A.07.23_Solicitation_W9127N17Q0045_Released.pdf

SEE ADDENDUM

(No Collect Calls)

W9127N-17-Q-0045 10-Aug-2017

b. TELEPHONE NUMBER

503-808-4634

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 24 Aug 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W9127N9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

ROBBIE NEWLAND

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W66QKZ70345517

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 960439 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

PORTLAND DISTRICT RESIDENT OFFICE

CENWP-EC-CE

USACE PORTLAND DISTRICT

4480 SE COLUMBIA WAY

VANCOUVER WA 98661

TEL: 360-328-6711 FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$15,000,000

NAICS:

238910

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT 41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W9127N-17-Q-0045

Section SF 1449 - CONTINUATION SHEET

INSTRUCTION TO OFFERORS

INSTRUCTIONS TO OFFEROR / CHECKLIST

FOR SUBMISSION TO SOLICITATION W9127N-17-Q-0045:

The solicitation is for the crane removal/demolition services at the Foster Dam, Sweet Home, Oregon for the United States Army Corps of Engineers (USACE). Demolition involves removing all equipment from the crane including all lights, hoists, gearboxes, drums, and conduit. The concrete structure shall be removed down to the deck elevation on both the upstream and downstream sides of the roadway. The gearbox for the hoisting equipment has been drained, but there is residual oil in the gearbox and grease on various components. The contractor shall perform these services in accordance with the terms of the contract and as defined in the Performance Work Statement (PWS). Reference Solicitation W9127N-17-Q-0045 for the PWS.

Quotes shall be provided for Contract Line Item Number (CLIN) 0001.

Offeror submission shall be electronically emailed to robbie.newland@usace.army.mil and anna.peine@usace.army.mil. Attach the signed solicitation/quote and additional supporting documentation as a PDF file. We do not accept facsimile (Fax) responses. If you have any questions or concerns, you may contact Mr Robbie Newland at 503-808-4634 or Ms. Anna Peine at 503-808-4612.

Check off completed items.

Standard Form 1449 – Solicitation

______ Block 17a: Enter Address, and Telephone No.

______ Block 17a Code/Facility Code: Cage Code (or DUNS, both from SAM) ______ Blocks 30a-c: Enter Signature, Name, and Date ______ CLINs: Enter Unit Price, Amount, and Grand Total

Standard Form 30 – Amendment to Solicitation (if applicable)

______ Blocks 15a-c Sign and Date Amendment

Supporting Documentation The Offeror shall provide the required information along with the quote as per Clause 52.212-2, Evaluation – Commercial Items. Reference attachments for forms:

______ Contractor Data Information ______ Evaluation of Commercial Items – Technical Proposal. Provide no more than three (3) examples of completed projects that demonstrate the offeror's experience demolishing concrete, mechanical equipment, and electrical components. The submitted examples must be completed within the past five (5) years and must be similar in size, scope, and complexity to this solicitation.

* If an offer does not demonstrate the experience as indicated above, it will not be considered, and therefore not be eligible for award.

ADDITIONAL INFORMATION FOR YOUR USE:

System for Award Management (SAM)

______ Registration is required in the System for Award Management (SAM) prior to award, pursuant to applicable regulations and guidelines. Registration information can be found at www.sam.gov. To process the registration can take a minimum of 10 days to finalize. Registration is necessary in order for the Government (Corps of Engineers) to award a contract and do business with a contractor.

mailto:robbie.newland@usace.army.mil mailto:anna.peine@usace.army.mil http://www.sam.gov/

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Crane Removal/Demolition

FFP

Demolition involves removing all equipment from the crane including all lights, hoists, gearboxes, drums, and conduit. The concrete structure shall be removed down to the deck elevation on both the upstream and downstream sides of the roadway. The gearbox for the hoisting equipment has been drained, but there is residual oil in the gearbox and grease on various components.

FOB: Destination

PURCHASE REQUEST NUMBER: W66QKZ70345517

NET AMT

PERFORMANCE WORK STATEMENT

Performance Work Statement for the

Foster Dam Fish Ladder Crane Demolition Project in Foster Dam, Sweet Home, OR

1.0 General Statement

The fish ladder gantry Crane at Foster Dam was built in 1964 as part of the original Adult Fish Facility. The crane was used to lift upstream migrating adults to the crest of the dam and into the reservoir or trucks. The hopper is currently out of service for maintenance and associated safety concerns. The crane is a concrete structure crossing the entire roadway 35 feet above the deck and is permanently fixed in five places to the dam structure adjacent to the spillway. The crane has various electrical fixtures and mechanical equipment that hang down over the roadway and limit access to the spillway deck. The demolition of the existing crane will ease the installation of Foster’s fish weir and stop logs, provide access and egress for trucks delivering the Project’s fish weir and stop logs, and eliminate height restrictions for hauling materials to the weir worksite. The demolition involves removal of all equipment from the crane including all electrical fixtures, hoists, gearboxes, drums, and electrical conduit. The concrete structure shall be removed down to the deck elevation on both the upstream and downstream sides of the roadway. The gearbox for the hoisting equipment has been drained, but there is residual oil in the gearbox and grease on various components.

The Contractor shall provide all personnel, equipment, tools, materials, vehicles, supervision, and other items and services necessary to demolish the fish ladder gantry crane at Foster Dam and fabricate and install supports for the existing craneway stairs (this can be found in Attachment III labeled DWG FSD-2-40). This firm fixed priced service contract has a Period of Performance from the Date of Award, to Close of Business, 2 February 2018. There are no option years or optional items associated with this contract.

2.0 Definitions

Throughout this contract terms are defined as follows:

• Contracting Officer (KO): The Government employee who is authorized to enter into, administer, and/or terminate contracts and make related determinations and findings.

• Contracting Officers Representative (COR): The Government employee who has been authorized in writing as the contracting officer’s representative, acting within the limits of their authority.

• Quality Assurance Evaluator (QAE): The Government employees responsible for checking Contractor performance.

• Contract Discrepancy Report (CDR): A written record of unsatisfactory performance by the Contractor as observed by the Quality Assurance Evaluator (QAE).

3.0 Government Furnished Equipment

None.

4.0 Contractor Responsibility

The Contractor shall furnish all labor and equipment necessary to perform the work required under these specifications. This includes all labor and equipment necessary to demolish and dispose of the Foster fish ladder crane and fabricate and install supports for the existing craneway stairs and access platform that are not within the extent of the demolition. The Contractor shall be self-sufficient in performing all task requirements. Any Government information required for completion of the identified tasks shall be requested in writing as part of the Contractor’s technical proposal and mutually agreed to as part of the award. Upon completion of the demolition, the Contractor shall remove all Contractor supplied equipment and all surplus material from the Foster Dam site.

All equipment and activities shall meet the requirements of the Corps of Engineers Safety Manual EM 385- 1-1. A list of deliverables is found in Attachment II, Deliverables Schedule.

5.0 Performance Standards and Requirements (Also see Summary in Paragraph 6.0)

The Contractor shall perform all required services as described in the Performance Work Statement (PWS). The Contractor shall submit a Crane Demolition Work Plan within 10 days of contract award for approval. No site work will be performed until the Crane Demolition Work Plan is approved by the CO. The Crane Demolition Work Plan must outline the Contractor’s environmental protection plan to ensure debris and demolished features do not impact the Foster Reservoir or the Foster Project. Environmental protection includes but is not limited to project specific operating procedures that will be used to effectively manage and protect the environment on the project site, prevention/control of pollution and habitat disruption, spalling containment, oil containment, asbestos (wiring) and lead (paint) abatement, and disposal procedures. Demolition debris must not enter the Foster Reservoir or South Santiam River. The Contractor will provide labor and equipment to perform the tasks listed below. Provide procedures for safe conduct of the work in accordance with EM 385-1-1 (http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/).

5.1 Task 1 Submit a detailed narrative of the intended plan to dispose of debris, rubbish, scrap, and other non-salvageable materials resulting from removal operations with all applicable Federal, State, and local regulations. The disposal plan shall be approved by the Contracting Officer prior to the commencement of work.

5.2 Task 2 Submit a Quality Control Plan (QCP) and identify a Contractor Quality Control Systems Manger that meets the requirements of Section 6.4 of this Performance Work Statement. The QCP must be reviewed and approved by the Contracting Officer prior to commencement of work.

5.3 Task 3 Provide safety oversight for the duration of the contract. Identify and submit qualifications for the Site Safety and Health Officer (SSHO) in accordance with Section 7.1 of this Performance work statement. Submit a Job Safety Activity Hazard Analysis (AHA) and Accident Prevention Plan (APP) in accordance with EM 385-1-1. The APP must identify the competent person for all of the hazards identified in the Contractor AHAs.

5.4 Task 4 Before the start of work, supply a Fabricators Quality Control Plan to the Engineer for approval. The Fabricators Quality Control Plan must clearly address Fabricator Qualifications, Welder qualifications, Certified Weld inspector qualifications, and certified welding procedures.

• Submit certificates verifying that the welders performing the work hold current certification in accordance with AWS QC7. Approved CWI is required to be fully authorized to perform duties as described in AWS D1.2/D1.2M chapter 5 "Inspection."

Pre-qualified welding procedures are not permitted. Provide documentation qualifying the welding procedures, welders, and welding inspectors in accordance with the requirements of AWS D1.2/D1.2M, Section 5, and AWS QC1.

• Submit Certified Welder Performance Qualifications (WPQ for each welder, welding operator, or tack welder that will be welding for this job to the Contracting Officer (CO) for approval. Commence fabrication only after WPQs are approved in accordance with paragraph Certified Welding Procedure Specifications (WPS). The approval of a Certified Weld Inspector (CWI), meeting the specified qualifications, is required for all welder qualifications. Welders, welding operators, and tack welders are limited to welding procedures for which they are certified. Prepare, weld, and test all qualification welds in accordance with the requirements of AWS D1.2/D1.2M. Notify the Government in writing 10 calendar days prior to performing WPS/PQR test plates.

• All inspectors, performing structural inspection in accordance with these specifications, are required to be qualified and have current certification in conformance with AWS QC1.

Provide an AWS CWI as the primary point of contact for quality control of welding. Non-certified inspectors and certified associate weld inspectors (CAWI) are not permitted to perform inspection under these specifications. All personnel who perform NDT are required to be qualified in accordance with ANSI/ASNT CP-189 NDT Level II or III. All personnel performing NDT are required to be supervised by personnel possessing a Level http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/

III ASNT NDT certification. Submit copies of certificates showing evidence of qualifications or certifications for welding inspectors and NDT personnel.

• Submit a Welding Procedure Specification (WPS), include Certified Procedure Qualification Records (PQR and supporting test documentation on forms similar or equivalent to the sample forms in AWS D1.2/D1.2M. Fabrication can only commence with WPS and PQRs which have received Government approval. Use welding symbols depicted as per the requirements of AWS A2.4. Individually identify Welding Procedure Specifications and reference on the detail drawings.

• All expenses in connection with qualification and requalification must be borne by the Contractor. A Government Representative is required to be present during retesting.

• Welding is subject to inspection to determine conformance with the requirements of AWS D1.2/D1.2M, the approved welding procedures and provisions stated in other sections of these specifications. Nondestructive examination of designated welds conforms to the requirements of AWS D1.2/D1.2M.

• Perform fabrication/erection inspection to ensure that materials and workmanship meet the minimum requirements of the Contract documents. Final acceptance of all welded joints will be by the CO.

• Perform NDE examination/inspection of structural aluminum weldments in accordance with AWS D1.2/D1.2M. For all visual examination of completed welds, clean and carefully examine welds for insufficient throat or leg sizes, cracks, undercutting, overlap, excessive convexity or reinforcement, and other surface defects to ensure compliance with the requirements of AWS D1.2/D1.2M. Enhance Visual Inspection (VT) for cracks and other discontinuities with a magnifying lens of 5X power wherever required to discern indications or defects otherwise not clear. Measure size and contour of welds with suitable gages. Defective welds must be repaired in compliance with AWS D1.2/D1.2M, Section

5.26. Submit a welding repair plan for approval before repairs are made. Remove defective weld metal to sound metal by use of mechanical as specified by AWS D1.2/D1.2M. Except for repairs of members cut to remove test coupons that were found to have acceptable welds, costs of repairs and retesting are borne by the Contractor.

5.5 Task 5 Provide structural calculations used to detail craneway support walkway handrail sections for the access platform. The calculations must be reviewed and approved by the Government prior to fabrication. The handrail must meet the requirements specified in EM385-1-1 (http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/).

5.6 Task 6 Provide shop drawings, from the fabricator, for use in producing the handrail and structural frames used to support the extents of the craneway walkway that will not be demolished, as shown in Attachment III. Shop drawings must be reviewed and approved by the Government prior to fabrication.

5.7 Task 7 Fabricate and install handrails and aluminum frames to support the access platform connected to the elevator building at Foster project. Drill and install epoxy anchors as shown in Attachment IV, Access Platform Supports.

5.8 Task 8 After all required plans/documents/materials are approved/accepted and prior to work commencement, the Contractor shall coordinate a preparatory meeting with the Foster Operation Staff and COR. The preparatory meeting will discuss the demolition plan, possible/necessary safety and environmental concerns, examine the work area to assure that all required preliminary work has been completed, and ensure compliance with the Specifications. Provide a critical lift/crane loading diagram to perform all necessary demolition in accordance with EM385-1-1. No demolition or deconstruction is allowed until authorization is received from the Contracting Officer.

5.9 Task 9 Removal of asbestos and lead from existing crane structure. The removal of asbestos from the existing crane is considered a Class II operation. All brakes on the crane are assumed to contain asbestos. Previous tests on similar crane brakes were found to be 10 percent chrysotile asbestos.

Additionally, wiring throughout the crane may contain asbestos in the fabric insulation. Remove asbestos containing material (ACM) without damage to or contamination of adjacent work or area.

Where such work or area is damaged or contaminated, restore to its original condition or decontaminate at no expense to the Government. When spills occur, stop work in all affected areas immediately and clean the spill. When satisfactory visual inspection results are obtained and have been evaluated by the Contractor and the CO, proceed with work. Place asbestos waste in approved containers, and apply caution labels on the containers in accordance with 29 CFR 1926.1101 (k), (7) & (8) and meeting the requirements of any state or local regulations, if not already pre-printed on the containers. Thoroughly clean external surfaces of the filled containers by wet sponging prior to being transported out of the regulated areas. Place adequately wetted friable ACM in approved containers.

Apply caution labels on the containers in accordance with 29 CFR 1926.1101 (k), (7) & (8) meeting the requirements of any state or local regulations, if not already preprinted on the containers.

Thoroughly clean external surfaces of the filled containers by wet sponging prior to being transported out of the regulated areas. Do not overfill bags. Twist, tape, and securely seal bags in a goose-neck fashion to prevent accidental opening and leakage. Unless otherwise approved, place bags in drums for staging and transportation to the approved landfill. Place friable asbestos-containing waste with sharp-edged components, or which may puncture the disposal bags or plastic sheeting into approved disposal drums sealed with locking ring tops. Remove, transport and dispose of non-friable asbestos materials in a manner as to prevent the materials from becoming friable. Any time the non-friable materials are handled in a manner that they become friable, requirements for the removal, transportation, and disposal of friable ACM must apply. Haul and dispose of ACM to a State-permitted sanitary landfill in a closed container and comply with all procedures including 40 CFR 61 Subpart M, 49 CFR 171, and 49 CFR 172, and State and local standards. ACM must not accumulate on site for more than 30 days.

Lead paint is suspected to be present on all painted mechanical equipment. Any paint removed 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, cutting, or other disturbance must have the lead based paint removed. Paint strippers are not 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 Lead Based Paint and Asbestos Containing Material must be considered incidental to the work and no separate payment will be made."

5.10 Task 10 Demolish and dispose of electrical components and controls associated with the operation of the existing gantry crane. Disconnect and remove all wire from source to supply. Electrical components include but are not limited to switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items (Reference Attachment V). In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections (http://www.publications.usace.army.mil/USACE- Publications/Engineer-Manuals/).

5.11 Task 11 Demolish and remove all mechanical equipment from the crane, reference Attachment III, FSD-10.0-3-18 (Mechanical equipment includes but is not limited to machinery platforms, couplings, drums, brakes, reels, motors, shafts, and reducers). Recycle scrap metal as part of demolitions and deconstruction operations. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections (http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/).

http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/

5.12 Task 12 Commencement, Prosecution, and Completion of Work. Removal includes, but is not limited to: drive trucks, gantry structure, trolley, all electrical equipment, wiring and conduits, all mechanical equipment, trolley enclosures, cab, all hoists, and ropes. Remove rubbish and debris from Government property daily (or stored in Contractor-furnished receptacles), to avoid accumulation at the work site and prevent blocking of the roadway or debris or oil leaking into the river. Materials that cannot be removed daily may be temporarily stored on the project site in areas designated by the Contracting Officer. From there, pieces further reduced in size must remain as large as practical to fit into trucks to transport to off-site disposal/recycling. All removed components become the property of the Contractor unless otherwise specified. Remove the existing intake gantry crane in a systematic manner from the top of the structure down to the base. Remove structural framing members and lower to the ground by means of mobile cranes, derricks, platforms, hoists, or other suitable methods. Demolish and remove concrete in a manner as to prevent damage to existing structures. Provide square and straight edges, and corners where the existing concrete is demolished. Refer to Attachment III for the extents of the demolition. Recycle structural steel, steel joists, girders, angles, plates, columns, and shapes. Flame-cutting torches are permitted when other methods of dismantling are not practical. Transport structural steel to a recycling facility. Recycle scrap metal as part of demolitions and deconstruction operations. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections (http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/).

5.13 Reference Attachment III for the drawings and pictures of the existing fish hopper crane.

Point of Contact

(1) Jeffrey Hicks, Technical Lead–503.808.4915, Jeffrey.T.Hicks@usace.army.mil

6.0 Performance Requirements Summary (PRS)

The PRS is intended to ensure that the Government receives the services for which it contracted. The Government will only pay for services received. The PRS determines if the Contractor meets the performance standards of the contract, as well as provides guidelines for how and when surveillance will be performed. It ensures timeliness, effectiveness, and that the Contractor is delivering the results specified in the contract. Government Quality Assurance will be performed as necessary to require conformance to the contract requirements.

The Contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable quality levels (AQL) of service required for each requirement. These thresholds are critical to mission success.

6.1 Performance Requirements Summary Table

Below are the criteria against which the performance will be evaluated. Work shall be considered not to have been performed when any one of the following conditions exists in accordance to the Quality Assurance Surveillance Plan (QASP).

PERFORMANCE REQUIREMENTS SUMMARY

Required Services (Tasks) Performance Standards

Acceptable Quality Levels

Surveillance Validated Complaints

Task 1:

Disposal Plan

PWS Paragraph 5.1

Contractor delivers a draft Disposal Plan within 15 days of Contract Award.

Zero Deviation from t h e

PWS

Government Acceptance of Contractor’s

Disposal Plan.

None

Task 2:

Quality Control Plan/CQC Systems

Manager

PWS Paragraph 5.2

Contractor must deliver the QCP and CQC System Manager Qualifications within 15 days of Contract Award

Zero Deviation from the

PWS

Government Acceptance of Contractor’s

QCP.

None

Task 3:

Accident Prevention Plan, Activity Hazard Analysis, and SSHO Qualifications

PWS Paragraph 5.3

Contractor must deliver the APP and SSHO

Qualifications within 15 days of Contract Award

Zero Deviation from the

PWS

Government Acceptance of Contractor’s

APP.

None

Task 4:

Fabricator Quality Control Plan

PWS Paragraph 5.4

Contractor must submit Contractor Qualifications within 15 days of Contract

Award.

Zero Deviation from the

PWS

Government Acceptance of the Fabricator’s

QCP

None

Task 5:

Calculations for New Handrail

PWS Paragraph 5.5

Review and approval of Contractor design handrail in accordance with EM385-1-1, as required by

Attachment III.

Zero Deviation from the

PWS.

Government Acceptance of Required Shop Drawings and Calculations.

None

Task 6:

Handrail and Frame Shop Drawings

• PWS Paragraph 5.6

Review and approval of shop drawings used to produce the structural frames required to support the extents of the craneway walkway that will not be demolished.

Zero Deviation from t h e

PWS

Government Approval of

Required Shop Drawings.

None

Task 7:

Fabricate and Install Handrails and Aluminum

Frames

• PWS Paragraph 5.7

Contractor must delivers and installs aluminum frames as shown in Attachment IV.

Zero Deviation from the

PWS

100% Inspection None

Task 8:

Preparatory Meeting

• PWS Paragraph 5.8

Prior to work commencement, Contractor shall coordinate a meeting with Foster

Operation Staff and COR

Zero Deviation from the

PWS.

Attendance/ Completion of

Preparatory Meeting with

Required Personnel.

None

6.2 Surveillance

Random inspections by the COR and designated QA personnel and verification of completion of each task required by the PWS will serve as the surveillance method. If the COR discovers deficiencies and/or receives complaints, the COR will pass them on to the Contractor's Quality Control Inspector (QCI) for correction.

6.3 Unacceptable Performance

When performance is determined unacceptable, as defined in the Performance Requirements Summary, the QAE will inform the Contractor’s onsite representative that performance is unacceptable and provide written documentation by use of the form DD 2772, Contract Discrepancy Report, (Attachment I). By initialing and dating the form, the Contractor is only acknowledging notification of unacceptable performance. Disputes in surveillance should be referred to the Contracting Officer.

The QAE will notify the COR and the Contracting Officer of less than acceptable performance. If any of the services do not conform to contract requirements, the Government may require the Contractor to perform the services again in conformity with contract requirements, at no increase in contract amount.

When the defect(s) in services cannot be corrected by re-performance, the Government may:

a. Require the Contractor to take necessary action to ensure future performance conforms to contract requirements.

b. Reduce the contract price to reflect the reduced value of the services performed.

c. If the Contractor fails to promptly re-perform the services, or to take the necessary action to ensure future performance in conformity with contract requirements, the Government may:

(a) By contract or otherwise, perform the services and charge to the Contractor any cost incurred by the Government that is directly related to the performance of such service;

Task 9

Removal of Lead and Asbestos

PWS Paragraph 5.9

Remove all Lead and Asbestos in accordance with PWS Paragraph 5.9

Zero Deviation from the

PWS

100% Visual Inspection and Submittal of

Lead Clearance Certification to

Verify Completion

None

Task 10:

Electrical Demolition

PWS Paragraph 5.10

Contractor must remove and dispose of all electrical components related to the crane demolition as shown in Attachment III.

Zero Deviation from the

PWS

100% Visual Inspection to

Verify Completion

None

Task 11:

Mechanical Demolition

PWS Paragraph 5.11

Contractor must remove and dispose of all mechanical components related to the crane demolition as shown in Attachment III.

Zero Deviation from the

PWS

100% Visual Inspection to

Verify Completion

None

Task 12:

Concrete Demolition

PWS Paragraph 5.12

Contractor demolishes the concrete frame from the bridge deck in accordance with Paragraph 5.12 and the Contract Drawings.

Zero Deviation from the

PWS

100% Visual Inspection to

Verify Completion

None

(b) Issue Cure Notice;

(c) Terminate the contract for Government convenience; and / or

(d) Terminate the contract for Cause.

6.4 Quality Control.

The Contractor must identify an individual, within the onsite work organization as the Contractor Quality Control (CQC) Systems Manager, who must be responsible for writing and executing a complete CQC plan, overall management of the CQC, and have the authority to act in all CQC matters for the Contractor. The CQC System Manager must have successfully completed the course entitled "Construction Quality Management for Contractors." This course is periodically offered by the Associated Builders and Constructors, Inc., or Associated General Contractor, Inc. and must be retaken every five years. The course has been coordinated with the Navy and certificates from the Navy will be accepted. For further information regarding courses in the Portland area contact: Associated General Contractors, Oregon-Columbia Chapter at (503) 682-3363 or http://www.agc-oregon.org/education-and-training/army-corps-of-engineers.

The Contractor is responsible for quality control actions necessary to meet the quality standards set forth by the contract. The Contractor shall develop and submit his Quality Control Plan (QCP) for Government approval after award in compliance with the PWS. Once accepted, the QCP becomes a part of the QASP. The QASP is made part of the solicitation but not a part of the resultant contract. The QASP is not a contractual instrument and may be changed at the Contracting Officer’s discretion. The Contractor then uses the QASP to guide and document the implementation of the required management and quality control actions to achieve the specified results. The Government reserves the right under the Contract Terms and Conditions--Commercial Items (FAR 52.212-4) to inspect and test the services called for by the contract, to the extent practicable at all times and places during the term of the contract.

Non-conforming services shall be rejected.

6.5 Correction of Non-Performance of Work

The Contractor shall ensure that any remaining crane material is removed properly and that the Crane foundation was removed as specified and any noncompliance conditions not acceptable, be made acceptable by the performance or re-performance of the work prior to 2 February 2018 and verified by the COR.

6.6 Standard

Defects are not permitted for any of the above service items. FAR 52.212-4, Contract Terms and Conditions-Commercial Items (May 1997).

6.7 Work Scheduling

Work scheduled shall be coordinated with the COR prior to commencing work onsite.

6.8 Verification of Work.

The Contractor shall provide a schedule of their activities at the beginning of work and will notify the COR prior to completion of each task in order to secure any payment. Any schedule modifications shall be provided to the COR to allow verification of work in progress and completion.

6.9 Damages Caused by the Contractor

The Contractor shall be held accountable and liable to the Government for any damages to government facilities, fixtures, furnishings, equipment, or grounds caused by the Contractors or their employees.

http://www.agc-oregon.org/education-and-training/army-corps-of-engineers http://www.agc-oregon.org/education-and-training/army-corps-of-engineers

6.10 Interference with Government Operations

The Contractor and their employees shall perform all work in such a way as to not interfere with regularly scheduled Government operational activities.

6.11 Other Contracts at the Contract Site

The Government may undertake or award other contracts for additional work and the Contractor shall fully cooperate with other Contractors and Government employees to complete. The Contractor shall not interfere with the performance of work by any other Contractor or Government employee.

7.0 Safety, Security, and Environmental Regulations

7.1 Safety

The Contract must provide safety oversight team that includes a minimum of one competent person to function as the Site Safety and Health Officer (SSHO). The SSHO must meet all requirements of EM385-1-1, Section 1, and ensure that the requirements of 29 CFR 1926 are met for the project. The SSHO must be at the work site at all times to implement and administer the Contractor Safety program and Government-accepted Accident Prevention Plan. The SSHO’s training, experience, and qualifications must be as required by EM 385-1-1.

Provide a Competent Person for all of the hazards identified in the Contractor’s Safety and Health Program in accordance with the accepted Accident Prevention Plan. The Competent Person must be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. The SSHO must have a minimum of five years of continuous construction industry safety experience in supervising/managing construction on similar projects, completed the Thirty-hour OSHA construction Safety class or equivalent within the last four years, and maintain competency through having taken eight hours of documented formal, on-line, or self-study safety and health related coursework every year.

The Contractor shall follow all safety regulations as set by OSHA, Corps of Engineers Safety Manual EM

385-1-1 and project safe clearance procedures. Where conflicts in safety regulations occur, the COR shall designate the applicable regulation to be followed. In accordance with EM 385-1-1, the Contractor shall prepare a Job Safety Activity Hazard Analysis an Accident Prevention Plan for approval by the COR prior to commencement of work. The online link to the 2014 Corps of Engineers Safety Manual EM 385-1-1 is as follows: http://www.publications.usace.army.mil/USACE-Publications/Engineer-Manuals/.

7.2 Activity Hazard Analyses and Position Hazard Analyses

The Contractor must submit an Activity Hazard Analysis (AHA) to the Government for review and approval prior to starting any work. An additional site shown below contains many tools in helping fill out the safety and health program forms. http://www.usace.army.mil/CESO/Pages/Home.aspx. This site will contain a link to any interim changes to the 2008 safety manual as well as any global interpretations and/or questions that have been asked about the EM. Forms for required Activity Hazard Analyses and Position Hazard Analyses are available via this site as well.

The Contractor shall determine those areas and activities in which possible safety hazards exist during the on-site work and note such information on the Activity Hazard Analysis (example in EM-385-1-1).

The Contractor shall identify hazards in each phase of services performed, what preventative measure the Contractor proposes to take to prevent accidents.

http://www.usace.army.mil/CESO/Pages/Home.aspx

7.3 Accidents

The Contractor or the Contractor’s employees shall report any circumstances of necessary repair of the facility or grounds which may affect the performance of the work and unhealthful or hazardous conditions or any delays or interference with the work caused by the employees or the Government.

In the event that an accident or injury occurs to Contractor personnel, the Contractor shall first notify the

John Day Control Room, and then the COR. The Contractor shall make a written report of each separate case of an injury or accident. The report shall include, but not be limited to; location, nature of the injury or accident, authorities notified, and the action taken along with any other pertinent information. The report shall be accompanied by sketches, graphs/drawings, and photographs as needed and forwarded to the COR within 24 hours of the accident.

7.4 Operations Security Requirements

The Government shall provide the Contractor access to areas necessary for this PWS. The Contractor shall be subject to all Government rules and regulations while working at the Government installation.

Access by the Contractor and Contractor’s employees shall only be permitted during designated work hours. Contractor employees shall not be permitted to bring guests, family members, pets, or non-employees to the job site at any time.

The Contractor, before initiating the performance of work, shall provide the COR with a list of all employees who shall perform work under this contract. The list shall include the full name, aliases, social security number, and work assignment of each employee. The Contractor shall notify the COR in writing of any addition, deletion or change in work assignment or personnel within one business day.

All vehicles used by Contractor personnel on project shall bear suitable company identification to enable project personnel to identify those authorized for access. Vehicles shall be in good working condition, not dripping oil, etc. Removal of Contractor vehicles not meeting these requirements will be at the discretion of the Government.

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.

7.5 Access and General Protection/Security Policy and Procedures.

All Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor shall 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.

7.6 Contractors who do not require CAC, but require access to a Department of Defense (DoD) facility or installation.

The Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable 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.

7.7 For Contracts That Require Handling or Access to Classified Information.

The Contractor shall comply with AR 380-67 (Personnel Security Program) and Homeland Security

Presidential Directive 12 (Policy for a Common Identification Standard for Federal Employees and Contractors) as well as FAR 52.204-2, Security Requirements. Additionally, Contractors must comply with - (1) The Security Agreement (DD Form 441), including the National Industrial Security Program Operating Manual (DoD 220.22-M); any revisions to DOD 5220.22-M, notice of which has been furnished to the Contractor. For classified contracts, the DD Form 254 will be attached with the contract.

8.0 General

8.1 Contract Changes

Any changes in scope, time, or deliverables can only be authorized by the Contracting Officer (KO). The Contractor shall notify the KO immediately if they have received direction to perform work outside the scope of the contract. Changes in scope will be negotiated and a written modification issued, before proceeding with the work.

Only a warranted Contracting officer (either a Procuring Contracting Officer (PCO) or an Administrative Contracting Officer (ACO), acting within their delegated limits, has the authority to issue modifications or otherwise change the terms and conditions of this contract.

8.2 Subcontracting

The Contractor shall notify both the KO and the COR in writing, of any work to be subcontracted.

Compliance with the provisions of this contract by sub-contractors shall be the responsibility of the Contractor.

There is a NO SMOKING policy in all Government buildings.

8.3 Government Holidays

The Contractor is not required to work on the following federal holidays:

• New Year’s Day • Labor Day

• Martin Luther King Birthday • Columbus Day

• President’s Day • Veteran’s Day

• Memorial Day • Thanksgiving Day

• Independence Day • Christmas Day

8.4 Walsh-Healey Public Contracts Act or the McNamara-O'Hara Service Contract Act (SCA)

Every employer performing work covered by the Walsh-Healey Public Contracts Act or the McNamara- O'Hara Service Contract Act (SCA) is required to post a notice of the compensation required (including, for service contracts, any applicable wage determination) in a prominent and accessible location at the worksite where it may be seen by all employees performing on the contract. A copy of the poster is available in two versions at the following DOL website: http://www.dol.gov/whd/regs/compliance/posters/sca.htm. The rest of the content is subjective to each locations needs.

9.0 Points of Contact

COR: Hector Vargas, 541-684-4315, Hector.G.Vargas@usace.army.mil

Contract Specialist: Chelsea Tikotsky, 503-808-4608, chelsea.m.tikotsky@usace.army.mil Technical Lead: Jeffrey Hicks, 503.808.4915, Jeffrey.T.Hicks@usace.army.mil http://www.dol.gov/whd/regs/compliance/posters/sca.htm

10.0 Attachments

Attachment I - Contractor Discrepancy Form, Form will be distributed at time of award or can be found at:

http://www.dtic.mil/whs/directives/forms/eforms/dd2772.pdf.

Attachment II - Deliverables Schedule Attachment III - Demolition Field Sketches Attachment IV - Platform Supports Attachment V - Informational Drawings http://www.dtic.mil/whs/directives/forms/eforms/dd2772.pdf

ATTACHMENT II

Deliverables Schedule

PWS Paragraph Deliverable Delivery Date

5.1 Disposal Plan 15 days after Contract Award

5.2 Quality Control Plan and Contractor Quality

Control System Manager. 15 days after Contract Award

5.3 Accident Prevention Plan/Activity Hazard

Analysis and SSHO Qualifications. 15 days after Contract Award

5.4 Fabricator Quality Control Plan 15 days after Contract Award

5.5 Calculations for New Handrail 30 days after Contract Award.

5.6 Handrail and Frame Shop Drawings 30 days after Contract Award

WAGE DETERMINATION

WD 15-5587 (Rev.-1) was first posted on www.wdol.gov on 01/17/2017

REGISTER OF WAGE DETERMINATIONS UNDER | U.S. DEPARTMENT OF LABOR

THE SERVICE CONTRACT ACT | EMPLOYMENT STANDARDS ADMINISTRATION

By direction of the Secretary of Labor | WAGE AND HOUR DIVISION

| WASHINGTON D.C. 20210

| Wage Determination No.: 2015-5587 Daniel W. Simms Division of | Revision No.: 1 Director Wage Determinations| Date Of Revision: 01/12/2017 Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Service Contract Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017. The EO minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

State: Oregon

Area: Oregon County of Linn **Fringe Benefits Required Follow the Occupational Listing**

OCCUPATION CODE - TITLE FOOTNOTE RATE

01000 - Administrative Support And Clerical Occupations 01011 - Accounting Clerk I 13.07 01012 - Accounting Clerk II 14.68 01013 - Accounting Clerk III 16.42 01020 - Administrative Assistant 20.99 01035 - Court Reporter 17.26 01041 - Customer Service Representative I 11.11 01042 - Customer Service Representative II 12.49 01043 - Customer Service Representative III 13.62 01051 - Data Entry Operator I 13.14 01052 - Data Entry Operator II 14.33 01060 - Dispatcher, Motor Vehicle 20.06 01070 - Document Preparation Clerk 13.60 01090 - Duplicating Machine Operator 13.60 01111 - General Clerk I 13.02 01112 - General Clerk II 14.21 01113 - General Clerk III 15.95 01120 - Housing Referral Assistant 19.25 01141 - Messenger Courier 12.76 01191 - Order Clerk I 13.88 01192 - Order Clerk II 15.14 01261 - Personnel Assistant (Employment) I 16.01

01262 - Personnel Assistant (Employment) II 17.52 01263 - Personnel Assistant (Employment) III 19.54 01270 - Production Control Clerk 20.24 01290 - Rental Clerk 12.87 01300 - Scheduler, Maintenance 15.43 01311 - Secretary I 15.43 01312 - Secretary II 17.26 01313 - Secretary III 19.25 01320 - Service Order Dispatcher 17.86 01410 - Supply Technician 20.99 01420 - Survey Worker 14.05 01460 - Switchboard Operator/Receptionist 13.33 01531 - Travel Clerk I 13.60 01532 - Travel Clerk II 14.80 01533 - Travel Clerk III 15.93 01611 - Word Processor I 14.19 01612 - Word Processor II 15.93 01613 - Word Processor III 17.81 05000 -…