W912EF-15-R-0048_Amendment_0004.pdf

W68SBV51203542

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

The purpose for this amendment is to extend the due date for proposals from 01 October to 08 October 2015. Revisions to the specifications and drawings have been made. All changes are highlighted in yellow and the revised specifications are included in this amendment.

SECTION 01 14 00.10 28 PROJECT SITE RESTRICTIONS

Revised Paragraph 1.6 ACCESS TO NAVIGATION LOCK DECK AREA

SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL

Revised Paragraph 3.4.3 CQC Personnel

SECTION 35 01 43.00 28 VERTICAL LIFT GATE SYSTEMS

Revised Paragraph 3.15.1 Wire Rope Lubrication

1. CONTRACT ID CODE PAGE OF PAGES

J 1 06

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

16C. DATE SIGNED

BY 22-Sep-2015

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 W912EF-15-R-0048

X 9B. DATED (SEE ITEM 11)

28-Aug-2015

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

22-Sep-2015

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

KENT R. BERNARD 201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF-15-R-0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Drawing Number

Sheet Number

Title

Revision Number

Date

LOWER MONUMENTAL LOCK AND DAM

Navigation Lock Downstream Gate Hoist Machinery Upgrades

GENERAL

LMG‐1‐0‐1/308 G‐001 COVER SHEET AND LOCATION MAPS

LMG‐1‐0‐1/309 G‐002 INDEX TO DRAWINGS

LMG‐1‐0‐1/310 G‐003 FOR INFORMATION ONLY' DRAWINGS

LMG‐1‐0‐1/311 G‐003 FOR INFORMATION ONLY' DRAWINGS

LMG‐1‐0‐1/314 G‐101 WORK LOCATION ‐ KEY PLAN

LMG‐1‐0‐1/315 G‐102 LAY‐DOWN LOCATION ‐ PLAN

STRUCTURAL

LMN‐1‐5‐6/1 SB102

TOWER MACHINERY ROOM ‐ MACHINERY

SUPPORT STRUCTURES ‐ EL. 599.5 PLAN

A 9/21/15

LMN‐1‐5‐6/2 SB201

TOWER MACHINERY ROOM ‐ MACHINERY

SUPPORT STRUCTURES ‐ LOCKSIDE & UPSTREAM

ELEVATIONS

LMN‐1‐5‐6/3 SB202

TOWER MACHINERY ROOM ‐ PINION GEAR

SUPPORT STRUCTURE ‐ DOWNSTREAM

ELEVATION

LMN‐1‐5‐6/4 SB401

SUPPORT STRUCTURE ‐ DETAILED VIEWS

LMN‐1‐5‐6/5 SB402

TOWER MACHINERY ROOM ‐ GEARBOX &

MOTOR PEDESTALS ‐ DETAILED VIEWS

LMN‐1‐5‐6/6 SB501

SUPPORT STRUCTURE ‐ DETAILS

LMN‐1‐5‐6/7 SC401 TOWER ROOF ‐ GUARDRAIL ‐ PLAN AND DETAILS

LMN‐1‐5‐6/8 SC402

TOWER MACHINERY ROOM ‐ NEW PLATFORM,

LADDER AND CAGE ‐ PLAN AND SECTIONS

LMN‐1‐5‐6/9 SC502

TOWER MACHINERY ROOM ‐ PLATFORM AND

LADDER ‐ SECTIONS AND DETAILS I

LMN‐1‐5‐6/10 SC503

LADDER ‐ SECTIONS AND DETAILS II

LMN‐1‐5‐6/11 SC504

LADDER ‐ SECTIONS AND DETAILS III

LMN‐1‐5‐6/12 SC505 TOWER ROOF ‐ GUARDRAIL ‐ DETAILS

LMN‐1‐5‐6/13 SD101

TOWER MACHINERY ROOM ‐ MACHINERY

SUPPORTS DEMOLITION ‐ EL. 599.5 PLAN

LMN‐1‐5‐6/14 SJ202

TOWER MACHINERY ROOM ‐ OVERHEAD ‐

MAINTENANCE CRANE CORBEL MODS ‐

ELEVATION, SECTIONS & DETAILS

LMN‐1‐5‐6/15 SK401

TOWER MACHINERY ROOM ‐ GATE HOIST

SHEAVE IMPROVEMENTS ‐ NEW PLATES ‐

ELEVATION & DETAILS

A 9/21/15

LMN‐1‐5‐6/16 SK402

TOWER MACHINERY ROOM ‐ GATE HOIST

SHEAVE IMPROVEMENTS ‐ EXISTING WELD

MODIFICATIONS

ARCHITECTURAL

LMN‐1‐3‐6/30 A‐401 ROOFING REPAIRS ‐ PLAN AND DETAILS

MECHANICAL

LMN‐1‐3‐6/31 M‐101

NEW MOTOR, GEAR, DIRVE ‐ MACHINERY

ARRANGEMENT ‐ EL. 599.5 PLAN

LMN‐1‐3‐6/32 M‐301

NEW MOTOR, GEAR, DRIVE ‐ MACHINERY

ARRANGEMENT ‐ ELEVATIONS

LMN‐1‐3‐6/33 M‐401 GATE HOIST MACHINERY ‐ ASSEMBLY DETAILS

LMN‐1‐3‐6/34 M‐402 OVERHEAD MAINTENANCE CRANE ‐ ELEVATIONS

LMN‐1‐3‐6/35 M‐403

OVERHEAD MAINTENANCE CRANE ‐ HOIST

ACCESS AREA ‐ PLAN

LMN‐1‐3‐6/36 M‐501 INDICATING MECHANISM ‐ DETAILS

LMN‐1‐3‐6/37 M‐502 PINION SHAFT ‐ DETAILS

LMN‐1‐3‐6/38 M‐503 PINION GEAR ‐ DETAILS

LMN‐1‐3‐6/39 M‐504 GATE CONTROL SPEEDS

LMN‐1‐3‐6/40 M‐505 GATE POSITION ENCODER BRACKET ‐ DETAILS

LMN‐1‐3‐6/41 M‐506 VALVE POSTION ENCODER BRACKET ‐ DETAILS

LMN‐1‐3‐6/42 MD101 DEMOLITION ‐ EL. 599.5 PLAN

LMN‐1‐3‐6/43 MD301 DEMOLITION ‐ ELEVATIONS

LMN‐1‐3‐6/44 MD501 DEMOLITION ‐ INDICATING MECHANISM DETAILS

ELECTRICAL

LMN‐1‐6‐6/5 E‐001 ELECTRICAL LEGEND

LMN‐1‐6‐6/6 E‐101 OVER ALL ‐ NAV LOCK ‐ PLAN

LMN‐1‐6‐6/7 E‐102 ROUTE ‐ FROM LR‐8

LMN‐1‐6‐6/8 E‐103 ROUTE ‐ FROM LR‐9

LMN‐1‐6‐6/9 E‐104 D/S GATE TOWER ‐ PLAN VIEW

LMN‐1‐6‐6/10 E‐105

NAVIGATION LOCK ‐ WATER LEVEL SENSOR

LAYOUT ‐ DECK PLAN

LMN‐1‐6‐6/11 E‐401 WATER LEVEL SENSORS

LMN‐1‐6‐6/12 E‐402 VALVE POSITIONER

LMN‐1‐6‐6/13 E‐501 PANEL LR‐6 ‐ D/S SOUTH LABELS

LMN‐1‐6‐6/14 E‐502 PANEL LR‐7 ‐ D/S NORTH LABELS

LMN‐1‐6‐6/15 E‐503

NAVIGATION LOCK ‐ INTERLOCKING ‐

ILLUSTRATION

LMN‐1‐6‐6/16 E‐504

NAVIGATION LOCK ‐ INTERLOCKING ‐

ILLUSTRATION

LMN‐1‐6‐6/17 E‐601 D/S GATE ‐ ELECTRICAL ‐ ONELINE

LMN‐1‐6‐6/18 E‐602 LCQ1 & LCQ2 LAYOUT

LMN‐1‐6‐6/19 E‐606 LR‐6 AND LR‐7 LAYOUT

LMN‐1‐6‐6/20 E‐619 AUTO COMMUNICATION ‐ DIAGRAM A 9/18/2015

LMN‐1‐6‐6/21 E‐621 LR‐8 LAYOUT

LMN‐1‐6‐6/22 E‐632 LR‐9 ‐ LAYOUT

LMN‐1‐6‐6/23 E‐638 LS‐1 ‐ LAYOUT A 9/9/2015

LMN‐1‐6‐6/24 E‐801 HMI SCREEN GRAPHICS A 9/18/2015

LMN‐1‐6‐6/25 E‐901 ELECTRICAL ‐ PHOTOGRAPHS

LMN‐1‐6‐6/26 ED101 D/S GATE TOWER ‐ DEMOLITION PLAN

LMN‐1‐6‐6/27 ED501 MCC LCQ1 AND ‐ MCC LCQ2 ‐ DEMOLITION

LMN‐1‐6‐6/28 ED502

SELSYN MOTORS ‐ AND ROTARY LIMIT ‐ SWITCH

DEMOLITION

LMN‐1‐6‐6/29 ED601 POWER FEEDS ‐ AND MCCs ‐ DEMOLITION

LMN‐1‐6‐6/30 ED602

CONNECTION DIAGRAM ‐ FOR LCQ2 ‐

LMN‐1‐6‐6/31 ED603

CONNECTION DIAGRAM ‐ FOR LCQ1 ‐

FOR INFORMATION ONLY (FIO)

The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

LMN‐1‐4‐2/44 I‐001

NAVIGATION LOCK ‐ TOWERS ‐ CONCRETE

OUTLINE

LMN‐1‐4‐2/46 I‐002 NAVIGATION LOCK ‐ TOWERS ‐ REINFORCEMENT I

LMN‐1‐4‐2/47 I‐003

NAVIGATION LOCK ‐ TOWERS ‐ REINFORCEMENT

II

LMN‐1‐4‐2/47 I‐004

NAVIGATION LOCK ‐ TOWERS ‐ REINFORCEMENT

DETAILS (MISC)

62‐I86‐159 I‐005

DOWNSTREAM LOCK GATE ‐ MACHINERY TOWER

SERVICE CRANE

62‐I86‐158 I‐006

DOWNSTREAM LOCK GATE ‐ MACHINERY TOWER

‐ ANCHOR BOLTS

LMN‐1‐6‐14/6 I‐007

NAVIGATION LOCK ‐ POWER AND LIGHTING ‐

ONE LINE DIAGRAM

LMN‐1‐6‐14/8 I‐008

NAVIGATION LOCK ‐ POWER & ‐ LIGHTING ‐ R / S

SERVICE GALLERY ‐ DOWNSTREAM ‐ WIRING

DIAGRAM

(End of drawing list)

(End of clause)

Contract drawings created on CADD will be available in electronic form for use by the Contractor. No For Information Only drawings are available on CADD. The Contractor assumes all risks associated in using electronic CADD drawings. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies. The Government will not be responsible to correct the electronic CADD drawing. If contract modifications are issued, the associated electronic CADD drawings will not be available to the Contractor. Electronic copies of CADD drawings are only available in Bentley MicroStation format. The Government will provide the files on CD ROM. If the Contractor requires different media, such as floppy disks, the Contractor shall be responsible for all conversions required for their use and associated conversion inaccuracies.

(End of Summary of Changes)

Lower Mon. Navlock Downstream Gate Hoist Machinery Upgrade W912EF-15-R-0048 Amend-0004

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.3.1 Returning Navigation Lock to Service

1.3.2 Deck Loading Restrictions

1.4 CARE OF DRAINS

1.5 PROJECT SECURITY

1.5.1 Employee Access

1.5.2 Vehicle Access

1.5.3 Identification of Employees

1.6 ACCESS TO NAVIGATION LOCK DECK AREA

1.7 DELIVERY OF EQUIPMENT

1.8 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

1.9 ACCESS TO AUTOMATED INFORMATION SYSTEMS

1.10 FACILITY OCCUPANCY CLOSURE

1.11 WORK SCHEDULES

1.11.1 Contractor's Work Schedule

1.11.2 Government's Work Schedule

1.12 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

G4EDDRJR

Line

This page intentionally left blank

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

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. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Employee Training and Identification Summary; I C

Access To Automated Information Systems; G SLE

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

Work on this project will occur during the Work Windows identified in Contract Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (1). As such, the following information is provided:

1. The Navigation Lock Outage Work Window at Lower Monumental commences as specified in Clause 52.211-10. The Navigation Lock will remain unavailable to water born traffic until the end of the lock outage. See Section 01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS, paragraph CONTRACTOR ACCESS TO NAVIGATION LOCK for additional Navigation Lock information.

2. Contractor shall coordinate all Project road blockages with the Contracting Officer a minimum of 24 hours in advance. In the event of an emergency, immediate access shall be given for emergency vehicles.

1.3.1 Returning Navigation Lock to Service

The Navigation Lock shall be returned to service at dates and times specified. There will be no exceptions. Prior to the Navigation Lock returning to service, all new equipment shall be installed, tested, and fully operational.

SECTION 01 14 00.10 28

1.3.2 Deck Loading Restrictions

In addition to the requirements of Section 01 35 29.10 28, the following restrictions apply to crane set-up on Navigation Lock road decks:

1. Outrigger pads and/or cribbing shall not bear on metal grating at road deck openings.

2. Bearing area of outrigger pads and/or cribbing shall be a minimum of 3.1 square feet or 452 square inches.

3. The maximum allowable bearing pressure of a single outrigger will be 31,850 psf or 221 psi.

1.4 CARE OF DRAINS

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

1.5 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. Weapons, alcohol, and illegal drugs are not allowed on the project site.

1.5.1 Employee Access

The Government will issue Prox-Cards and/or hard keys to the Contractor for security gate access. The Contractor shall return to the Government the Prox-Cards and/or keys no later than 5 days after de-mobilization.

1.5.2 Vehicle Access

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

1.5.3 Identification of Employees

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. The Contractor shall be responsible for furnishing the Security Badge Form(attached to the end of this SECTION)and initial identification (driver's license) for each employee 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.

1.6 ACCESS TO NAVIGATION LOCK DECK AREA

a. Contractor employee access from the North side of the dam will be accommodated during shift changes. Coordinate number of Contractor vehicles required for transportation of employees, and times of shift change with the COR. Use Contractor vans or busses to transfer employees to the work area in order to minimize Contractor traffic over the dam.

b. While every effort will be made to accommodate the coordinated employee transfer schedule, urgent or emergency Government operations may impact Contractor employee access. Any delays caused by this work shall NOT be grounds for additional compensation by the Government.

c. All other Contractor access to the Navigation Lock Deck area shall be from the South side of the dam. Any deliveries REQUIRED to arrive from the North side of the dam, must be coordinated with the COR a minimum of 2 Government Work days in advance. Contractor access, for deliveries of equipment and supplies, from the North side of the dam is NOT guaranteed.

1.7 DELIVERY OF EQUIPMENT

Contractor is responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist contractor in these activities. To the maximum extent possible, deliveries shall arrive on the South side of the river. 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, if approved by the COR. See paragraph

ACCESS TO NAVIGATION LOCK DECK AREA.

1.8 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

a. Provide a spreadsheet containing the following information for all Contractor and Subcontractor personnel working on the Project site:

1. Employee name.

2. Employee photo ID Type Issued: Proximity Card #*** (for Gate/Door Access) OR Photo ID Only.

3. Date Photo ID Issued.

4. Date Photo ID Returned.

SECTION 01 14 00.10 28

5. All applicable employee training that has been completed.

Include all training from Section 01 35 29.10 28 SAFETY AND

OCCUPATIONAL HEALTH REQUIREMENTS, 01 14 00.90 INTEGRATING

ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC), and other as specified.

b. Submit EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY prior to beginning of Contractor on-site work. Update and resubmit within 48 hours of any changes.

1.9 ACCESS TO AUTOMATED INFORMATION SYSTEMS

All Contractor employees (U.S. citizens and Non- U.S. citizens) working under this contract (to include grants, cooperative agreements and task orders) who require access to Automated Information Systems (AIS), (stand alone computers, network computers/systems, e-mail, sensitive data areas such as the Control Room) shall, at a minimum, be designated into an ADP-III position (non-sensitive) in accordance with DoD 5220-22-R, Industrial Security Regulation. The investigative requirements for an ADP-III position are a favorable National Agency Check (NAC), SF-85P, Public Trust Position. The Contractor shall have each applicable employee complete a SF-85P and 2 FBI form 258 Finger Print cards to submit to the Security Officer within three (3) working days after award of any contract or task order, and shall be submitted prior to the individual being permitted access to an AIS. Contractors that have a commercial or government entity (CAGE) Code and Facility Security Clearance through the Defense Security Service shall process the NACs and forward visit requests/results of NAC to the Security Officer. For those contractors that do not have a CAGE Code or Facility Security Clearance, the Security Office will process the investigation in coordination with the Contractor and contract employees.

The phone number for the Security Office is: 509.527.7141

The address for the Security Office is:

Security Officer Emergency Management Office Walla Walla District, COE 201 North Third Avenue Walla Walla, WA 99362

1.10 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.

1.11 WORK SCHEDULES

1.11.1 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. The Contractor shall furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.

1.11.2 Government's Work Schedule

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

b. Government support or assistance during the hours of 0600 to 1800 requires 2 hour advanced notice from the Contractor. Government support or assistance required during the hours of 1800 to 0600 requires 72 hour advanced notice from the Contractor. Request made less than 72 hours in advance, will be reviewed, but there is no guarantee that Government support or assistance can be provided.

1.12 USE OF WALLA WALLA DISTRICT PARKS

Special consideration for the use of the Walla Walla District Camping Grounds will not be given to the Contractor if camping at these sites. The Contractor's crew may not use Government parking lots near the Lower Monumental Lock and Dam for RV parking.

PART 2 PRODUCTS (Not Used)

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 04.00 28

CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES

1.2 PAYMENT

1.3 SUBMITTALS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

3.2.1 General

3.2.2 Content of the CQC Plan

3.2.3 Acceptance of Plan

3.2.4 Notification of Changes

3.3 COORDINATION MEETING

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

3.4.2 CQC System Manager

3.4.3 CQC Personnel

3.4.4 Additional Requirement

3.5 SUBMITTALS

3.6 CONTROL

3.6.1 Preparatory Phase

3.6.2 Initial Phase

3.6.3 Follow-up Phase

3.6.4 Additional Preparatory and Initial Phases

3.7 TESTS

3.7.1 Testing Procedure

3.7.2 Testing Laboratories

3.7.2.1 Capability Check

3.7.3 Onsite Laboratory

3.7.4 Furnishing or Transportation of Samples for Testing

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

3.8.2 Pre-Final Inspection

3.8.3 Final Acceptance Inspection

3.9 DOCUMENTATION

3.10 NOTIFICATION OF NONCOMPLIANCE

3.11 PROJECT CLOSE OUT

ATTACHMENTS:

Sample of Quality Control Report, WWD-QCR (Rev Sep 85)

SECTION 01 45 04.00 28

-- End of Section Table of Contents --

SECTION 01 45 04.00 28

SECTION 01 45 04.00 28

CONTRACTOR QUALITY CONTROL

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 within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D 3740 (2004a) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E 329 (2007) Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials Used in Construction

1.2 PAYMENT

Separate payment will not be made for providing and maintaining an effective Quality Control program, and all costs associated therewith shall be included in the applicable prices contained in The Schedule.

1.3 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. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Quality Control (CQC) Plan; G C

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL

The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with the clause entitled INSPECTION OF CONSTRUCTION of the CONTRACT CLAUSES. The quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the contract requirements. The system shall cover all on-site construction operations and shall be keyed to the proposed construction sequence. The Contractor shall utilize established in-house quality control procedures to assure full compliance with all off-site work. The Contractor shall submit daily reports in compliance with paragraph DOCUMENTATION for all on-site work and for all off-site work.

3.2 CONTRACTOR QUALITY CONTROL (CQC) PLAN

3.2.1 General

The Contractor shall submit for review by the Government, not later than 30 calendar days after receipt of Notice to Proceed, the Contractor Quality Control Plan proposed to implement the requirements of the clause entitled INSPECTION OF CONSTRUCTION of the CONTRACT CLAUSES. The plan shall identify personnel, procedures, control, instructions, tests, records, and forms to be used. Construction will be permitted to begin only after acceptance of the CQC Plan.

3.2.2 Content of the CQC Plan

The CQC Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff shall implement the three phase control system for all aspects of the work specified. The CQC System Manager shall report directly to the owner of the firm or a senior manager not responsible for executing the work. The CQC can not work directly for the Project Manager or manager responsible for the execution of the work.

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a QC function.

c. A copy of the letter to the CQC System Manager signed by the owner of the firm, or an equivalent individual within the company who is not responsible for managing this project, which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work and rework of any nonconformance work which is not in compliance with the contract. The CQC System Manager shall issue letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities.

Copies of these letters shall also be furnished to the Government.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures shall be in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES.

e. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities will be subject to approval by the Contracting Officer.)

f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

g. Procedures for tracking construction deficiencies from identification through acceptable corrective action. These procedures shall establish verification that identified deficiencies have been corrected.

h. Reporting procedures, including proposed reporting formats.

i. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks and has separate control requirements. It could be identified by different trades or disciplines, or it could be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable feature under a particular section. This list will be agreed upon during the coordination meeting.

3.2.3 Acceptance of Plan

Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his CQC plan and operations including removal of personnel, as necessary, to obtain the quality specified.

3.2.4 Notification of Changes

After acceptance of the CQC plan, the Contractor shall notify the Contracting Officer in writing a minimum of seven (7) calendar days prior to any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.3 COORDINATION MEETING

After the Preconstruction Meeting, before start of construction, and prior to acceptance by the Government of the Quality Control Plan, the Contractor shall meet with the Contracting Officer and discuss the Contractor's quality control system. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both on-site and off-site work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance inspection. Minutes of the meeting will be prepared by the Contractor. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a CQC System Manager and sufficient number of additional qualified personnel to ensure safety and contract compliance. The Site Safety and Health Officer (SSHO) shall serve as a member of the CQC staff. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The CQC staff shall maintain a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance.

The CQC staff shall be subject to acceptance by the Contracting Officer.

The Contractor shall provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC organization. Complete records of all letters, material submittals, shop drawing submittals, schedules and all other project documentation shall be promptly furnished to the CQC organization by the Contractor. The CQC organization shall be responsible to maintain these documents and records at the site at all times, except as otherwise acceptable to the Contracting Officer.

3.4.2 CQC System Manager

Identify as CQC System Manager an individual within the onsite work organization who is responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager shall be a construction person with a minimum of 7 years in related work. Submit documentation to verify CQC System Manager qualifications.

This CQC System Manager shall be on the site at all times during construction and be employed by the prime Contractor. A qualified CQC System Manager, as defined by this paragraph and paragraph "Additional Requirements", shall be provided for each shift of on-site operations. The CQC System Manager shall be assigned no other duties. Identify in the plan an alternate to serve in the event of the CQC System Manager's absence.

The requirements for the alternate are the same as the CQC System Manager.

3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, the Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas:

electrical, mechanical, structural. These individuals shall be directly employed by the prime Contractor and may not be employed by a supplier or sub-Contractor on this projectmay be employees of the prime or subcontractor;

be responsible to the CQC System Manager; be physically present at the construction site during work on their areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals may perform other duties but must be allowed sufficient time to perform their assigned quality control duties as described in the Quality Control Plan.

Experience Matrix

Area Qualifications

a. Mechanical Mechanical Engineer degree accredited from ABET or Construction Manager with 2 yrs experience or person with 5 yrs related experience

b. Electrical Electrical Engineer degree accredited from ABET or Construction Manager with 2 yrs related experience or person with 5 yrs related experience

SECTION 01 45 04.00 28

Experience Matrix

Area Qualifications

c. Structural Structural Engineer degree accredited from ABET or Construction Manager with 2 yrs experience or person with 5 yrs related experience

3.4.4 Additional Requirement

In addition to the above experience and/or education requirements, the CQC System Manager and CQC assistant shall have completed the course entitled "Construction Quality Management for Contractors" within the last five (5) years. This course will periodically be offered at various locations throughout the Pacific Northwest. For information concerning this course call your local Associated General Contractor's Plan Room.

3.5 SUBMITTALS

Submittals shall be as specified in SECTION 01 33 00 SUBMITTAL PROCEDURES.

The CQC System Manager shall be responsible for certifying that all submittals are in compliance with the contract requirements.

3.6 CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. The controls shall be adequate to cover all construction operations, including on-site fabrication, and shall be keyed to the proposed construction sequence. The controls shall include at least three phases of control to be conducted by the CQC system manager for all definable features of work, as follows:

3.6.1 Preparatory Phase

This phase shall be performed prior to beginning work on each definable feature of work and shall include:

a. A review of each paragraph of applicable specifications.

b. A review of the contract plans.

c. A check to assure that all materials and/or equipment have been tested, submitted, and approved.

d. A check to assure that provisions have been made to provide required control inspection and testing.

e. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the contract.

f. A physical examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawing or submitted data, and are properly stored.

g. A review of the appropriate activity hazard analysis to assure safety requirements are met.

h. Discussion of procedures for constructing the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that phase of work.

i. A check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.

j. The Government shall be notified at least 48 hours in advance of beginning any of the required action of the preparatory phase.

This phase shall include a meeting conducted by the CQC system manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the definable feature. The results of the preparatory phase actions shall be documented by separate minutes prepared by the CQC system manager and attached to the daily QC report. The Contractor shall instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

k. The preparatory meeting will include a review of the submittal register to ensure all the required submittals for this portion of the work have been approved and contractor has approved submittals in hand.

3.6.2 Initial Phase

This phase shall be accomplished at the beginning of a definable feature of work. The following shall be accomplished:

a. A check of preliminary work to ensure that it is in compliance with contract requirements. Review minutes of the preparatory meeting.

b. Verification of full contract compliance. Verify required control inspection and testing.

c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with sample panels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

f. The Government shall be notified at least 24 hours in advance of beginning the initial phase. Separate minutes of this phase shall be prepared by the CQC system manager and attached to the daily CQC report. Exact location of initial phase shall be indicated for future reference and comparison with follow-up phases.

g. The initial phase shall be repeated for each new crew to work on-site, or any time acceptable specified quality standards are not being met.

3.6.3 Follow-up Phase

Daily inspections shall be performed to assure continuing compliance with contract requirements, including control testing, until completion of the particular feature of work. The inspections shall be made a matter of record in the CQC documentation. Final follow-up inspections shall be conducted and all deficiencies corrected prior to the start of additional features of work which may be affected by the deficient work. The Contractor shall not build upon or conceal non-conforming work. The Contractor shall maintain working "as-built" contract drawings as required in SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS.

3.6.4 Additional Preparatory and Initial Phases

Additional preparatory and initial phases shall be conducted on the same definable features of work as determined by the Government if the quality of on-going work is unacceptable; or if there are changes in the applicable QC staff or in the on-site production supervision or work crew; or if work on a definable feature is resumed after a substantial period of inactivity, or if other problems develop.

3.7 TESTS

3.7.1 Testing Procedure

The Contractor shall perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements. Upon request, the Contractor shall furnish to the Government duplicate samples of test specimens for possible testing by the Government. Testing includes operation and/or acceptance tests when specified. The Contractor shall procure the services of a Corps of Engineers approved testing laboratory or establish an approved testing laboratory at the project site. The Contractor shall perform the following activities and record and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available and comply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control number system, including all of the test documentation requirements, have been prepared.

e. Results of all tests taken, both passing and failing tests, shall be recorded on the CQC report for the date taken.

Specification paragraph reference, location where tests were taken, and the sequential control number identifying the test shall be given. If approved by the Contracting Officer, actual test reports may be submitted later with a reference to the test number and date taken. An information copy of tests performed by an offsite or commercial test facility shall be provided directly to the Contracting Officer. Failure to submit timely test reports as stated may result in nonpayment for related work performed and disapproval of the test facility for this contract.

3.7.2 Testing Laboratories

3.7.2.1 Capability Check

The Government reserves the right to check laboratory equipment in the proposed laboratory for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques. Laboratories utilized for testing soils, concrete, asphalt, and steel shall meet criteria detailed in ASTM D 3740 and ASTM E 329.

3.7.3 Onsite Laboratory

The Government reserves the right to utilize the Contractor's control testing laboratory and equipment to make assurance tests, and to check the Contractor's testing procedures, techniques, and test results at no additional cost to the Government.

3.7.4 Furnishing or Transportation of Samples for Testing

Costs incidental to the transportation of samples or materials shall be borne by the Contractor. Samples of materials for test verification and acceptance testing by the Government shall be delivered to the Contracting Officer.

3.8 COMPLETION INSPECTION

At the completion of all work or any increment thereof established by a completion time stated in clause: COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK or stated elsewhere in the specifications, the CQC system manager shall conduct an inspection of the work and develop a "punch list" of items which do not conform to the approved plans and specifications. Such a list of deficiencies shall be included in the CQC documentation, as required by paragraph DOCUMENTATION below, and shall include the estimated date by which the deficiencies will be corrected. The CQC system manager or staff shall make a second inspection to ascertain that all deficiencies have been corrected and so notify the Contracting Officer. These inspections and any deficiency corrections required by this paragraph shall be accomplished within the time stated for completion of the entire work or any particular increment thereof if the project is divided into increments by separate completion dates.

3.8.1 Punch-Out Inspection

Near the end of the work, or any increment of the work established by a time stated in the Contract Clauses Section, "Commencement, Prosecution, and Completion of Work," or by the specifications, the CQC Manager shall conduct an inspection of the work. A punch list of items which do not conform to the approved drawings and specifications shall be prepared and included in the CQC documentation, as required by paragraph DOCUMENTATION. The list of deficiencies shall include the estimated date by which the deficiencies will be corrected. The CQC System Manager or staff shall make a second inspection to ascertain that all deficiencies have been corrected. Once this is accomplished, the Contractor shall notify the Government that the facility is ready for the Government and provide the list of correct deficiencies to the Government.

3.8.2 Pre-Final Inspection

The Government will perform the pre-final inspection to verify that the project is complete and ready for use. A Government Pre-Final Punch List may be developed as a result of this inspection. The Contractor's CQC System Manager shall ensure that all items on this list have been corrected before notifying the Government, so that a Final inspection with the customer can be scheduled. Any items noted on the Pre-Final inspection shall be corrected in a timely manner. These inspections and any deficiency corrections required by this paragraph shall be accomplished within the time slated for completion of the entire work or any particular increment of the work if the project is divided into increments by separate completion dates.

3.8.3 Final Acceptance Inspection

The Contractor's Quality Control Inspection personnel, plus the superintendent or other primary management person, and the Contracting Officer's Representative shall be in attendance at the final acceptance inspection. Additional Government personnel including, but not limited to, those from Base/Post Civil Facility Engineer user groups, and major commands may also be in attendance. The final acceptance inspection will be formally scheduled by the Contracting Officer based upon results of the Pre-Final inspection. Notice shall be given to the Contracting Officer at least 14 days prior to the final acceptance inspection and shall include the Contractor's assurance that all specific items previously identified to the Contractor as being unacceptable, along with all remaining work performed under the contract, will be complete and acceptable by the date scheduled for the final acceptance inspection. Failure of the Contractor to have all contract work acceptably complete for this inspection will be cause for the Contracting Officer to bill the Contractor for the Government's additional inspection cost in accordance with the contract clause titled, "Inspection of Construction."

3.9 DOCUMENTATION

The Contractor shall maintain current records of quality control operations, activities, and tests performed, including the work of subcontractors and suppliers. These records shall be on an acceptable form and shall include factual evidence that required quality control activities and/or tests have been performed, including but not limited to the following:

a. Contractor/subcontractor and their area of responsibility.

b. Operating plant/equipment with hours worked, idle, or down for repair.

c. Test and/or control activities performed with results and references to specifications/plan requirements. The control phase should be identified (Preparatory, Initial, Follow-up). List deficiencies noted along with corrective action.

d. Off-site surveillance activities, including actions taken.

e. Job safety evaluations stating what was checked, results, and instructions or corrective actions.

f. List instructions given/received and conflicts in plans and/or specifications.

g. Contractor's verification statement.

h. Work performed today, giving location, description, and by whom. When Network Analysis (NAS) is used, identify each phase of work performed each day by NAS activity number.

i. Material received with statement as to its acceptability and storage.

j. Identify submittals reviewed, with contract reference, by whom, and action taken.

k. These records shall indicate a description of trades working on the project; the number of personnel working; weather conditions encountered; and any delays encountered. These records shall cover both conforming and deficient features and shall include a statement that equipment and materials incorporated in the work and workmanship comply with the contract. The original and one copy of these records in report form shall be furnished to the Government daily within 24 hours after the date(s) covered by the report, except that reports need not be submitted within 24 hours for days on which no work is performed. As a minimum, one report shall be prepared and submitted for every seven (7) days of no work and on the last day of a no work period. All calendar days shall be accounted for throughout the life of the contract. The first report following a day of no work shall be for that day only. Reports shall be signed and dated by the CQC system manager. The report from the CQC system manager shall include copies of test reports and copies of reports prepared by all subordinate quality control personnel.

3.10 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor shall, after receipt of such notice, immediately take corrective action. Such notice, when delivered to the Contractor at the site of the work, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order suspending or stopping all or part of the work until satisfactory corrective action has been taken.

3.11 PROJECT CLOSE OUT

Within 30 days of construction…