A.07.24_W9127N-17-R-0043_Amendment_0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

PROJECT TITLE: OAKS BOTTOM WILDLIFE REFUGE TIDAL RESTORATION PROJECT

SEE CONTINUATION PAGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 20-Jul-2017

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-17-R-0043

X 9B. DATED (SEE ITEM 11)

22-Jun-2017

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

20-Jul-2017

CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-17-R-0043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

AMENDMENT 0002

1. This modification is issued to update the technical specifications and drawings as follows:

Section 00800 – Special Contract Requirements:

- FAR 52.211-12 Liquidated Damages – Construction has been updated.

Division 01 – General Requirements:

- Section 01 10 10.00 25 Paragraph 1.7 has been updated.

- Section 01 10 10.00 25 Paragraph 1.7.3 has been updated.

- Section 01 10 10.00 25 Paragraph 1.17.3 has been updated.

- Section 01 10 10.00 25 Paragraph 1.17.4 has been updated.

Division 05 – Metals:

- Section 05 50 15.00 25 Paragraph 1.2 has been updated.

- Section 05 50 15.00 25 Paragraph 2.1.8 has been updated.

- Section 05 50 15.00 25 Paragraph 2.2.1 has been updated.

- Section 05 50 15.00 25 Paragraph 2.2.1.1 has been updated.

- Section 05 50 15.00 25 Paragraph 2.2.2.3 has been updated.

Division 32 – Exterior Improvements:

- Section 32 92 19.00 25 Paragraph 1.4 has been updated.

- Section 32 92 19.00 25 Paragraph 2.2.2 has been updated.

- Section 32 92 19.00 25 Paragraph 2.5.2 has been updated.

Attachments:

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

- Attachment A5: Oregon Wage Rates has been updated from Davis-Bacon Wage Determination OR59

(Modification 7 Dated 06/16/2017) to Davis-Bacon Wage Determination OR59 (Modification 8 Dated 06/30/2017).

- Attachment A15: Arborist Report has been added.

2. The proposal due date has been extended from 31 July 2017 at 4:00 PM to 8 August 2017 at 4:00 PM.

3. All other terms and conditions remain unchanged.

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 31-Jul-2017 04:00 PM to 08-Aug-2017 04:00 PM.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) -

ALTERNATE I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed (NTP), (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than:

IN-WATER WORK WINDOW: July 1, 2018 to October 31, 2018

RAILROAD OUTAGE: August 4, 2018 to September 3, 2018

FINAL CONSTRUCTION PHYSICAL COMPLETION: December 31, 2018

CONTRACT END DATE: March 31, 2019

The time stated for IN-WATER WORK WINDOW includes all work performed below the Ordinary High Water Mark (OHWM) + 12.8 FT COP.

The time stated for RAILROAD OUTAGE includes all work to facilitate installation of the pre-cast culvert. The railroad shall only be out of service during this period.

The time stated for FINAL CONSTRUCTION PHYSICAL COMPLETION includes physical completion of all site work, site cleanup, and demobilization.

The time stated for CONTRACT END DATE includes submission and approval of all final remaining work documents. (See Sections 01 33 00 Submittal Procedures, 01 78 23.00 25 Operations and Maintenance Data, and 01 78 39.00 25 Record Drawings for final work document requirements.)

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by 1 February 2018. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION

(a) If the Contractor fails to complete the work within the time specified in contract clause 52.211-10, the Contractor shall pay liquidated damages to the Government for each calendar day of delay until the work is completed or accepted in the amount of:

$2,275.00 for each calendar day after the RAILROAD OUTAGE.

$1,409.00 for each calendar day after the FINAL CONSTRUCTION PHYSICAL COMPLETION.

$560.00 for each calendar day after the CONTRACT END DATE.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the termination clause.

(End of clause)

(End of Summary of Changes)

Oaks Bottom Wildlife Refuge Tidal Restoration Project

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 56 39.00 25 TEMPORARY TREE AND PLANT PROTECTION

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 39.00 25 PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 25 DECONSTRUCTION

DIVISION 03 - CONCRETE

03 20 00.00 25 CONCRETE REINFORCING

03 31 01.00 25 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 40 00.00 25 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 05 - METALS

05 50 15.00 25 CIVIL WORKS FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00.00 25 ROUGH CARPENTRY

06 73 01.00 25 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

DIVISION 31 - EARTHWORK

31 00 00.00 25 EARTHWORK

31 05 19.00 25 GEOTEXTILE

31 05 21.00 25 GEOGRID SOIL REINFORCEMENT

31 11 00.00 25 CLEARING AND GRUBBING

31 23 00.00 25 EXCAVATION AND FILL

31 62 16.16 25 STEEL H-PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24.00 25 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10.00 25 BITUMINOUS TACK AND PRIME COATS

32 12 16.00 25 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13.00 25 CHAIN LINK FENCES AND GATES

32 92 19.00 25 SEEDING

DIVISION 34 - TRANSPORTATION

34 11 00.00 25 RAILROAD TRACK AND ACCESSORIES

PROJECT TABLE OF CONTENTS Page 1

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.00 25 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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 PERMITS AND RESPONSIBILITIES

1.6 IN-WATER WORK

1.6.1 In-Water Work (IWW) Periods

1.6.2 In-Water Work Activities

1.7 WORK RESTRICTIONS

1.7.1 Roads and Walks

1.7.2 Railroad Restrictions and Information

1.7.3 High Voltage Powerline

1.7.4 Abandon Gas Line

1.8 TURTLE NESTING

1.8.1 Turtle Nesting Site

1.8.2 Turtle Nesting Site Construction

1.9 INCLEMENT WEATHER CONSTRUCTION

1.10 UTILITY OUTAGE REQUEST AND UTILITY CONNECTION REQUEST

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 U.S. Coast Guard Notice to Mariners

1.14.4 Employee Access and Parking

1.14.5 Public Access

1.15 GOVERNMENT TRAILER

1.16 CONTRACTOR PROVIDED EQUIPMENT

1.17 SECURITY PROCEDURES

1.17.1 Project Security

1.17.2 Contractor's General Personnel

1.17.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.17.4 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM. PROPOSED LANGUAGE

1.17.5 Identification of Contractor Vehicles

1.17.6 Use of Private Vehicles

1.18 CONSTRUCTION PROJECT IDENTIFICATION SIGN

1.19 UTILITIES

1.19.1 Sanitary Facilities

1.20 CONTRACTOR'S EQUIPMENT

1.20.1 Contractor's Planned Equipment Methods

1.20.2 Plant and Equipment List

1.21 CRANES AND HEAVY EQUIPMENT

1.21.1 Contractor Crane Safety

1.21.2 Contractor Crane Testing

1.22 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

SECTION 01 10 10.00 25 Page 1

1.23 USE OF EXPLOSIVES

1.24 DISPOSITION OF MATERIALS

1.24.1 Daily Cleanup and Disposal

1.24.2 Disposal and Salvage of Equipment and Miscellaneous Materials

1.25 PROTECTION OF MATERIAL AND WORK

1.26 PROTECTION OF EXISTING UTILITIES

1.27 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.28 RESTORATION OF PROJECT ROADS

1.29 CONTRACTOR SURVEY DATA

1.29.1 Survey Field Notebooks

1.29.2 Data Storage

1.30 WARRANTY

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 10 10.00 25 Page 2

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

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

Utility Outage Request

Utility Connection Request

Access Agreements and Work Areas; G

Contractor's Planned Equipment Methods; G

Plant and Equipment List; G

Lifting Diagram; G

Tree Removal Work Plan; G

Disposal Plan; G

Traffic Control Plan

SD-06 Test Reports

Survey Field Notebooks

SECTION 01 10 10.00 25 Page 3

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 (per Section 01 32 01.00 25, PROJECT SCHEDULE). 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 Alt I, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK - ALTERNATE I. Other Contractor's work must also be coordinated in accordance with Contract Clause 52.236-8, OTHER CONTRACTS.

1.5 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).

1.6 IN-WATER WORK

1.6.1 In-Water Work (IWW) Periods

The Government has established interim construction completion date, described as "in-water work periods," coinciding with the annual cycles of fish migration and related allowed maintenance periods. In general, this is a work period that allows for work in the water, on the water, and adjacent to the water where the work might affect fish passage. The IWW period established for this Contract is: July 1 to October 31.

1.6.2 In-Water Work Activities

For purposes of this Contract, work items that must be restricted to the IWW period, along with further work restrictions, are described as work below the Ordinary High Water Mark (OHWM) +12.8 FT COP.

1.7 WORK RESTRICTIONS

a. The Springwater Corridor's Gross Vehicle Weight (GVW) is restricted to 5,000 lbs. Paving material and equipment are exempt from this requirement and will be allowed to access the site from the Springwater corridor. Any damage to the Springwater corridor must be repaired at the expense of the contractor to pre-existing conditions. See Sheet C-101, Note 4 for additional information.

b. Springwater corridor may only be closed to pedestrians July 1, 2018 to October 31, 2018.

c. Equipment and material movements to and from the work area must be conducted by rail or marine access.

d. Provide a Tree Removal Work Plan 30 days after NTP. The plan must outline the trees needing to be removed by the Contractor to gain access to the site as well as complete the construction. The tree removal must take place during November 2017 - January 2018 to prevent birds from nesting. Nesting birds could impact the ability to perform work in the construction work limits.

SECTION 01 10 10.00 25 Page 4

e. Non-park Use of Park Property (NPUP) permits must be completed and accepted prior to construction. See attachment A9.

f. An old trestle is anticipated to be encountered in the location of the culvert construction. Requirements for monitoring the removal of the trestle in the impacted area are specified in section 01 57 19.00 25 Temporary Environmental Controls. Contractor must assume 5 tons of contaminated media (wood, piles, fasteners, etc) will be located in the excavation. Dispose of material in accordance with section 01 57 19.00 25 Temporary Environmental Controls.

1.7.1 Roads and Walks

Keep roads and walks free of dirt and debris at all times.

Close the Springwater Trail to all bicycle and pedestrian traffic during replacement of the culvert and as necessary to accommodate construction traffic and other activities. No trail closure will be permitted until the area is signed and secured according to the Traffic Control Plan.

Pedestrian/Bike traffic access to Oregon Yacht Club and Oaks Amusement Park, via Springwater Trail, must be maintained throughout project

a. Trail will be Hard Closed from the Oaks Park pedestrian ramp north to the pedestrian/bike undercrossing.

b. Closure will be 24 hours per day and 7 days per week. Local access will be allowed up to the Hard Closure points. When contractor is using Springwater Trail between south staging area and hard closure, flagging is required.

c. Traffic Control Plan must show any additional sidewalk or bike lane closures.

d. Provide a minimum of 9 project signs. Camera-ready artwork will be provided for the Project signage.

e. Temporary Signing - Furnish new or acceptable temporary signs and accessories meeting the following requirements:

(1) Signs - Use materials and fabricate signs conforming to the following:

(a) Size and Shape - Use standard size and shape signs meeting the CoP requirements unless otherwise specified or ordered.

Double-face signs will not be allowed except for flagger "STOP/SLOW" sign paddles.

(b) Type - Use Type "O3," "O4" or "O5" signs, unless otherwise indicated in the TCP. Fabricate these signs on one of the following materials:

- New sheet aluminum sign blanks.

- New extruded aluminum panels.

- Use sheet aluminum sign blanks that are without bends, tears, holes, or dents and that have been cleaned to bare metal.

SECTION 01 10 10.00 25 Page 5

- 3/4 inch high-density overlay plywood.

- 3/4 inch medium-density overlay plywood.

- Light-weight sign substrates from the CPL.

(c) Folding or Turning Signs - Temporary signs on posts may be the folding or turning type as long as they can be locked when not in use so the sign message is not visible to any traffic.

(d) Roll-up Signs - Use roll-up signs with fluorescent orange roll-up sheeting from the CPL.

(2) Sign Supports:

(a) Wood Sign Posts - Use wood sign posts in the sizes and quantities as shown on the ODOT standard drawings and according to 02110.40, except posts may be untreated.

(b) Portable Sign Supports - Use portable sign supports from the CPL and conforming to the following:

- Free standing.

- Capable of supporting signs in vehicle-caused turbulence and in winds common to the area where they are used.

If additional ballast is required to maintain the signs in an upright position, use sandbags to anchor the sign support legs. Place a sandbag filled with loose sand (approximately 25 pounds) across the bottom of each leg as needed.

(c) Concrete Barrier Sign Supports - Use concrete barrier sign supports that meet the following:

- Conform to the ODOT standard drawings.

- Attach securely to the top of the concrete barrier.

(d) Temporary Sign Supports - Fabricate and use TSS as shown on the ODOT standard drawings except posts may be untreated.

(e) Perforated Steel Square Tube Sign Supports - Use perforated steel square tube sign supports as shown on the ODOT standard drawings.

(3) Sign Covers:

Temporary Signs - Sign covers for temporary signs must be:

- One-piece plywood.

- Other sign cover from the CPL.

- Large enough to completely cover the sign.

- Easy to attach to and remove from the sign without damaging the sign face.

SECTION 01 10 10.00 25 Page 6

- Black, non-reflective and opaque.

(4) Sign Flags - Sign flags must be:

- Fluorescent red-orange.

- 16 inch square or larger.

- Made from an acceptable tightly woven fabric or plastic sheeting.

(5) Amber Flashers - Amber flashers must:

- Be industry standard 8 inch traffic signal head with visors.

- Be visible the full width of the traveled way and shoulders 1,200 feet from the flashers.

- 110/120 volt or 12 volt rechargeable, battery-operated.

- Provide a constant flash rate of one flash per second +10 percent.

- Provide an illuminated period of each flash of 30% +10% of each flash cycle.

(6) Sign Flag Boards - Use sign flag boards as shown on the ODOT standard drawings.

f. One month prior to construction, place Type "W1" "Bicycle Wayfinding" signs to direct pedestrian and bicycle traffic at the following locations:

- Springwater Trail entrance at SE Ivon (at SE 4th).

- SE Mitchell & SE Milwaukie Ave in parking lot at entrance of trail.

- SE Spokane & Springwater Trail (at SE Oaks Park Way).

- SE Ochoco & SE 19th.

Mount each sign above the striped panel of a Type II barricade placed in front of the secure closure, facing the main direction of pedestrians/bicycles approaching the site.

At beginning of construction, install Type "W1" "Bicycle Wayfinding" signs to direct pedestrian and bicycle traffic at the following locations:

- SE Caruthers & SE 4th Ave

- SE Spokane & SE 19th

- SE Umatilla & SE 19th

Barricades and fencing are to remain in place, except as required for actual work, until the trail is reopened to the public.

SECTION 01 10 10.00 25 Page 7

1.7.2 Railroad Restrictions and Information

a. Oregon Pacific Railroad (OPRR) is responsible for track construction, including removal, storage, and replacement of railroad track, ties, connections, and ballast rock at the open cut for the culvert replacement.

b. Contact information for the Oregon Pacific Railroad Company is as follows:

Mr. Dick Samuels, General Manager Oregon Pacific Railroad Company PO Box 22548 Portland, Oregon 97269

(503) 659-5452 (Office; Message Phone and Daytime Operations Contact)

(503) 936-4199 (Dick Samuels Cell - Emergency Contact)

(503) 939-8886 (Craig Samuels - Alternate Emergency Contact)

(503) 659-6546 (Fax)

c. OPRR will remove approximately 132 track feet of track including rails, ties, and ballast by close of business August 3, 2018 at no cost to the contractor. If any additional rail removal is needed, coordinate with OPRR. All costs associated with additional rail removal will be at the Contractor's expense. The railroad will be out of service from August 4, 2018 through September 3, 2018. The Contractor will have access to begin culvert excavation on August 4, 2018. Site must be ready for OPRR to reconstruct the railroad line by close of business September 3, 2018.

d. The Contractor is responsible for coordination of construction activities, permits, and insurance requirements with OPRR. The Contractor must ensure that OPRR has removed the railroad by August 4, 2018.

e. The Contractor must take precautions to not damage the railroad and ties at all times. Submit a railroad crossing procedure, including means and method for protecting the railroad during the construction.

f. Coordinate with OPRR for the use of the railroad during construction as needed.

g. Driving on the track is not permitted.

h. Outside the railroad outage, OPPRR will operate an excursion train on Saturdays between 1100 and 1700 as far south as Oaks Park. During the railroad outage, OPRR will limit operation of the excursion train to a point to the north of the work area. OPRR will also operate a freight train on Wednesday evening between 1600 and 2000 and other evenings as agreed upon by OPRR and the Contractor. Coordinate with OPRR to not interfere with their schedule.

i. For additional railroad requirements reference Section 34 11 00.00 25

RAILROAD TRACK AND ACCESSORIES.

1.7.3 High Voltage Powerline

a. Powerline is owned by Portland General Electric (PGE). All

SECTION 01 10 10.00 25 Page 8 coordination to de-energizing the powerline will be the responsibility of the Contractor. Contact information for PGE is as follows:

Matt Gordanier Transmission Engineering Tel: (503) 736-5724 Cel: (503) 313-1222 Matt.Gordanier@pgn.com

b. The Contractor must follow all safety requirements outlined in the EM-385-1-1 for working near an energized line. PGE will not provide a safety watch.

c. The Contractor must provide 30 day notice of required transmission shutdown to PGE. Notice to include the specific locations of work to be performed. Contractor must show transmission shutdown on construction schedule.

d. A mandatory on-site safety meeting will need to be conducted prior to PGE de-energizing the line. A line must be assumed energized unless grounds are installed by PGE and are visible at all times from the work location.

e. In the event of a major storm, high temperatures (defined as 90°F or above), or other system disturbance, PGE reserves the right to energize the powerlines at any time during the outage. The Contractor should anticipate five days during the month of August that the line will be energized due to high temperatures. PGE requires that the Contractor construction activities be planned such that, in an emergency situation, PGE line crews will be able to re-energize the line within 4 hours. Sequence work so activities in the area that would be impacted by energized powerlines are completed before work that is not impacted by energized powerlines and adjust as needed to avoid impacts from energized powerlines.

1.7.4 Abandon Gas Line

Prior to cutting the gas line, the Contractor must have NW Natural's Leakage Inspector onsite to assure the line is safe. Contact information for NW Natural is as follows:

John Good NW Natural 503-705-2357

1.8 TURTLE NESTING

This work is considered incidental and will be paid under CLIN 0003 Channel Construction.

1.8.1 Turtle Nesting Site

This work consists of installing a turtle nesting site along the south embankment of the channel near the eastern end of the culvert. The location, shape, and depth of the turtle nesting site will be field located and fit by the Government within the area identified in the plan sheets. No material is to be imported for the construction of the turtle nesting site.

SECTION 01 10 10.00 25 Page 9

1.8.2 Turtle Nesting Site Construction

Construction of the turtle nesting site must meet the following:

a. The existing soil of the turtle nesting bed must be scarified to a depth not exceeding one foot.

b. The area of the turtle nesting site must not exceed 1250 square feet.

c. The finished turtle nesting site must be free of any soil clumps or vegetation 1 inch or larger.

d. The turtle nesting site must not be revegetated or seeded and is to remain clear of vegetation or debris.

1.9 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule must reflect adverse weather days in all weather dependent activities as defined in 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.

1.10 UTILITY OUTAGE REQUEST AND UTILITY CONNECTION REQUEST

a. Obtain digging permits prior to start of excavation. Notify the Contracting Officer (CO) at least 48 hours prior to starting excavation work. Verify and mark all utilities not shown.

b. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated or specified to be removed but indicated in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

c. Schedule work to hold outages to a minimum. Coordinate with Portland General Electric (PGE) company to schedule outages during work windows.

d. Contractor will not be entitled to additional payment for utility outages and connections required to be performed.

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

SECTION 01 10 10.00 25 Page 10 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. Distribute weekly coordination meeting minutes no later than the close of business the next business day.

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 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 Contracting 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 must be reached prior to initiation, construction, or delivery.

c. The existing access roadway and any associated access roads on the Project, must 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.

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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 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.

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 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. Access to the Contractor's work areas will be available by land through the Springwater Trail or by water through the Willamette River.

1.14.3 U.S. Coast Guard Notice to Mariners

For each general area of operation, notify the United States Coast Guard at least 10 days prior to start of work, and weekly thereafter. The notifications must be certified and a copy attached to the Contractor's daily report. Direct correspondence to 13th Coast Guard District, Office of Aids to Navigation, (OAN) Seattle, Washington. The 13th District may be contacted via phone at 206-220-7280, FAX 206-220-7265, or email address D13-PF-LNM@uscg.mil. Information provided by the Contractor in this notification will subsequently be disseminated by the U. S. Coast Guard to

SECTION 01 10 10.00 25 Page 12 the general maritime community through Local Notice to Mariner publications and marine band broadcasts. Include the following information in the notification:

a. Project designation (U. S. Army Corps of Engineers Contract number and Contract title), Contractor's address and day time phone number

b. Name and type of floating plant used

c. Work location and area limits

d. Estimated beginning and ending dates for the project

e. Terminology to be used:

(1) For Cautionary Areas: "Mariners are urged to use extreme caution in the area."

(2) For floating plant operations: "Mariners are urged to transit at their slowest safe speed to minimize wake and proceed with caution after passing arrangements have been made."

f. Circumstances that warrant specific maritime precautions must be handled on a case-by-case basis in coordination with the local U.S.

Coast Guard representatives.

1.14.4 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.

1.14.5 Public Access

Provide barricades or temporary fencing to prevent the public from entering the Contractor's work areas as applicable.

1.15 GOVERNMENT TRAILER

a. Provide the Government Project Engineer with an office, a minimum of 300 square feet in floor area, located where directed and providing space heat, cooling, electric light, and power. Environmental controls must be able to maintain a temperature of 72 degrees Fahrenheit year round. Office must include a minimum of one interior wall and door to separate a portion of the space into a separate office area. Office must be set up and ready for occupancy when site work commences.

Provide a mail slot in the door or a lockable mail box mounted on the surface of the door.

b. Include a 4- by 8-foot plan table, three standard size office desks three five-wheeled, padded, ergonomic desk chairs, with lumbar support and armrests. Additionally, provide a minimum of four folding chairs and a 4 by 8-foot folding table. All furniture must be in good, working condition.

c. The office must have a minimum of one window per 100 square feet

SECTION 01 10 10.00 25 Page 13 with operable window blinds and bars over the windows. Exterior doors, minimum of two, must be lockable with a minimum of four keys provided to the Government.

d. The Contractor's drinking water must be available for consumption by onsite Government employees. Make a refrigerator and microwave available for Government use. The Contractor must provide janitorial services at a minimum of once per week, including emptying of trash cans and sweeping and mopping of floors.

e. Provide sanitary facilities for Government employees at the work site to the satisfaction of the Contracting Officer. At completion of the project, the office will remain the property of the Contractor and must 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 CONTRACTOR PROVIDED EQUIPMENT

The following equipment must be supplied to the Government at or prior to the start of site work:

a. Mobile WiFi Hotspot: One mobile wireless hotspot is required for GQAR use, both on and off the work site. Provide uninterrupted service at all locations with an unlimited usage plan. Provide a signal booster if wireless service is inconsistent.

b. Cellular Phone: One cellular phone is required for GQAR use, both on and off the work site. Provide service to all locations with an unlimited usage plan.

c. Printer/Scanner: Provide a printer and scanner in the Government's office for use by the GQAR 24 hours a day. Anticipate that the printer usage will average 50 pages per week. The printer must have the ability to scan documents, or provide a scanner for the GQAR's use. Provide the necessary software to install the printer drivers on the GQAR's computer along with a USB printer cable.

d. Utility Terrain Vehicle (UTV): Provide one 4-person UTV for exclusive use of the Government. The UTV must meet all requirements of the EM 385-1-1. Provide all fuel, maintenance, and cleaning of the UTV.

Anticipate that the UTV will require five gallons of fuel per week.

Contractor is responsible for securing the UTV when not in use by the Government.

1.17 SECURITY PROCEDURES

1.17.1 Project Security

a. 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.

b. 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

SECTION 01 10 10.00 25 Page 14 suitably backfilled, prior to the end of the shift in which posts are removed, and any other damage must be repaired to preconstruction conditions.

1.17.2 Contractor's General Personnel

a. 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

b. 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.

1.17.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

a. All contractor and all associated sub-contractors employees must comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor must also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

b Contractor and all associated sub-contractors employees must comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.17.4 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM. PROPOSED LANGUAGE

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

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1.17.5 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.

1.17.6 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.

1.18 CONSTRUCTION PROJECT IDENTIFICATION SIGN

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

1.19 UTILITIES

Provide utilities required for the performance of work under this Contract.

1.19.1 Sanitary Facilities

Provide portable, temporary sanitary facilities in accordance with

EM 385-1-1.

1.20 CONTRACTOR'S EQUIPMENT

1.20.1 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.

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.

1.20.2 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.

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1.21 CRANES AND HEAVY EQUIPMENT

1.21.1 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 list, trim, maximum load, maximum wind speed, lifting radius, and all other applicable information required by EM 385-1-1 and OSHA.

1.21.2 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.

1.22 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 must 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.

1.23 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.24 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 19.00 25, TEMPORARY ENVIRONMENTAL CONTROLS, and in accordance with all local, state, and federal rules and regulations.

1.24.1 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.

1.24.2 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

SECTION 01 10 10.00 25 Page 17 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.

1.25 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.

1.26 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.

1.27 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.

1.28 RESTORATION OF PROJECT ROADS

Project roads used for construction access will be evaluated and must be restored to their original condition by the…