A.07.24_Solicitation_Amendment_W9127N-16-R-0070-0001_SF30.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Project Title: Fall Creek Regulating Outlet Gate Rehabilitation

See Continuation Pages

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 26-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127N-16-R-0070

X 9B. DATED (SEE ITEM 11)

29-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

26-Aug-2016

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-R-0070

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 30-Aug-2016 04:00 PM to 02-Sep-2016 04:00 PM.

The Issued By organization has changed from

US ARMY CORPS OF ENGINEERS

333 SW FIRST AVE

PORTLAND OR 97204-3495

to

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

CLIN 0001

The pricing detail quantity 1.00 has been added.

CLIN 0002

CLIN 0003

CLIN 0004

CLIN 0005

CLIN 0006

CLIN 0007

CLIN 0008

CLIN 0009

CLIN 0010

CLIN 0011

CLIN 0012

CLIN 0013

CLIN 0014

CLIN 0015

The CLIN type priced has been added.

The pricing detail quantity 1.00 has been added.

The unit of issue Job has been added.

The option status has changed from No Status to Option.

SUBCLIN 0015AA

This SUBCLIN has been renumbered to CLIN 0016.

The unit of issue has changed from Each to Job.

SUBCLIN 0015AB

This SUBCLIN has been renumbered to CLIN 0023.

The CLIN type priced has been deleted.

The CLIN description has changed from Replace Hydraulic Cylinder to Reserved.

The pricing detail quantity 1.00 has been deleted.

The unit of issue Each has been deleted.

The option status has changed from Option to No Status.

SUBCLIN 0015AC

This SUBCLIN has been renumbered to CLIN 0017.

SUBCLIN 0015AD

This SUBCLIN has been renumbered to CLIN 0018.

CLIN 0016

This CLIN has been renumbered to CLIN 0019.

The CLIN type priced has been added.

The pricing detail quantity 1.00 has been added.

The unit of issue Job has been added.

The option status has changed from No Status to Option.

SUBCLIN 0016AA

This SUBCLIN has been renumbered to CLIN 0020.

SUBCLIN 0016AB

This SUBCLIN has been renumbered to CLIN 0024.

The CLIN type priced has been deleted.

The CLIN description has changed from Replace Bonnet Cover to Reserved.

The pricing detail quantity 1.00 has been deleted.

The unit of issue Each has been deleted.

The option status has changed from Option to No Status.

SUBCLIN 0016AC

This SUBCLIN has been renumbered to CLIN 0021.

SUBCLIN 0016AD

This SUBCLIN has been renumbered to CLIN 0022.

The following have been added by full text:

AMENDMENT 0001

The purpose of this amendment is to incorporate the following changes:

1. The proposal due date has changed from 30 August 2016 to 02 September 2016 at 4:00pm.

2. Section 00010 - Updated CLIN Structure to reflect the Measurement and Payment Section.

3. Section 00100 – Revised Basis for Award – 5. Evaluation Factors: Factor 1: Experience and Factor 2:

Past Performance.

4. Division 02 – Existing Conditions:

- Section 02 82 14.00 25 Paragraph 1.2 has been updated.

- Section 02 82 14.00 25 Paragraph 1.4 has been updated.

- Section 02 82 14.00 25 Paragraph 3.3, Sampling for Asbestos Containing Materials (ACM) has been deleted.

- Section 02 83 13.00 25 Paragraph 1.3.1 has been updated.

- Section 02 83 13.00 25 Paragraph 1.5.1.1 has been updated.

- Section 02 83 13.00 25 Paragraph 3.3.2.1, Paint with Lead or Material Containing Lead - Indoor Removal has been added.

5. Division 35 - Waterway and Marine Construction:

- Section 35 05 40.14 10 Paragraph 1.5.2.2 has been updated.

- Section 35 05 40.14 10 Paragraph 3.11.1 has been updated.

- Section 35 05 40.14 10 Paragraph 3.11.2.4 has been updated.

6. Attachments:

- Attachment A1, Submittal Register has been replaced in its entirety.

7. Drawings:

- Informational drawing for crane installation of the upstream bulkhead

- Informational drawing for lifting beam to be built

- Informational drawing for Dome room staircase

- Updated and clear FLD 3-49

8. All other terms and conditions remain unchanged.

The following have been modified:

BASIS FOR AWARD

BASIS FOR AWARD.

A. General.

(1) The solicitation is restricted to small businesses using Lowest Price Technically Acceptable (LPTA) source selection process for the award of a firm-fixed-price contract.

Award will be made at the lowest evaluated price of proposals meeting or exceeding the acceptable standards for non-cost factors. This acquisition will utilize FAR Part 15 LPTA source selection procedures, leading to selection of the proposal representing the best value to the Government.

(2) Offerors shall submit a technical proposal, and a price proposal. The evaluation results of the non-price and price proposals will determine an awardee. In order to be considered awardable, the offeror’s proposal must receive an “acceptable” rating in every non-price factor.

(3) The Government intends to make an award without discussions, but reserves the right to conduct discussions should discussions prove to be necessary or advantageous to the Government. Because the Government does not intend to hold discussions Offerors are encouraged to include their best pricing in their initial proposal.

(4) All proposals received will stand alone and be considered complete and final. The evaluation board will not consider any information or data incorporated by reference or otherwise referred to. The successful Offeror will be selected solely on the basis of the evaluation factors set forth below. Accordingly, proposals submitted in response to this solicitation should provide clear, complete, concise, and straightforward responses to the evaluation factors. Elaborate proposals, color brochures, and other excesses are discouraged.

5. EVALUATION FACTORS

FACTOR 1 – Experience

The purpose of this factor is to determine the offeror’s relevant experience in performing the requirements of this solicitation.

Submission Requirements:

The Offeror shall submit information for a maximum of (3) projects that best demonstrates the offeror’s experience performing work similar in size, scope, and complexity to the work described in the solicitation. Information submitted for each project must include the information outlined in Attachment B, Offeror’s Experience Form.

To be evaluated, projects must have been completed or must be substantially complete within five years of the date that proposals are due and be projects valued over $500,000.00. Substantially complete is defined as being 75% complete by the date that proposals are due. If an offeror submits a project that it represents is “substantially complete,” the offeror must reasonably explain why the project is considered at least 75% complete. If an offeror submits an ongoing project without providing an accompanying reasonable explanation that explains how the project is at least 75% complete, the Government reserves the right to reject the project.

A maximum of three (3) projects will be evaluated. If an offeror disregards these instructions and submits more than three projects, only the first three projects will be evaluated. Offerors should describe each project with enough detail to ensure that the

Government can meaningfully assess whether the projects submitted meet the minimum evaluation criteria outlined below.

Evaluation criteria:

Acceptable: To be determined “acceptable,” the offeror’s proposal must demonstrate that the offeror has experience performing the following:

Fabricating and installing Hydraulic Steel Structures* on a project at least substantially complete within five years of the date proposals are due and on a project valued over $500,000.00;

and

Installing or modifying hydraulic power units on a project at least substantially completed within five years of the date proposals are due and on a project valued over $500,000.00.

*For purposes of this RFP, Hydraulic Steel Structures are defined as miter gates, vertical lift gates, tainter gates, stoplogs, and bulkheads fabricated in accordance with AWS D1.5. For the purpose of this solicitation fabrication will be considered the manufacturing of or major modification to a Hydraulic Steel Structure in accordance with

AWS D1.5.

Unacceptable: The offeror’s proposal fails to demonstrate experience fabricating and installing Hydraulic Steel Structures that are used to control the flow of water on a project valued over $500,000.00 and substantially completed within five years of the date that proposals are due. The offeror’s proposal fails to demonstrate experience installing or modifying hydraulic power units on a project valued over $500,000.00 and substantially completed within five years of the date that proposals are due.

Table 1. TECHNICAL Acceptable/Unacceptable RATINGS

RATING DESCRIPTION

Acceptable

Proposal clearly meets the minimum requirements of the solicitation.

Unacceptable

Proposal does not clearly meet the minimum requirements of the solicitation.

FACTOR 2 - PAST PERFORMANCE

Submission Requirements:

The offeror shall provide past performance information for each project listed by the offeror under Factor 1, Experience. Recent and relevant projects are those projects completed or substantially completed** within five years of the date that proposals are due that are valued over $500,000.00 and that are similar in scope and complexity to the work within this requirement.

** Substantially completed is defined as having completed more than 75% of the project work at the time proposals are due.

If a completed Contractor Performance Assessment Reporting System (CPARS) evaluation is available, it shall be submitted with the proposal. Do not submit a PPQ when a completed CPARS is available.

Completed PPQs should be submitted with your proposal if a CPARS is not available. If the offeror is unable to obtain a completed PPQ from a client for a project(s) before proposal closing date, the offeror should complete and submit with the proposal the first page of the PPQ (Attachment A), which will provide contract and client information for the respective project(s).

Offerors should follow-up with clients/references to ensure timely submittal of questionnaires. If the client requests, questionnaires may be submitted directly to the Government's point of contact, Daniel Ellis, via email at Daniel.J.Ellis@usace.army.mil prior to proposal closing date.

The offerors shall instruct the clients to refer to the solicitation number in the subject line. The PPQs are Source Selection materials. All successfully submitted PPQs will receive an e-mail confirmation upon receipt. If the offeror does not receive the confirmation, it is their responsibility to follow up to ensure the government has received the information.

Offerors shall not incorporate by reference into their proposal PPQs or CPARS previously submitted for other RFPs. However, this does not preclude the Government from utilizing previously submitted past performance information in the past performance evaluation.

Offerors may provide explanation on problems encountered on past projects and the corrective actions taken by the offeror.

In addition to the above, the Government may review other sources of information for evaluating past performance. Other sources may include, but are not limited to, past performance information retrieved through the PPIRS, including Contractor Performance Assessment Reporting System (CPARS), using all CAGE/DUNS numbers of team members (partnership, joint venture, teaming arrangement, or parent company/subsidiary/affiliate) identified in the offeror’s proposal, inquiries of owner representative(s),FAPIIS, telephone interviews with organizations familiar with the offeror’s performance, Government personnel with personal knowledge of the offeror’s performance capability, and any other known sources not provided by the offeror.

While the Government may elect to consider data from other sources, the burden of providing detailed, current, accurate and complete past performance information rests with the Offeror.

Evaluation criteria:

The past performance evaluation results is an assessment of the offeror’s probability of meeting the minimum past performance solicitation requirements. This assessment is based on the offeror’s record of relevant and recent past performance information that pertain to the project outlined in the solicitation requirements.

There are two aspects to the past performance evaluation. The first is to evaluate whether the offeror’s present/past performance is relevant or not relevant to the project.

The second aspect of the past performance evaluation is to determine how well the contractor performed on the contracts. The Government will evaluate the offeror’s past performance to ensure previous work performance satisfactorily met the contract requirements, performance schedules, prescribed quality of work, safety requirements, and other customer expectations on these projects.

The Government reserves the right to obtain or verify offeror’s past performance information from references and other sources available to the Government.

Past performance under Factor 2 shall be evaluated using the following rating of an “acceptable” or “unacceptable” basis using the ratings stated in Table 2:

Table 2. PAST PERFORMANCE EVALUATION RATINGS

RATING DESCRIPTION

Acceptable Based on the Offeror’s performance record, the Government has a reasonable expectation that the Offeror will successfully perform the required effort, or the Offeror’s performance record is unknown. (See note below.)

Unacceptable Based on the Offeror’s performance record, the Government has no reasonable expectation that the Offeror will be able to successfully perform the required effort.

Note: In the case of an Offeror without a record of relevant past performance or for whom information on past performance is not available or so sparse that no meaningful past performance rating can be reasonably assigned, the Offeror may not be evaluated favorably or unfavorably on past performance (see FAR 15.305 (a)(2)(iv)). Therefore, the Offeror shall be determined to have unknown past performance. In the context of acceptability/unacceptability, “unknown” shall be considered “acceptable.”

Volume II - Price.

Price Evaluation: Award will be made on the basis of the lowest evaluated price (sum of all CLINs) of proposals meeting or exceeding the acceptability standards for non-cost factors.

The Price Proposal will be evaluated to determine fairness and reasonableness. For evaluation purposes, the total evaluated price will be calculated by adding the total price for all optional items to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the options.

The Government may determine that a proposal is unacceptable if the prices proposed are materially unbalanced between line items or subline items. Unbalanced pricing exists when, despite an acceptable total evaluated price, the price of one or more contract line items is significantly overstated or understated as indicated by the application of cost or price analysis techniques. A proposal may be rejected if the Contracting Officer determines that the lack of balance poses an unacceptable risk to the Government.

6. SUBMISSION OF PROPOSALS

A. Administrative Details and General Instructions: Proposals are due no later than the time and date specified in Block 13 of Standard Form 1442.

(1) General Proposal Format. Submit each copy of the proposal in tabbed, 3-ring binders with a “D” ring or locking closures.

Title Page. Each copy must include the Offeror’s name and address, phone number and email address, title of the solicitation, solicitation number and date of submittal clearly identified on the front cover of the binder.

Table of Contents. Each binder of the proposal shall contain a detailed table of contents. The complete table of contents shall be included in each binder.

Printed Matter Submissions. Pages containing text are expected to be 8 ½ x 11 inches with at least one-inch margins at the top, bottom, and both sides.

Paragraphs should be separated by at least one blank line. A standard 11-point font in either Arial or Times New Roman fonts are required.

Organization charts or schedules. A folded 11” x 17” format may be used.

Larger format drawings or tables may be added by folding them to fit within the binder.

All information must be confined to the appropriate volume. If the materials do not fit within a single volume, they should be separated in additional binders, but clearly identified as such. Each volume of the proposal is expected to contain a table of contents, summary section with a brief abstract of the volume, and the narrative discussion.

THE OFFEROR SHALL SUBMIT AN ELECTRONIC VERSION OF EACH

PROPOSAL. The electronic version shall be on a readable CD. Any discrepancies between the electronic and paper copies shall give precedence to the paper copy.

(2) Proposal Content Limitations.

The Offeror must confine the proposal to relevant information and documentation sufficient to provide an adequate basis for evaluation. Offeror’s are responsible for including sufficient details, in a concise manner, to permit a complete and accurate evaluation of the proposal. The page count is at the discretion of the offeror, however the proposal may not be more than 25 pages total.

The evaluation panel for the Government is instructed to evaluate the non-price proposal factors on the basis of the information provided. Extraneous information provided in the proposals will not be considered in the evaluations;

therefore, the offeror should only provide information that satisfies the solicitation requirements. Merely restating the specifications without sufficient elaboration demonstrates a lack of understanding of the requirement.

DO NOT cross reference past performance information. It is acceptable to repeat data, project information or experience in more than one non-price area as long as it satisfies the requirements of the factor.

Proprietary information must be clearly marked.

B. Content of Proposals: All proposals must be prepared in two (2) volumes: A technical proposal (Volume I) and a price proposal (Volume II). Each of the volumes shall be separate and complete in itself so that evaluation of one may be accomplished independently from evaluation of the other. The technical proposal must not contain reference to price. The narrative and content structure of the proposal shall follow the format shown in the table for Volume I below. Offeror’s who fail to submit a complete proposal may be excluded and thus receive no further consideration for award.

(1) Technical Proposal, Volume I: Provide one (1) original and four (4) copies and one (1) pdf. file on a CD-ROM. Volume I shall consist of information for the three (3) factors listed in tabular form, as noted below. Repeating or restating the specifications without sufficient elaboration will be determined to show a lack of understanding of the requirement.

Volume I – Technical (Non-Price) Factors:

Factor 1: Experience

Factor 2: Past Performance

(2) Price Proposal, Volume II: The Price Proposal shall be submitted on one (1) original copy and one (1) pdf. file on a CD-ROM. Contractors shall provide pricing and complete all line items on Standard Form 1442 (SF 1442). Your price proposal must be prepared in accordance with below paragraphs and must include:

Tab 1 - SF1442, Solicitation, Offer, and Award.

The SF1442 shall be filled out completely by the offeror and signed by an official that is authorized to bind the company. The offeror shall also acknowledge all amendments to the solicitation in accordance with the instructions on the Standard Form 30 or Block 19 of SF1442.

Tab 2 – Section 00010, Proposal Price / Bid Schedule.

The offeror shall fully complete this section.

Tab 3 - Representations, Certifications and other Statements of Offeror’s.

The offeror shall complete all representations and certifications in Section 00600 and also ensure current registration and completed/updated Annual Representations and Certifications on the System for Award Management (SAM) website, www.sam.gov.

Tab 4 – Banking and Bonding point of contacts.

The Government is required to determine Contractor’s responsibility; the Offeror shall provide contact information (Company name, point of contact, address, email, and phone number) for the Offeror’s bank and bonding institutions.

Tab 5 - Bid/Offer Guarantee. The Bid Bond shall be at least 20% of the bid price, but shall not exceed $3 million. Reference the clause.

C. Submission of Proposals: Proposals must arrive at the location designated in the RFP for receipt of such proposals prior to the time and date established in Block 13, SF 1442. There will not be a public proposal opening. In order for the proposal to be considered, it MUST be prepared in ENGLISH, and must be submitted as a hardcopy original (Volume I and II) and four (4) copies (Technical Volume I only) with the required electronic CD-ROM:

BY HAND OR COURIER TO:

U. S. ARMY CORPS OF ENGINEERS, NWP

Block 300 (10th Floor USACE Security Desk) 333 SW First Avenue Portland, Oregon 97204 Attention: Daniel J. Ellis – CECT-NWP-C

OR SURFACE MAIL ADDRESS:

U. S. ARMY CORPS OF ENGINEERS, NWP

P. O. Box 2946 Portland, OR 97208-2946 Attention: Daniel J. Ellis – CECT-NWP-C

NOTE: E-MAIL SUBMISSIONS WILL NOT BE CONSIDERED. If the electronic CD- ROM proposal differs from the hard copy, the hard copy will take precedence.

OFFEROR SHALL MARK THE OUTSIDE ENVELOPE(S) AS FOLLOWS:

Envelope(s) shall be plainly marked with the following information:

Solicitation No. W9127N-16-R-0070 Proposal Due Date: ____________________________________

Number of each amendment that has been received: _________

(End of Summary of Changes)

Fall Creek Regulating Outlet Rehabilitation

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.10 25 QUALITY CONTROL SYSTEM (QCS)

01 57 20.00 25 ENVIRONMENTAL PROTECTION

01 78 23.00 25 OPERATION AND MAINTENANCE DATA

01 78 39.00 25 PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

02 82 14.00 25 ASBESTOS ABATEMENT WORK

02 83 13.00 25 LEAD IN CONSTRUCTION

DIVISION 05 - METALS

05 59 13.00 25 FABRICATION OF HYDRAULIC STEEL STRUCTURES WITH FRACTURE

CRITICAL COMPONENTS

DIVISION 09 - FINISHES

09 97 02.13 26 PAINTING - HYDRAULIC STRUCTURES

09 97 13.00 40 PAINTED STEEL

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.00 25 APPARATUS INSPECTION AND TESTING

26 20 00.00 25 INTERIOR DISTRIBUTION SYSTEM

26 28 00.00 10 MOTOR CONTROL CENTERS, SWITCHBOARDS AND PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23.00 25 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY

APPLICATIONS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 51 00.00 25 INTERIOR LIGHTING

26 56 00.00 25 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00.00 25 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 05 40.14 10 HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES

35 20 16.00 25 NEW GATE SEALS AND BABBITT SEAT REPAIR

PROJECT TABLE OF CONTENTS Page 1

DIVISION 40 - PROCESS INTERCONNECTIONS

40 95 00.00 25 PROCESS CONTROL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 82 14.00 25

ASBESTOS ABATEMENT WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 Amended Water

1.3.2 Asbestos-Containing Material (ACM)

1.3.3 Authorized Person

1.3.4 Building Inspector

1.3.5 Class I Asbestos Work

1.3.6 Class II Asbestos Work

1.3.7 Class III Asbestos Work

1.3.8 Class IV Asbestos Work

1.3.9 Clean Room

1.3.10 Competent Person

1.3.11 Contractor/Supervisor

1.3.12 Critical Barrier

1.3.13 Decontamination Area

1.3.14 Demolition

1.3.15 Disposal Bag

1.3.16 Disturbance

1.3.17 Fiber

1.3.18 Friable ACM

1.3.19 Glovebag

1.3.20 High-Efficiency Particulate Air (HEPA) Filter

1.3.21 Intact

1.3.22 Model Accreditation Plan (MAP)

1.3.23 Negative Initial Exposure Assessment

1.3.24 Nonfriable ACM

1.3.25 Permissible Exposure Limits (PELs) PEL-Time Weighted Average

(TWA)

1.3.26 Permissible Exposure Limits (PELs) PEL-Excursion Limit

1.3.27 Presumed Asbestos Containing Material (PACM)

1.3.28 Regulated Area

1.3.29 Removal

1.3.30 Worker

1.4 SYSTEM DESCRIPTION

1.5 AUTHORIZED PERSONNEL

1.6 QUALITY ASSURANCE

1.7 WRITTEN QUALIFICATIONS AND ORGANIZATION REPORT

1.7.1 General

1.7.2 Specific Requirements

1.8 ASBESTOS HAZARD ABATEMENT PLAN

1.9 PREWORK CONFERENCE

1.10 RESPIRATORY PROTECTION

1.10.1 General

1.10.2 Respirator Fit Testing

1.10.3 Respirator Fit Checks

1.11 LOCAL EXHAUST SYSTEM

1.12 MEDICAL SURVEILLANCE REQUIREMENTS

SECTION 02 82 14.00 25 Page 1

1.13 PERMITS AND NOTIFICATIONS

1.14 PROJECT DOCUMENTATION

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 General

2.1.2 Sheet Plastic

2.1.3 Asbestos Disposal Bags

2.1.4 Disposal Drums

2.1.5 Encapsulants

2.1.6 Leak-tight Wrapping

2.1.7 Surfactants

2.1.8 Viewing Window(s)

PART 3 EXECUTION

3.1 GENERAL

3.2 ABATEMENT WORK DESCRIPTION

3.3 - DELETED

3.4 WORK PROCEDURES

3.4.1 Regulated Areas

3.4.2 Protection of Adjacent Work or Areas to Remain

3.4.3 Asbestos Waste

3.5 WARNING SIGNS AND LABELS

3.5.1 Warning Signs

3.5.2 Warning Labels

3.6 COMMENCEMENT OF WORK

3.7 PERSONNEL AND AREA AIR MONITORING

3.7.1 General

3.7.2 Pre-Abatement Air Sampling

3.7.3 Air Monitoring During Abatement Work

3.7.4 Post-Abatement Air Sampling

3.8 SITE INSPECTION

3.9 DISPOSAL OF ASBESTOS-CONTAINING MATERIALS

3.9.1 Friable Asbestos-Containing Materials

3.9.2 Non-Friable Asbestos Containing Materials

3.9.3 Disposal

3.10 WASTE SHIPMENT RECORD (WSR)

-- End of Section Table of Contents --

SECTION 02 82 14.00 25 Page 2

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.32 Safety and Health Regulations for Construction - Definition

29 CFR 1926.1101 Asbestos

40 CFR 61 (2006) National Emission Standards for Hazardous Air Pollutants

40 CFR 763 Asbestos

49 CFR 107 Hazardous Materials Program Procedures

49 CFR 171 (2005) General Information, Regulations, and Definitions

49 CFR 172 (2005) Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

National Institute for Occupational Safety and Health (NIOSH)

NIOSH (2003) Manual of Analytical Methods

UNDERWRITERS LABORATORIES (UL)

UL 586 (2009; Reprint Sep 2014) Standard for High-Efficiency Particulate, Air Filter Units

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Written Qualifications and Organization Report; G ECDG

Asbestos Hazard Abatement Plan; G ECDG

SD-06 Test Reports

Daily Narrative Log

Personnel and Area Air Monitoring

SD-07 Certificates

Permits and Notifications

Local Exhaust System

SECTION 02 82 14.00 25 Page 4

Medical Surveillance Requirements

Permits and Notifications

Waste Shipment Record (WSR); G ECDG

1.3 DEFINITIONS

1.3.1 Amended Water

Water containing a wetting agent or surfactant with a surface tension of at least 29 dynes per square centimeter.

1.3.2 Asbestos-Containing Material (ACM)

Any materials containing more than one percent asbestos.

1.3.3 Authorized Person

Any person authorized by the Contractor and required by work duties to be present in the regulated areas

1.3.4 Building Inspector

Individual who inspects buildings for asbestos and has EPA Model Accreditation Plan (MAP) "Building Inspector" training; accreditation required by 40 CFR 763, Subpart E, Appendix C, has EPA/State certification/license as a "Building Inspector".

1.3.5 Class I Asbestos Work

Activities defined by OSHA involving the removal of thermal system insulation (TSI) and surfacing ACM.

1.3.6 Class II Asbestos Work

Activities defined by OSHA involving the removal of ACM which is not thermal system insulation or surfacing material. This includes, but is not limited to, the removal of asbestos - containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastic. Certain "incidental" roofing materials such as mastic, flashing, and cements when they are still intact are excluded from Class II asbestos work. Removal of small amounts of these materials which would fit into a glovebag may be classified as a Class III job.

1.3.7 Class III Asbestos Work

Activities defined by OSHA that involve repair and maintenance operations, where ACM, including TSI and surfacing ACM, is likely to be disturbed.

Operations may include drilling, abrading, cutting a hole, cable pulling, crawling through tunnels or attics and spaces above the ceiling, where asbestos is actively disturbed or asbestos-containing debris is actively disturbed.

1.3.8 Class IV Asbestos Work

Maintenance and custodial construction activities during which employees contact but do not disturb ACM and activities to clean-up dust, waste and

SECTION 02 82 14.00 25 Page 5

1.3.27 Presumed Asbestos Containing Material (PACM)

Thermal system insulation and surfacing material found in buildings constructed no later than 1980.

1.3.28 Regulated Area

An OSHA term defined in 29 CFR 1926.1101 meaning an area established by the Contractor to demarcate areas where Class I, II, and III asbestos work is conducted; also any adjoining area where debris and waste from such asbestos work accumulate; and an area within which airborne concentrations of asbestos exceed, or there is a reasonable possibility they may exceed, the permissible exposure limit.

1.3.29 Removal

All operations where ACM is taken out or stripped from structures or substrates, and includes demolition operations.

1.3.30 Worker

Individual (not designated as the Competent Person or a supervisor) who performs asbestos work and has completed asbestos worker training required by 29 CFR 1926, to include EPA Model Accreditation Plan (MAP) "Worker" training; accreditation if required by the OSHA Class of work to be performed or by the state where the work is to be performed.

1.4 SYSTEM DESCRIPTION

This Section covers all operations in which asbestos-containing materials (ACM) are to be disturbed and containment, storage, transportation and disposal of the generated ACM wastes. These procedures and equipment are required to protect workers and building occupants from airborne asbestos fibers and ACM dust and debris. Known activities include but are not limited to the removal of feeder cables, cloth wrapped wiring, black electrical board, and other encountered PACM during construction (as directed by the COR). In powerhouse buildings of similar vintage, ACM has been found in, but are not limited to, electrical cabinet components, electrical panel boards, electrical wiring/cabling insulation, electrical conduits, brake pads, gaskets, cable trays, pipe lagging, flooring, wallboard, insulation, elevator doors, elevator brake linings and roofing materials. This Section also includes containment, storage, transportation and disposal of the generated ACM wastes.

1.5 AUTHORIZED PERSONNEL

During abatement work, restrict the regulated area to only authorized and trained personnel donning personal protection. These personnel may include Contractor's employees, Government-authorized representatives, State and local inspectors. Establish a list of authorized personnel prior to the initiation of abatement work.

1.6 QUALITY ASSURANCE

In addition to detailed requirements of this specification, work performed under this contract must comply with EM 385-1-1, applicable federal, state, and local laws, ordinances, criteria, rules and regulations regarding handling, storing, transporting, and disposing of asbestos waste materials.

Matters of interpretation of standards must be submitted to the appropriate

SECTION 02 82 14.00 25 Page 8

PART 3 EXECUTION

3.1 GENERAL

a. Contractor employees who will be working in the vicinity of PACM must have successfully completed a two-hour asbestos awareness class.

b. Perform asbestos abatement work by certified asbestos abatement workers, monitored under the direct supervision of and whose activities and performance by the prime Contractor. Personnel of other trades not engaged in the removal and disposal of ACM must not be in the regulated area.

3.2 ABATEMENT WORK DESCRIPTION

In order to prevent material degradation and release of asbestos fibers, do not abrade, sand, cut, or damage PACM in any way. Ensure employees working in the vicinity of PACM have successfully completed a two-hour asbestos awareness class. Remove and dispose of identified ACM in accordance with the requirements of these specifications. Where practical, remove and dispose of entire asbestos-containing systems as complete units, to eliminate the potential of releasing airborne fibers.

3.3 - DELETED

3.4 WORK PROCEDURES

3.4.1 Regulated Areas

Conduct all asbestos work within regulated areas. Demarcate the regulated area to minimize the number of persons within and to protect persons outside from exposure to airborne asbestos. Control access to regulated areas, ensure that only authorized personnel enter, and verify that Contractor required medical surveillance, training and respiratory protection program requirements are met prior to allowing entrance.

3.4.2 Protection of Adjacent Work or Areas to Remain

Perform asbestos abatement without damage to or contamination of adjacent work or area. Where such work or area is damaged or contaminated, restore to its original condition or decontaminate at no expense to the Government.

When spills occur, stop work in all effected areas immediately and clean the spill. When satisfactory visual inspection and air sampling analysis results are obtained and have been evaluated by the Contractor's Designated IH and the CO, proceed with work.

3.4.3 Asbestos Waste

Place asbestos waste in approved containers, and apply caution labels on the containers in accordance with 29 CFR 1926.1101 (k), (7) & (8) and meeting the requirements of any state or local regulations, if not already pre-printed on the containers. Thoroughly clean external surfaces of the filled containers by wet sponging prior to being transported out of the regulated areas. Submit the method for containment of non-friable waste in the asbestos plan for approval.

SECTION 02 82 14.00 25 Page 16

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 83 13.00 25

LEAD IN CONSTRUCTION

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Action Level

1.2.2 Area Sampling

1.2.3 Competent Person (CP)

1.2.4 Contaminated Room

1.2.5 Decontamination Shower Facility

1.2.6 High Efficiency Particulate Arrestor (HEPA) Filter Equipment

1.2.7 Lead

1.2.8 Lead Control Area

1.2.9 Lead Permissible Exposure Limit (PEL)

1.2.10 Material Containing Lead/Paint with Lead (MCL/PWL)

1.2.11 Personal Sampling

1.2.12 Physical Boundary

1.3 DESCRIPTION

1.3.1 Description of Work

1.3.2 Coordination with Other Work

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Qualifications

1.5.1.1 Competent Person (CP)

1.5.1.2 Training Certification

1.5.1.3 Testing Laboratory

1.5.1.4 Third Party Consultant Qualifications

1.5.2 Requirements

1.5.2.1 Competent Person (CP) Responsibilities

1.5.2.2 Lead Compliance Plan

1.5.2.3 Occupational and Environmental Assessment Data Report

1.5.2.4 Medical Examinations

1.5.2.5 Training

1.5.2.6 Respiratory Protection Program

1.5.2.7 Hazard Communication Program

1.5.2.8 Environmental, Safety and Health Compliance

1.5.3 Pre-Construction Conference

1.6 EQUIPMENT

1.6.1 Respirators

1.6.2 Special Protective Clothing

1.6.3 Rental Equipment Notification

1.6.4 Vacuum Filters

1.6.5 Equipment for Government Personnel

1.7 PROTECTION OF EXISTING WORK TO REMAIN

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

SECTION 02 83 13.00 25 Page 1

3.1 PREPARATION AND PROTECTION

3.1.1 Notification

3.1.2 Lead Control Area

3.1.3 Heating, Ventilating and Air Conditioning (HVAC) Systems

3.1.4 Decontamination Shower Facility

3.1.5 Eye Wash Station

3.1.6 Mechanical Ventilation System

3.1.7 Personnel Protection

3.2 LEAD CONTROL AREA REQUIREMENTS

3.3 APPLICATION

3.3.1 Lead Work

3.3.2 Paint with Lead or Material Containing Lead Removal

3.3.2.1 Paint with Lead or Material Containing Lead - Indoor Removal

3.3.2.2 Paint with Lead or Material Containing Lead - Outdoor

Removal

3.3.3 Personnel Exiting Procedures

3.4 FIELD QUALITY CONTROL

3.4.1 Air and Wipe Sampling

3.4.2 Sampling After Removal

3.5 CLEANING AND DISPOSAL

3.5.1 Cleanup

3.5.1.1 Clearance Certification

3.5.2 Disposal

SECTION 02 83 13.00 25 Page 2 with specified limits of detection (usually 0.01 percent). An X-Ray Fluorescence (XRF) instrument is not considered a valid test method.

1.2.11 Personal Sampling

Sampling of airborne lead concentrations within the breathing zone of an employee to determine the eight hour time weighted average concentration in accordance with 29 CFR 1926.62. Samples must be representative of the employees' work tasks. Breathing zone is considered an area within a hemisphere, forward of the shoulders, with a radius of 6 to 9 inches and centered at the nose or mouth of an employee.

1.2.12 Physical Boundary

Area physically roped or partitioned off around lead control area to limit unauthorized entry of personnel.

1.3 DESCRIPTION

1.3.1 Description of Work

Construction activities impacting PWL or material containing lead which are covered by this specification include the demolition and/or removal of material containing lead in good condition, located in painted areas. This includes bolt removal and depainting areas of conduit.

1.3.2 Coordination with Other Work

Coordinate with work being performed in adjacent areas. Describe in the Lead Compliance Plan how the Contractor will prevent lead exposure to other Contractors and/or Government personnel performing work unrelated to lead activities.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00, SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Occupational and Environmental Assessment Data Report (if objective data is used to justify excluding the initial occupational exposure assessment); G ECDG

Lead Compliance Plan; G ECDG

Competent Person Qualifications; G ECDG

Training Certification of Workers and Supervisors; G ECDG

Certification of Medical Examinations; G ECDG

SD-06 Test Reports

Sampling results; G ECDG

SECTION 02 83 13.00 25 Page 5

SD-07 Certificates

Testing laboratory Qualifications; G ECDG

Third Party Consultant Qualifications; G ECDG

Clearance Certification; G ECDG

1.5 QUALITY ASSURANCE

1.5.1 Qualifications

1.5.1.1 Competent Person (CP)

Submit name, address, and telephone number of the CP selected to perform responsibilities specified in paragraph entitled "Competent Person (CP) Responsibilities." Provide documented construction project-related experience with implementation of OSHA's Lead in Construction standard (29 CFR 1926.62) which shows ability to assess occupational and environmental exposure to lead, experience with the use of respirators, personal protective equipment and other exposure reduction methods to protect employee health. Submit proper documentation that the CP is trained and certified in accordance with Federal, State and local laws.

The competent person must be certified in the State of Oregon.

1.5.1.2 Training Certification

Submit a certificate for each worker and supervisor, signed and dated by the accredited training provider, stating that the employee has received the required lead training specified in 29 CFR 1926.62(l)and is certified to perform or supervise deleading, lead removal or demolition activities in the State of Oregon.

1.5.1.3 Testing Laboratory

Submit the name, address, and telephone number of the testing laboratory selected to perform the air and wipe analysis, testing, and reporting of airborne concentrations of lead. Use a laboratory participating in the EPA National Lead Laboratory Accreditation Program (NLLAP) by being accredited by either the American Association for Laboratory Accreditation (A2LA) or the American Industrial Hygiene Association (AIHA) and that is successfully participating in the Environmental Lead Proficiency Analytical Testing (ELPAT) program to perform sample analysis. Laboratories selected to perform blood lead analysis must be OSHA approved.

1.5.1.4 Third Party Consultant Qualifications

Submit the name, address and telephone number of the third party consultant selected to perform the wipe sampling for determining concentrations of lead in dust. Submit proper documentation that the consultant is trained and certified as an inspector technician or inspector/risk assessor by the USEPA authorized State (or local) certification and accreditation program.

1.5.2 Requirements

1.5.2.1 Competent Person (CP) Responsibilities

a. Verify training meets all Federal, State, and local requirements.

SECTION 02 83 13.00 25 Page 6

3.1.7 Personnel Protection

Personnel must wear and use protective clothing and equipment as specified herein. Eating, smoking, or drinking or application of cosmetics is not permitted in the lead control area. No one will be permitted in the lead control area unless they have been appropriately trained and provided with protective equipment.

3.2 LEAD CONTROL AREA REQUIREMENTS

Establish a lead control area by completely establishing barriers and physical boundaries around the area or structure where PWL or MCL removal operations will be performed.

3.3 APPLICATION

3.3.1 Lead Work

Perform lead work in accordance with approved Lead Compliance Plan. Use procedures and equipment required to limit occupational exposure and environmental contamination with lead when the work is performed in accordance with 29 CFR 1926.62, and as specified herein. Dispose of all PWL or MCL and associated waste in compliance with federal, State, and local requirements.

3.3.2 Paint with Lead or Material Containing Lead Removal

Manual or power sanding or grinding of lead surfaces or materials is not permitted unless tools are equipped with HEPA attachments or wet methods.

The dry sanding or grinding of surfaces that contain lead is prohibited.

Provide methodology for removing lead in the Lead Compliance Plan. Select lead removal processes to minimize contamination of work areas outside the control area with lead-contaminated dust or other lead-contaminated debris or waste and to ensure that unprotected personnel are not exposed to hazardous concentrations of lead. Describe this removal process in the Lead Compliance Plan.

3.3.2.1 Paint with Lead or Material Containing Lead - Indoor Removal

Perform removal in the lead control areas using enclosures, barriers or containments. Collect residue and debris for disposal in accordance with federal, State, and local requirements as well as 01 57 20.00 25 Environmental Protection.

3.3.2.2 Paint with Lead or Material Containing Lead - Outdoor Removal

Perform outdoor removal as indicated in Federal, State, and local regulations and in the Lead Compliance Plan. The worksite preparation (barriers or containments) must be job dependent and presented in the Lead Compliance Plan.

3.3.3 Personnel Exiting Procedures

Whenever personnel exit the lead-controlled area, follow the procedures listed below:

a. Vacuum all clothing before entering the contaminated change room.

b. Remove protective clothing in the contaminated change room, and

SECTION 02 83 13.00 25 Page 11

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 05 40.14 10

HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES

PART 1 GENERAL

1.1 SUMMARY

1.2 PRODUCTS INSTALLED BUT NOT SUPPLIED

1.3 LUMP SUM PRICES

1.3.1 Payment

1.3.2 Unit of Measure

1.4 REFERENCES

1.5 DESIGN AND PERFORMANCE REQUIREMENTS

1.5.1 Design Parameters

1.5.2 Allowable Stresses

1.5.2.1 Structural Items

1.5.2.2 Hydraulic Cylinders

1.5.3 Connections

1.5.3.1 Shop Connections and/or Weld Repair

1.5.3.2 Welded Connections

1.5.3.3 Structural Bolted Connections

1.6 SUBMITTALS

1.7 SCHEMATIC DRAWINGS AND DATA

1.7.1 Shop Drawings

1.7.2 Fabrication Drawings

1.7.3 Hydraulic Power Unit Drawings

1.7.4 Manifold Drawings

1.7.5 Piping Drawings

1.7.6 Electrical Drawings

1.7.7 Shop Assembly Drawings

1.7.8 Hydraulic Schematic

1.7.9 Product Data

1.7.10 Delivery Drawings

1.7.11 Shop Assembly and Testing Procedures and Results

1.7.12 Field Installation Procedures

1.7.13 Design and Performance Requirements

1.7.14 Cleaning and Flushing Procedures and Results

1.7.15 Erecting Engineer Qualifications

1.8 DELIVERY, STORAGE, AND HANDLING

1.8.1 Packaging

1.8.2 Shipping, Preservation, and Storage

1.9 WARRANTY

1.10 QUALITY CONTROL

PART 2 PRODUCTS

2.1 MATERIALS AND MECHANICAL EQUIPMENT

2.1.1 Project History

2.1.2 General

2.1.3 Hydraulic Oil Pumps and Motors

SECTION 35 05 40.14 10 Page 1

2.1.4 Standard Products

2.2 EXISTING HYDRAULIC POWER SYSTEM

2.3 REFURBISHED HYDRAULIC POWER SYSTEM

2.4 HYDRAULIC CYLINDER REFURBISHMENT

2.5 REGULATING OUTLET STRUCTURAL SPILL PREVENTION

2.6 NEW PARTS AND PROCEDURES

2.7 PAINTING

2.8 SPECIAL TOOLS

2.9 SPARE PARTS

PART 3 EXECUTION

3.1 EXAMINATION

3.2 INSTALLATION

3.3 POWER PIPING

3.3.1 Piping Installation

3.3.2 Piping Vents and Drains

3.3.3 Mounting Support for Manifolds

3.3.4 Identification of Piping and Valves

3.4 CLEANING AND FLUSHING

3.4.1 Flushing Piping

3.4.2 Flushing Manifolds and Hoses

3.5 FILLING AND BLEEDING THE SYSTEM

3.6 ERECTION ENGINEER

3.7 FIELD TESTS AND INSPECTIONS

3.7.1 Field Testing

3.7.2 Pipe Pressure Test

3.7.3 Final Acceptance Tests

3.7.3.1 Initial Start-Up

3.7.3.2 Combined System Tests

3.7.3.3 Test Reports

3.8 CLEAN-UP

3.9 OPERATION AND MAINTENANCE

3.10 REFURBISHED HYDRAULIC POWER SYSTEM

3.10.1 System Arrangement

3.10.2 System Operation

3.10.3 System Control

3.10.4 System Instrumentation

3.10.5 Hydraulic Power Unit HPU

3.10.6 Hydraulic Oil Pumps

3.10.7 Hydraulic Oil Reservoir

3.10.8 Pump Suction Strainers

3.10.9 Hydraulic Reservoir Breather

3.10.10 Pump Discharge High Pressure Filters

3.10.11 Return Filter

3.10.12 External "Kidney" Filter

3.10.12.1 Technical Support Requirements for Offline Filter

3.10.13 Hydraulic Oil System Pressure Sensors

3.10.14 Hydraulic Oil System Dump Valves

3.10.15 Hydraulic Oil System Accumulator

3.10.16 Pressure and Vacuum Gauges

3.10.17 Thermometer

3.10.18 Pressure Transducers

3.10.19 System Valves

3.10.20 Shut-off Valves

3.10.21 Needle Valves

3.10.22 Solenoid Operated Control Valves

3.10.23 Pilot-Operated, Solenoid-Controlled Four-Way Directional

Control Valves

SECTION 35 05 40.14 10 Page 2

3.10.24 Pressure Relief Valves (Pump Discharge)

3.10.25 Supply Spring Loaded Check Valves

3.10.26 Bleeder Valves

3.10.27 Pressure Snubbers

3.10.28 Holding Valve Assembly (Counterbalance valves)

3.10.29 Piping

3.10.30 Pipe and Tube Hangers and Supports

3.10.31 Pipe Takedown Joints

3.10.32 Flexible Hose Assemblies

3.10.33 Bolts, Nuts and Washers

3.10.34 Hydraulic Oil

3.10.35 Hydraulic Oil System Piping Hydrostatic Testing

3.10.36 Hydraulic Oil Cleaning…