W9127N-15-R-0028_Amend_0001.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

See Section 0100, Amendment No. 0001

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 10-Aug-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 W9127N-15-R-0028

X 9B. DATED (SEE ITEM 11)

17-Jul-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

10-Aug-2015

CODE

US ARMY CORPS OF ENGINEERS

333 SW FIRST AVE

PORTLAND OR 97204-3495

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-15-R-0028

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 17-Aug-2015 02:00 PM to 19-Aug-2015 02:00 PM.

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

The following have been added by full text:

AMENDMENT NO. 0001

Amendment No. 0001 makes the following changes to Solicitation No.W9127N-15-R-0028:

1. Change to Proposal Submission From 17 August 2015 to 19 August 2015.

2. Drawing HLD1.106_SC508XXX was updated.

3. Change to specification section 01 10 10.00 25 paragraph 1.15: “Provide the Government Project Engineer with a temporary office, approximately 240 square feet in floor area; locate where directed by the COR and provide space heat, cooling, electric light, and power. Provide a mail slot in the door or a lockable mail box mounted on the surface of the door. Include a 4- by 8-foot plan table, three folding chairs for site visitors, three standard size office desks, and 3, 5-wheeled padded, ergonomic desk chairs with lumbar support and armrests, a 3 shelf bookcase, and 4 drawer file cabinet. All furniture must be in good, working condition. High speed internet access shall be provided to the trailer, including a minimum of two access points with ethernet cable. The offices must be separated by walls and have a minimum of two windows with operable window blinds.”

(End of Summary of Changes)

Hills Creek Spillway Gate Rehabilitation

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SCHEDULE FOR CONSTRUCTION

1.5 INTERIM CONSTRUCTION COMPLETION DATES

1.6 PERMITS AND RESPONSIBILITIES

1.7 GATE OUT OF SEVICE PERIODS

1.7.1 Gate Out of Servcie Periods (GOSP)

1.7.2 In-Water Work Activities

1.8 INCLEMENT WEATHER CONSTRUCTION

1.9 NOTIFICATION OF EQUIPMENT OUTAGE

1.10 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.11 WEEKLY COORDINATION MEETINGS

1.12 PARTNERING

1.13 CONTRACTOR EMPLOYEES

1.14 ACCESS AGREEMENTS AND WORK AREAS

1.14.1 Access Agreements

1.14.2 Work Areas

1.14.3 Employee Access and Parking

1.14.4 Public Access

1.15 GOVERNMENT PROJECT ENGINEER'S OFFICE

1.16 SECURITY PROCEDURES

1.16.1 Project Security

1.16.2 Contractor's General Personnel

1.16.3 Identification of Employees

1.16.4 Foreign Born Employees

1.16.5 Identification of Contractor Vehicles

1.16.6 Use of Private Vehicles

1.17 ANNUAL ANTITERRORISM AND OPERATIONS SECURITY TRAINING

1.18 DECK ACCESS RESTRICTIONS

1.19 CONSTRUCTION PROJECT IDENTIFICATION SIGN

1.20 UTILITIES

1.20.1 Sanitary Facilities

1.20.2 Electrical Power

1.20.2.1 General

1.20.2.2 Temporary Electrical Wiring

1.20.3 Telephone

1.20.4 Water

1.21 CONTRACTOR'S EQUIPMENT

1.21.1 Contractor's Planned Equipment Methods

1.21.2 Plant and Equipment List

1.21.3 Movement of Equipment by the Contractor

1.22 CONTRACTOR USE OF GOVERNMENT CRANES

1.23 CRANES AND HEAVY EQUIPMENT

1.23.1 Contractor Crane Safety

1.23.2 Contractor Crane Testing

01 10 10.00 25-i

1.23.3 Contractor's Cranes and Heavy Equipment

1.24 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.25 NOISE CONTROL

1.25.1 General

1.25.2 Nighttime Noise Limitations

1.26 USE OF EXPLOSIVES

1.27 DISPOSITION OF MATERIALS

1.27.1 Daily Cleanup and Disposal

1.27.2 Disposal and Salvage of Equipment and Miscellaneous Materials

1.28 SALVAGE

1.29 CARE OF DRAINS

1.30 LEAD BASED PAINT

1.31 PRESERVATION OF HISTORICAL, ARCHEOLOGICAL, AND CULTURAL RESOURCES

1.32 PROTECTION OF MATERIAL AND WORK

1.33 PROTECTION OF EXISTING UTILITIES

1.34 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.35 RESTORATION OF PROJECT ROADS

1.36 COMMISSIONING PLAN

1.36.1 Description

1.36.2 Team

1.36.3 Dates

1.36.4 Safety

1.36.5 Environmental

1.36.6 Safe Clearance Procedures

1.36.7 Steps

1.36.8 Contingency Plans

1.36.9 Documentation

1.36.10 Operation and Maintenance (O&M) Manuals and As-Built Drawings

1.37 COMMISSIONING REPORT

1.38 CONTRACTOR SURVEY DATA

1.38.1 Survey Field Notebooks

1.38.2 Data Storage

1.39 WELDING RESTRICTION

1.40 GATE, SPILLWAY AND RESERVOIR OPERATIONS, REQUIREMENTS, AND

RESTRICTIONS

1.41 APPENDIX

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

01 10 10.00 25-ii

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This Section covers general requirements applicable to specific Contractor's operations and equipment.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

EP 310-1-6A (2006) Sign Standards Manual, Vol 1

U.S. DEPARTMENT OF TRANSPORTATION (DOT)

AASHTO LRFDUS (2012, ERTA 1) Bridge Design Specifications, 6th ed.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.95 Occupational Noise Exposure

29 CFR 1926.52 Occupational Noise Exposure

29 CFR 1926.62 Lead

29 CFR 1926.101 Hearing Protection

1.3 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

Schedule for Construction; G

Access Agreements and Work Areas; G

Security Procedures; G

Annual Antiterrorism and Operations Security Training; G

Temporary Electrical Wiring Plan; G

01 10 10.00 25-1

Contractor's Planned Equipment Methods; G

Plant and Equipment List; G

Loading Diagram; G

Lifting Diagram; G

Loading Plan for Cranes and Heavy Equipment; G

Pier Anchoring Plan; G

Disposal Plan; G

Commissioning Plan; G

SD-06 Test Reports

Commissioning Report; G

Survey Field Notebooks

Data Storage

1.4 SCHEDULE FOR CONSTRUCTION

In accordance with Section 00700 Contract Clause 52.236-15, SCHEDULES FOR CONSTRUCTION CONTRACTS, submit a schedule for accomplishing the work in this Contract. The schedule will not be used by the Government to select a Contractor; rather it will be used to ensure that the Contractor is capable of accomplishing the necessary work in the allotted time periods. The schedule must be consistent with the completion dates as specified in Section 00800 Contract Clause 52.211-10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Other Contractor's work must also be coordinated in accordance with Contract Clause 52.236-8, OTHER CONTRACTS.

1.5 INTERIM CONSTRUCTION COMPLETION DATES

All Contract requirements shall be complete by the completion date as specified in Section 00800 Contract Clause 52.211-10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Refer to Section 01 11 00.00 25, SUMMARY OF WORK for interim construction completion dates.

1.6 PERMITS AND RESPONSIBILITIES

Obtain all permits and licenses for the work as required under Section 00700 Contract Clause 52.236-7, PERMITS AND RESPONSIBILITIES (Nov 1991).

1.7 GATE OUT OF SEVICE PERIODS

1.7.1 Gate Out of Servcie Periods (GOSP)

The Government has established interim construction completion date, described as "Gate Out of Service Periods," coinciding with allowed maintenance periods. In general, this is a work period that allows for work an a single spillway gate. The GOSP period established for this Contract is: 15 July through 15 September for each gate out-of-service work year required.

01 10 10.00 25-2

1.7.2 In-Water Work Activities

For purposes of this Contract, work items that must be restricted to the GOSP, along with further work restrictions, are described in Section

01 11 00.00 25, SUMMARY OF WORK.

1.8 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule must reflect adverse weather days in all weather dependent activities as defined in Section 00800 Contract Clause 52.236-4, PHYSICAL DATA. Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to USACE property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.9 NOTIFICATION OF EQUIPMENT OUTAGE

When required to work in the intake control room and/or spillway bay at the Hills Creek Dam work areas, notify the Government 45 days in advance of the work. This will allow the Government to coordinate and schedule clearances for lock out/tag out for the HECP requirement for Contractor access. The Government will make every effort to have the clearance(s) removed and systems back on-line when practical.

1.10 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary.

1.11 WEEKLY COORDINATION MEETINGS

Weekly coordination meetings must be held between the Contractor and the Government. This meeting will be used to discuss Contractor's safety, Quality Control Program, submittals, deficiencies, Contract administration, schedule, actual progress in the last week, and work planned in the upcoming two weeks. Any work requiring Project support or potential impacts to Project operations or maintenance must be noted. During the Preconstruction Meeting, the Government will determine responsibility of running this meeting. If the Government elects to run the coordination meeting, the Contractor must provide a two week look ahead, with the previous week as-builts, 48 hours before each weekly meeting to the Government representative. The responsible party must prepare and distribute, by e-mail, the coordination meeting agenda with a two week look ahead no later than 24 hours before each meeting. A meeting time and place will be mutually agreed upon for the same time each week. Coordination meeting notes will be taken by the Contractor and transmitted to the COR for review, and re-transmitted to the COR with changes no later than the close of business the next workday following the weekly meeting.

1.12 PARTNERING

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. Among the objectives are effective and efficient Contract performances and are intended to achieve completion

01 10 10.00 25-3 within budget, on schedule, and in accordance with the plans and specifications; and to develop a single cooperative management team focused on the success of the project to mutual benefit of all stakeholders. This partnership will be bilateral in makeup, and participation will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by both parties, and will be shared equally with no change to the Contract price. An integral aspect of partnering is the resolution of disputes in a timely, professional, and non-adversarial manner through the use of issue clarification and problem solving. Alternate Dispute Resolution (ADR) methodologies will be encouraged in place of the more formal dispute resolution procedures. ADR will assist in promoting and maintaining an amicable working relationship to preserve the partnership.

ADR is a voluntary, non-binding procedure available for use by the parties to this Contract to resolve any dispute that may arise during performance.

1.13 CONTRACTOR EMPLOYEES

Ensure that all employees are capable of demonstrating adequate knowledge of tools, supplies, equipment, and techniques necessary to competently perform the work. All personnel employed by the Contractor must be fully qualified in their respective fields to render the services necessary. The Government may require the Contractor to discontinue using any employee in the performance of the work specified in this Contract determined by the Government to be unsatisfactory. Contractor employees will not be permitted to bring guests, family members, or non-employees to the job site at any time.

1.14 ACCESS AGREEMENTS AND WORK AREAS

1.14.1 Access Agreements

a. Submit access procedures to and from the work site after the Contractor, the Contract Officer, and the Project's Representative have coordinated and determined the most advantageous access to, and staging of, the Contractor's assets deployed to the work site.

b. The right-of-way for the work (or delivery site) and access thereto will be furnished as stated in this paragraph subject to mutual agreement between the Contractor and the Government concerning the specific route the Contractor is to use. Such mutual agreement shall be reached prior to initiation, construction, or delivery.

c. The existing access roadway and any associated access roads on the Project, shall not be closed as a result of construction or delivery activities associated with this Contract unless previously coordinated and approved by the Government. Traffic delays will only be permitted in accordance with the provisions of this Section.

d. When necessary to operate on or to cross existing highways or roads, all necessary permits must be obtained from the appropriate private or public authority.

e. In accordance with Section 00700 Contract Clause 52.236-13 Alt I, ACCIDENT PREVENTION - ALTERNATE I, and EM 385-1-1, flaggers, signs, lights, and/or other safeguards must be provided to safely control and direct the flow of traffic when necessary for equipment to operate on or to cross access roads, arterial roads, or highways.

f. Spillage on Project roads and state or county roads will not be

01 10 10.00 25-4 permitted, and the spillage must be immediately cleaned up at the expense of the Contractor.

g. No cleated or crawler-type equipment shall be operated on paved surfaces.

h. Damage to all roads caused by the Contractor's operations must be repaired to preexisting conditions at the expense of the Contractor.

1.14.2 Work Areas

a. Drawings showing the layout of the area proposed for use must be submitted for review and approval and comply with Section 00700 Contract Clause 52.236-10 OPERATIONS AND STORAGE AREAS. The drawing(s) must show the location of the principal components: offices, access roads, parking, storage facilities and disposal areas, which the Contractor proposes to construct within the designated limits.

b. Only Contractor and subcontractor parts trailers and lunch trailers may be allowed in the Contractor work areas and these must be subject to CO and Project approval. All Contractor and subcontractor trailers are required to be adequately and physically anchored to prevent overturning due to high winds.

c. Should additional working space or lands within the Government right-of-way be required for material yards, job offices, or other purposes obtain prior Government approval in writing. When directed at any time during the progress of the work when space is needed within the right-of-way for other purposes, any part of the grounds that have been in use must be promptly vacated and cleaned up. However, it is not the intent to require the Contractor's plant or material to be removed from an area while such plant, material, or area is still being actively used.

d. The Project staff will brief the Contractor on security procedures.

Any such procedures will not be the basis for claims for additional money or time. The Project areas off limits to Contractor personnel will also be designated.

e. Salespersons or personnel seeking employment will not be permitted inside the Project security fences without prior Government approval.

f. Access to the Contractor's work areas will be available from Highway 58 (approximately 45 miles from Eugene, Oregon) onto Hills Creek Road, about 3.5 miles to the project work site.

1.14.3 Employee Access and Parking

Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon before construction or delivery. Keep the parking areas free of litter and debris. An adequate number and size of trash receptacles must be placed in the parking areas and emptied, as necessary to avoid overflowing. Trash receptacles must be adequately secured to provide protection from the wind and animals.

1.14.4 Public Access

The public shall have permanent access to the turnout area on Hills Creek Road located just outside the security fence at the project site. Provide

01 10 10.00 25-5 barricades and proper signage to prevent the public from entering the Contractor's work areas as applicable.

1.15 GOVERNMENT PROJECT ENGINEER'S OFFICE

Provide the Government Project Engineer with a temporary office, approximately 240 square feet in floor area; locate where directed by the COR and provide space heat, cooling, electric light, and power. Provide a mail slot in the door or a lockable mail box mounted on the surface of the door. Include a 4- by 8-foot plan table, three folding chairs for site visitors, three standard size office desks, and 3, 5-wheeled padded, ergonomic desk chairs with lumbar support and armrests, a 3 shelf bookcase, and 4 drawer file cabinet. All furniture must be in good, working condition. High speed internet access shall be provided to the trailer, including a minimum of two access points with ethernet cable. The offices must be separated by walls and have a minimum of two windows with operable window blinds. The Contractor's drinking water must be available for consumption by onsite Government employees. A separate water tower for the Government trailer with both hot and cold water faucets must be provided.

Provide janitorial services at a minimum of once per week, including emptying of trash cans and sweeping and mopping of floors. Dedicate a minimum of two parking spots as "Government Parking Only" in the office parking area. At completion of the work, the office will remain the property of the Contractor and shall be removed from the site. Utilities must be connected and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer and all utility costs must be borne by the Contractor.

1.16 SECURITY PROCEDURES

1.16.1 Project Security

a. The Project is not open to the public during daylight hours. The security gates on top of the dam are locked and unmanned at all times.

The Contractor must immediately lock the Project entrance gates every time entering or leaving the Project. Call the Lookout Point Control Room at (541) 937-3072 ever work day upon arrival and when leaving the Project for the day. Submit a procedure for approval for identification and control of employees entering or leaving the Project during the hours of closure.

b. Arrangement and scheduling of working hours and crews must be coordinated through the CO with the Project Staff. The working hours of the Project Staff are Mondays through Thursdays from 6:30 a.m. until 5:00 p.m. Fridays are non-working days. Hills Creek is a remotely operated facility, Project Staff availability may be limited to 7:30 AM to 4:00 PM to allow for travel time. Working hours that extend past 5:00 p.m. weekdays or on weekends and holidays must be coordinated through the CO and approved by the Project Staff. Provide 15 calendar days advance notice to the Government for any Project required support or any activity that will impact the normal Project operations or limit access to any area of the Project. Submit the intended working hours of staff on site and identify any employees working in any capacity in accordance with the subparagraph entitled Identification of Employees.

c. Security of the Contractor's property and items furnished under this Contract, until the Government accepts items, are the Contractor's responsibility whether stored inside or outside.

01 10 10.00 25-6

d. All Contractor personnel, subcontractor personnel, suppliers, etc.

must comply with the Project's security policies. Salespersons or personnel seeking employment will not be permitted inside the Project.

Costs associated with Contractor failure to comply with the Project security policies must be at the expense of the Contractor.

e. Signs may be erected outside the project containing instructions for personnel seeking the Contractor. The content and location of the signs will be approved by the CO prior to erection. Posts or other means of support, if required, must be provided by the Contractor and removed when the Contract is completed. Any open post holes must be suitably backfilled, prior to the end of the shift in which posts are removed, and any other damage must be repaired to preconstruction conditions.

1.16.2 Contractor's General Personnel

Prepare an organizational chart and revise whatever organizational changes occur. Maintain a complete organizational chart of all positions that will be working on the project.

1.16.3 Identification of Employees

a. Submit a complete, dated and signed, list of all Contractor and subcontractor personnel and their titles who will be working on the project at the Weekly Coordination Meeting. This listing must be revised and resubmitted when personnel changes occur.

b. Government-prescribed cards/keys:

(1) Obtain the Government-prescribed cards/keys from the Project Security Office prior to engaging in work on the project. For each employee requiring Government-prescribed card/key, submit a written request to the CO at least 15 days prior to site mobilization including, but not limited to the following:

Name of Contractor Name of employee Employee's birth date Employee's place of birth Employee's valid identification with photo Other employee information as needed based on security level

(2) Within 24 hours of personnel changes or the release of any employee and within seven days of the end of construction completion or termination of Contract, collect and return all Government-prescribed cards/keys to the Project Security Office.

Failure to return any Government-prescribed cards or keys will result in a $1,000 per item charge to the Contractor and may delay final payment. These fees will be deducted from the Contractor's monthly payment at no additional cost to the Government.

1.16.4 Foreign Born Employees

Submit photocopies of the green card work permits and/or passports to the CO of all Contractor employees who are foreign born and have non-citizen status. Submit photocopies at least one month in advance of the start of work by the employees. This allows the USACE District Security Office sufficient time to run a security check on these affected personnel.

01 10 10.00 25-7

Contractor personnel who fit the above description of non-citizenship shall not be permitted to work until they pass the security check in addition to other requirements of this Contract.

1.16.5 Identification of Contractor Vehicles

All Contractor vehicles used for prosecuting the work must have a Contractor sign or other permanent identification and must carry the required insurance. Private vehicles not owned by the Prime Contractor or subcontractors must not be used for prosecuting the work.

1.16.6 Use of Private Vehicles

Private vehicles of the Contractor and its employees must enter and leave the project as directed. Restrict parking to approved areas.

1.17 ANNUAL ANTITERRORISM AND OPERATIONS SECURITY TRAINING

Costs associated with the following execution of training and verification requirements must be at the expense of the Contractor. Facilitate the following training and submit the following:

a. AT Level 1 Training - Thirty calendar days prior to mobilization, all Contractor employees, to include subcontractor employees, requiring access to army installations, facilities, and controlled access areas must complete AT Level 1 Training. Submit roster of training completion for each affected Contractor employee and subcontractor employee to the CO within five calendar days after completion of training by all employees and subcontractor personnel. Obtain training DVD from the CO through the Portland District Security Office (estimated training time 10 minutes per individual).

b. iWATCH and/or CorpsWatch Training - Thirty calendar days prior to mobilization and within 30 calendar days of new employees commencing performance, all Contractor employees, to include subcontractor employees, must complete the iWatch, CorpsWatch Training, See Something Say Something training. Use this training to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the CO. Submit signed roster for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training. Obtain training DVD from the CO through the Portland District Security Office (estimated training time five minutes per individual).

c. OPSEC Training - Thirty calendar days prior to mobilization, submit OPSEC Training signed statement for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training. Obtain training DVD from the CO through the Portland District Security Office (estimated training time 15 minutes per individual).

d. E-Verify - Pre-screen Contractor and subcontractor personnel, using the E-Verify Program at http://www.uscis.gov/E-verify to meet the established employment eligibility requirements. Two valid forms of Government issued identification will be required per individual to ensure the correct information is entered into the E-verify system.

Submit a list of verified/eligble personnel to the CO within three days of Notice to Proceed.

01 10 10.00 25-8

1.18 DECK ACCESS RESTRICTIONS

With prior coordination and approval, the spillway road on top of the dam may be blocked for a limited period but must be cleared and open when no on-site work activities occur. The deck road shall be available for Emergency Vehicle Access at all times. Access to the intake tower for refueling the Project emergency diesel generator shall be maintained at all times during the contract.

1.19 CONSTRUCTION PROJECT IDENTIFICATION SIGN

Paint, fabricate, and install one construction project identification sign in accordance with EP 310-1-6A, Attachment A3, within three days of beginning site work.

1.20 UTILITIES

Provide utilities required for the performance of work under this Contract, except Government-furnished electrical power and compressed air as described below.

1.20.1 Sanitary Facilities

Use of the Project restroom by Contractor personnel will not be permitted.

Provide portable, temporary sanitary facilities in accordance with

EM 385-1-1.

1.20.2 Electrical Power

1.20.2.1 General

Government-furnished or public utility electrical power is not available for the Contractor's use.

1.20.2.2 Temporary Electrical Wiring

Submit a Temporary Electrical Wiring Plan for temporary electrical wiring.

Install all temporary electrical wiring in accordance with EM 385-1-1 and as approved. All temporary electrical wiring must be removed prior to completion of the Contract.

1.20.3 Telephone

Telephone will not be available for Contractor use.

1.20.4 Water

Provide drinking water/handwashing water for all Contractor and Government personnel working on the project. Reasonable amounts of non-potable water for non-domestic use will be made available from existing outlets and supplies. Non-potable water shall not be used for concrete curing or construction purposes.

1.21 CONTRACTOR'S EQUIPMENT

1.21.1 Contractor's Planned Equipment Methods

Submit proposed methods of transportation and operation of cranes and other heavy equipment for approval prior to commencement of those operations.

01 10 10.00 25-9

Submittals must include the type, size, and loadings of equipment, and the proposed transportation routes and work areas to be used on the project.

Operation of heavy equipment adjacent to existing structures must be avoided when possible. Testing requirements and operation of cranes and other heavy equipment must be in accordance with EM 385-1-1. All cranes, rigging, lifts, operators, vehicles, and other necessary means to move equipment or items must be Contractor-furnished as required to pursue and complete the work and must comply with EM 385-1-1.

1.21.2 Plant and Equipment List

Within seven days prior to commencing site operations, provide a complete list of all plant and equipment to be used on the job site, exclusive of shop equipment. Throughout the life of the Contract, submit an up-to-date plant and equipment list with each progress payment request. Include rented equipment as well as lease purchase or sale leaseback equipment on the lists. Initial list and the revised monthly lists must indicate dates equipment is assigned to or removed from the project; deadline dates for repairs and returned for use; dates of the most recent and planned inspections; and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.21.3 Movement of Equipment by the Contractor

a. Unless otherwise noted, any vehicle crossing a project bridge is limited to AASHTO LRFDUS, HL-93 vehicle and load requirements. Submit a loading diagram for approval showing wheel loads, wheel spacing, and travel speed a minimum of 15 days prior to operating any equipment or vehicles in excess of 72,000 pounds gross vehicle weight (GVW) and axle loads of 32,000 pounds. Prior coordination and approval for such loads must be obtained before proceeding. No exclusion trucks, multi-axle specialized hauling vehicles (SHV) or mobile cranes will be allowed on a bridge deck without prior review and approval. At a minimum, the loading diagram must include but not be limited to the following information:

(1) A typical section and plan view of the bridge, the position of the wheel loads and wheel spacing of the truck or crane.

(2) The GVW of the vehicle and all axle weights.

(3) For cranes, the location and weight of axles before and after counter weights are installed, all outrigger loads, required crane boom length, weight and location of center of gravity. This should also include the effects of guy lines, upper spreader and jib mast. If using a jib, show the length, weight, and location of the center of gravity.

b. Any SHV's authorized to drive on the bridge deck must have all lift axles lowered and fully engaged while the vehicle has any load. For cranes, all specialized boom trailers must be engaged until a final set up with the outriggers are made and approved.

1.22 CONTRACTOR USE OF GOVERNMENT CRANES

The Contractor will not be allowed to use Government cranes for any work or access. Use Contractor-furnished equipment to facilitate installation or

01 10 10.00 25-10 handling of items and equipment for this Contract.

1.23 CRANES AND HEAVY EQUIPMENT

1.23.1 Contractor Crane Safety

a. Contractor's cranes and equipment furnished for this work must conform with all applicable OSHA requirements, EM 385-1-1, and Section 00700 Contract Clause 52.236-13 Alt I, ACCIDENT PREVENTION -

ALTERNATE I.

b. Thirty days prior to beginning site work, submit for approval a Lifting Diagram addressing such issues as maximum load, maximum wind speed, lifting radius, and all other applicable information required by EM 385-1-1 and OSHA. Include deck protection, prior to using any cranes on the deck.

1.23.2 Contractor Crane Testing

Prior to use on the project, test all Contractor cranes in accordance with EM 385-1-1. Crane testing must be witnessed by the CO. Provide 48 hours notice of the test, excluding weekends and federal holidays, to the Government.

1.23.3 Contractor's Cranes and Heavy Equipment

Coordinate with the CO and submit the planned method of transportation and operation of Contractor-furnished cranes and other heavy equipment to be used in the performance of this Contract for Government approval. The loading plan for cranes and heavy equipment must include the type, size, loading, and placement of outriggers of all cranes or heavy equipment, and the proposed transportation routes and work areas to be used on the project. Operation of heavy equipment adjacent to existing structures must be avoided when possible.

1.24 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Inform the CO immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes it has no responsibility. The failure or abnormality shall not be disturbed until witnessed by the CO. Prior to proceeding further with work, the Contractor and the Government shall agree in writing as to the responsibility for the damage or abnormality. Any damage or abnormal conditions not reported as specified above must also be corrected.

1.25 NOISE CONTROL

1.25.1 General

Noise control and noise levels must conform to requirements set forth in the appropriate regulations, including EM 385-1-1, Section 05.C, 29 CFR 1910.95, 29 CFR 1926.52, and 29 CFR 1926.101. The most conservative requirement must govern.

1.25.2 Nighttime Noise Limitations

During construction, the noise levels, as measured from the nearest dwelling, must not exceed 50 decibels during the hours from 2200 hours to 0700 hours.

01 10 10.00 25-11

1.26 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.27 DISPOSITION OF MATERIALS

Submit the location of the Contractor's offsite disposal area and a plan for safe disposal of material in the Disposal Plan. Dispose of all demolished material and miscellaneous materials off-site in conjunction with Section 01 57 20.00 25, ENVIRONMENTAL PROTECTION, and in accordance with all local, state, and federal rules and regulations.

1.27.1 Daily Cleanup and Disposal

Keep all work areas reasonably neat on a daily basis. Collect, remove, and dispose of all debris resulting from the work, such as waste metalwork, packing cases, scrap lumber, and other debris off-site at least once per week. Do not use the Government's trash cans, dump boxes, and other containers. Do not dispose of liquid waste in Project drains. All costs of removing debris must be incidental to the work, and therefore, no separate payment will be made.

1.27.2 Disposal and Salvage of Equipment and Miscellaneous Materials

Title to all materials and equipment to be disposed of, excepting materials salvaged for the Government, will be vested in the Contractor when beginning disassembly work or when such materials and equipment are designated as scrap. The Government will not be responsible for the condition, loss, or damage to such property after title transfer. The Contractor may retain these items in usable form and take possession of them providing that there is no subsequent cost or inconvenience to the Government. The Government does not guarantee that these items are complete or in working order and the Contractor must assume responsibility for any damages caused by their use immediately upon taking possession of them.

1.28 SALVAGE

Some items will remain the property of the Government during the Contract and after completion to be used as spares by the Willamette Valley Project for the non-repaired gates. Salvage must include removal of the material, equipment, etc., from its present location and transporting, bundling, protecting, cleaning, and storing it on-site as directed. Salvage items will be those specified. Maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the CO. Contractor must be responsible for the storage and protection of all salvaged materials and equipment and must replace all salvage materials and equipment which are stolen, broken, or damaged during the salvage operations as the result of the Contractor's negligence or while in the Contractor's care. The following items must be salvaged:

a. one gate set of gear reducers (right and left)

b. one worm gear reducer

c. one motor

01 10 10.00 25-12

d. one brake

e. one limit switch

The Contractor shall retain all salvage items if option for all gates being repaired is exercised.

1.29 CARE OF DRAINS

Existing Intake Structure floor drains including the electrical/mechanical room floor, roadway deck, and other discharge drains must not be used for disposal of any solid material and or any liquids other than clear water.

Demonstrate that the pipes and drains are unobstructed when so directed and clean and remove materials from drains when obstructed.

1.30 LEAD BASED PAINT

Lead paint is suspected to be present on the tainter gate components at Hills Creek Dam. Any paint removed from the guides for drilling for reinforcing must be completed with a chemical paint stripping compound and contained for proper disposal. Take care to minimize the amount of hazardous waste generated. Only local areas subject to drilling must have the lead based paint removed prior to drilling. Paint strippers shall not be allowed to be used below the water surface or come in contact with water. Rags used to remove paint may be disposed with the Project's hazardous waste stream. Place generated waste into approved DOT drums (1A1/1A2). Notify the Project Environmental Compliance Coordinator when drums are full and ready for disposal. The Contractor must be responsible for following all EPA, OSHA, and EM 385-1-1 standards, as well as 29 CFR 1926.62, all state, and local ordinances pertaining to the proper removal, handling, and disposal of hazardous waste. Chemical paint strippers must not contain methylene chloride. Removal, handling, and disposal of LBP must be considered incidental to the work and no separate payment will be made therefore.

1.31 PRESERVATION OF HISTORICAL, ARCHEOLOGICAL, AND CULTURAL

RESOURCES

If during construction activities items are observed that might have historical or archaeological value, such observations must be reported immediately so that the appropriate authorities may be notified and a determination can be made as to their significance and what, if any, special disposition of the finds should be made. Cease all activities that may result in the destruction of these resources and prevent employees from trespassing on, removing, or otherwise damaging such resources.

1.32 PROTECTION OF MATERIAL AND WORK

All materials, supplies, tools, equipment and Government property (including all tools, equipment, and special devices supplied by the Contractor and to be turned over to the Government at the end of the Contract) must at all times be protected and preserved in an approved manner. If material, equipment, supplies, and work performed are not adequately protected, such property may be protected by the Government and the cost thereof will be charged to the Contractor or deducted from any payment due.

01 10 10.00 25-13

1.33 PROTECTION OF EXISTING UTILITIES

Protect existing utilities in accordance with Contract Clause 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS. Repairs must be made immediately and at Contractor's expense.

1.34 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Protect all existing facilities whether or not shown on the drawings or referenced in the specifications. Upon completion of the work, all the existing facilities, not included as a portion of the work, must be left in a condition equal to the original condition prior to the Contract. Costs for repair and restoration of any facilities must be considered to be incidental to and included in the Contract price.

1.35 RESTORATION OF PROJECT ROADS

Project roads used for construction access will be evaluated and must be restored to their original condition by the Contractor as required. Repair and restoration must be made at the expense of the Contractor.

1.36 COMMISSIONING PLAN

Submit a draft commissioning plan for approval 50 days prior to commissioning. The Government will submit comments for incorporation into the final plan 30 days prior to commissioning. Submit the final commissioning plan no later than 15 days prior to commissioning.

Commissioning will not be authorized to proceed until the final commissioning plan has been approved by the Government. The following items are required for new or significant modifications to existing equipment and systems, but not limited to:

1.36.1 Description

Provide one or two paragraph description of the equipment and/or systems to be commissioned.

1.36.2 Team

List all commissioning team members including Government, Contractor, subcontractors, suppliers, and/or manufacturers. Specifically identify the clearance holder(s) and the commissioning lead. Identify lines of authority. Revise and resubmit this listing when personnel changes occur.

1.36.3 Dates

Identify commissioning start and end dates, in accordance with Section

01 32 01.00 25, PROJECT SCHEDULE.

1.36.4 Safety

Identify items, in bulleted list format, that shall be specifically addressed in the AHA, Section 01 35 26.00 25, GOVERNMENTAL SAFETY REQUIREMENTS, for this activity.

1.36.5 Environmental

Identify any potential environmental effects of this work. Identify any of the work that needs to be completed in addition to the Environmental

01 10 10.00 25-14

Protection plan, Section 01 57 20.00 25, ENVIRONMENTAL PROTECTION. The requirement to cover drains or deploy oil booms are two examples of such work items.

1.36.6 Safe Clearance Procedures

Describe any changes in the applicable clearances during commissioning.

Describe how and when the clearances shall be adjusted throughout the commissioning. Safe clearance procedures must be in accordance with Section 01 35 26.00 25, GOVERNMENTAL SAFETY REQUIREMENTS.

1.36.7 Steps

List all steps in the commissioning procedure in chronological order.

Identify all points in the procedure where the process may need to be aborted or key decisions made. For all measurements, identify allowable minimum and maximum values. For each step, identify who is responsible for conducting the work.

1.36.8 Contingency Plans

Identify any points in the plan where failure may occur and what the contingency plan shall be in that case.

1.36.9 Documentation

List all documents that must be used to track measurements and readings during the test.

1.36.10 Operation and Maintenance (O&M) Manuals and As-Built Drawings

Include draft O&M manuals, as required in Section 01 78 23.00 25,, OPERATION AND MAINTENANCE DATA, and redlined as-built drawings, as required in Section 01 78 39.00 25, PROJECT RECORD DOCUMENTS, marked "Draft".

1.37 COMMISSIONING REPORT

Complete commissioning and submit report for approval documenting the execution and results of all items of work in the approved commissioning plan within 45 days of completion. Include documentation of all tests, including those required in the applicable Technical Sections of the Contract.

1.38 CONTRACTOR SURVEY DATA

1.38.1 Survey Field Notebooks

In addition to Contract Clause 52.236-17, LAYOUT OF WORK, State of Oregon licensed professional land surveyors must perform Contractor surveys.

Submit waterproof Survey Field Notebooks written in a legible, sequential manner. No erasures are to be made. Field notes must be reduced and checked with each page initialed by the reviewer. Initial reductions must be made in black pencil; corrections by reviewing personnel must be in red pencil. An electronic data collection device may be used, provided that the resulting field data is submitted on 8 1/2- by 11-inch paper. Written data collector information must contain the offset distance from the location line/preliminary line/base line, the elevation reading, the station, and a brief feature description. Label information submitted to indicate each facet of work and include all computations and coordinates.

01 10 10.00 25-15

Each notebook submitted must bear the signature and seal of a registered land surveyor following the statement: "I certify that the data in this field notebook has been reviewed and checked and is true and correct."

1.38.2 Data Storage

In addition to field notes submit a CD-R using the current version of Microsoft Windows© Operating System. The file must contain coordinates, elevations, and station values relating to control points on the location line/preliminary line/base line and cross sections along the line. The information must be IBM PC compatible, and presented in the American Standard for Information (ASCII) format. Data on the disk must conform to the following format:

a. An 80-column format with 15 columns devoted to Northing coordinates, Easting coordinates, elevations, and location line/preliminary line/base line station values. Reserve the remainder of the 80 columns for additional designations.

b. The Northing (Y) and Easting (X) coordinates and elevation values must be shown to three places to the right of the decimal and be right justified.

c. A point identification abbreviation must be entered in the field immediately right of the station value. Typical points and identifications are: angle point (AP); back tangent (BK TAN); forward tangent (FWD TAN); angle split (A SPLT); point of curve (PC); point of tangent (PT); and other significant features such as top of rock, centerline of road, railroad bridge, edge of pavement, corner of building, etc.

1.39 WELDING RESTRICTION

The following welding restrictions shall be in place throughout the duration of the contract. These restrictions are in addtion to any other restrictions that may be imposed from other Sections of the Contract documents.

a. Do not perform welding on any gate if the pool is in contact with the gate's skin plate.

b. Do not perform heat straightening on any gate if the pool is in contact with the gate's skin plate.

1.40 GATE, SPILLWAY AND RESERVOIR OPERATIONS, REQUIREMENTS, AND RESTRICTIONS

Plan the Work according to the following items:

a. Hills Creek Dam does not have stoplogs or bulkheads available to dewater a spillway slot during construction. Keep two gates fully operational at all times (except for equipment tie-ins) so that the Government can use it to pass flow. Keep the spillway downstream of the fully operational gate clear from any and all impediments so that the Government can pass flow. The gate being worked on shall be affixed to the spillway pier to allow the gate to act as a stoplog when pins are out of the trunnions. Submit a Pier Anchoring Plan, for approval, to affix the skinplate to the spillway piers with a design head elevation of 1520 feet. Refer to Appendix A at the end of this section for the operating levels of the reservoir pool. Block only the spillway

01 10 10.00 25-16 and the space above it from the gate to the end of the downstream trunnion pier on the gate that is being worked on.

b. Coordinate with the Government a minimum of two weeks in advance of any equipment tie-ins or other circumstances that require any gate to be off seal. All attempts will be made to keep the pool below the spillway crest of 1495.5 feet from 15 July to 15 September, but the Contractor must coordinate specific times when this will be required.

c. Do not stage vessels, obstructions, or construction equipment in the reservoir upstream of either…