.5 WORK SCHEDULES

1.5.1 Contractor's Work Schedule

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

SECTION 01 14 00.10 28 Page 3 schedule change due to emergency conditions.

1.5.2 Government's Work Schedule

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

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.

PART 2 PRODUCTS (Not Used)

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

SECTION 01 14 00.10 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.2.1 Biographical Information Submittal

1.3 AT LEVEL 1 TRAINING

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.5 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

1.6 EMPLOYEE ESCORT

1.7 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 14 00.90 28 Page 1

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS. This contract does not require access to or handling of classified material.

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

1.1 REFERENCES

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

U.S. ARMY (DA)

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

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

Website for Department of the Army Regulations:

http://armypubs.army.mil/

Federal Acquisition Regulation (FAR)

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Anti Terrorism (AT) Level 1; I, SLE

SECTION 01 14 00.90 28 Page 2

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 AT LEVEL 1 TRAINING

All contractor employees, including all associated sub-contractor employees, requiring access to government facilities and controlled access areas shall complete Anti Terrorism (AT) Level 1 awareness training within 30 days after /Notice to Proceed, and annually thereafter until project completion. Submit certificates of completion for each employee to the contracting officer representative (COR) or to the contracting officer (if a COR is not assigned), within 5 calendar days after initial completion of training or annual refresher.

The contractor shall retain employee training certificates for the duration of the contract and maintain a current roster. The roster shall contain the names of employees who have completed the training along with their most recent training completion date. The contractor shall update the roster and resubmit to the contracting officer no later than 5 calendar days after completion of refresher training or a new employee completes certification.

AT Level I awareness training can be completed in approximately two (2) hours and is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

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

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

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

SECTION 01 14 00.90 28 Page 3

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

1.5 DOD FACILITY REQUIREMENTS (COMMON ACCESS CARD NOT REQUIRED)

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

1.6 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.

1.7 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)

SECTION 01 14 00.90 28 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 ITEM 0001 LUMP SUM BID ITEMS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 1

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 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" and SECTION 01 78 23.00 28 "OPERATION AND MAINTENANCE DATA" for additional information.

a. Final Operation and Maintenance Manuals and Parts Catalogs.

b. Final Approved Versions of Contractor Prepared Drawings.

c. As-built contract drawings and FIO drawings.

d. Return of Government Issued Items.

1.2 ITEM 0001 LUMP SUM BID ITEMS

Transformer Containment Drains Oil/Water Separator will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0001, "Transformer Containment Drains Oil/Water Separator," which price and payment shall be full compensation for all work required for construction of the Transformer Containment Drains Oil/Water Separator, complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 28 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.3.2 Schedule Submittals and Procedures

1.4 SCHEDULE MONTHLY UPDATES

1.5 CONTRACT MODIFICATION

1.6 3-WEEK LOOK AHEAD SCHEDULE

1.7 CORRESPONDENCE AND TEST REPORTS:

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 32 16.00 28 Page 1

SECTION 01 32 16.00 28

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

PART 1 GENERAL

1.1 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

Construction Schedule; G, C

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 28 Page 2

1.3.2 Schedule Submittals and Procedures

Submit Bar Chart Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the

SECTION 01 32 16.00 28 Page 3 proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

e. Unless the Contracting Officer requests otherwise, only add conformed contract modifications into the Project NAS.

1.6 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.7 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material

SECTION 01 32 16.00 28 Page 4 delivery tickets, photographs) must reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 32 16.00 28 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

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

1.3.2 Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Identifying Submittals

1.4.3 Format for SD-02 Shop Drawings

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

Instructions

1.4.5 Format of SD-04 Samples

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

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

Reports

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

Submittals

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of Copies of SD-02 Shop Drawings

1.5.1.1 Electronic Copies of Submittals

1.5.2 Number of Copies of SD-03 Product Data and SD-08

Manufacturer's Instructions

1.5.3 Number of Samples SD-04 Samples

1.5.4 Number of Copies SD-05 Design Data and SD-07 Certificates

1.5.5 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

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

1.5.7 Number of 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

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

SECTION 01 33 00 Page 1

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

Border Drawing No. WWD-40-33-01 submittal register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

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

SECTION 01 33 00 Page 3

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

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

SD-06 Test Reports

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

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

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

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

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

SECTION 01 33 00 Page 4

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 DDC Walla Walla District Dive Coordinator, Safety Office EA 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 PEC Project Management Division, Environmental Compliance 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

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

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."

SECTION 01 33 00 Page 5

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.

1.4 PREPARATION

1.4.1 Transmittal Form

The attached sample transmittal form (ENG Form 4025-R) is in QCS and shall be completed in QCS. Use 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.

SECTION 01 33 00 Page 6

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 SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall conform dimensionally to the Border Drawing No. WWD-40-33-01 attached to the end of this SECTION. A copy of the border drawing in MicroStation format will be provided for use in preparing the electronic drawings. The file name of the border drawing is WWShopDrawingG-BSOBLK.DGN. All paper copies of shop drawings submitted to the Government shall be reduced in size to 11 by 17 inch.

1.4.4 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…