A.07.24_-_Amendment_0001_to_Solicitation_W912DW18Q0101.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

Solicitation Amendment 0001 is to make changes to the Performance Work Statement, all changes are in red and can be found in sections:

2.8, 10.1, 10.2.1 and 10.2.2

The Solicitation Response Date is extended to 25 October 2018 @ 11:00 AM Pacific

1. CONTRACT ID CODE PAGE OF PAGES

1 9

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

16C. DATE SIGNED

BY 21-Sep-2018

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 W912DW18Q0101

X 9B. DATED (SEE ITEM 11)

12-Sep-2018

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

21-Sep-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

darrell.d.hutchens@usace.army.milEMAIL:206-316 -3877TEL:

DARRELL D HUTCHENS / CONTRACT SPECIALIST

W912DW18Q0101

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

STATEMENT OF WORK

1. DESCRIPTION OF WORK: Provide all plant, labor, tools, equipment, and materials and perform all work in strict accordance with this Statement of Work, all Federal, State and Local codes and regulations and all applicable industry standards to:

To perform maintenance activities on Mud Mountain Dam’s Spillway. The maintenance activities will include moss removal, vegetation removal, and joint resealing.

The word “Provide” shall be defined as DESIGN, FURNISH, INSTALL, TEST and MAKE READY FOR

USE.

2. GENERAL REQUIRMENTS FOR ALL WORK:

2.1. Work performed under this Statement of Work (SOW) shall be planned and accomplished in a way to minimize any interferences and inconveniences to the government.

2.2. One year warranty against any defects in material or workmanship.

2.3. All work performed shall comply with current edition of the U.S. Army Corps of Engineers Safety and Health

Manual, EM 385-1-1.

2.4. Prior to start of work, Government Approval is required for the Accident Prevention Plan, Work Plan, Work

Schedule, and type of joint sealant product used.

2.5. Contractor must remove all generated debris and dispose of it offsite. Contractor shall take necessary precautions to ensure that no debris ends up in the river.

2.6. Chemical removal of moss, vegetation, and sealant is not allowed.

2.7. Methods used to remove moss, vegetation, and sealant must not damage the spillway concrete.

2.8. Contractors must ware proper fall protection when working on the side slopes of the Spillway or the lower portion of the Spillway. Anchoring method utilized for fall protection must not damage the spillway concrete.

Anchoring directly into the concrete will be allowed in contractor uses use GPR (or some other means) to ensure they miss the rebar in the concrete. Holes generated for the anchoring system shall be properly repaired and approved by the Government.

2.9. Contractor must arrange for a representative of the sealant manufacturer/supplier to be onsite during the first day joint sealing is performed.

3. PRINCIPAL ITEMS TO BE ACCOMPLISHED ARE:

3.1. Base Bid Item 0001 – Remove Vegetation from Spillway Joints Running East and West

General items of work to be accomplished in Item 0001

3.1.1. Contractor shall remove all vegetation from the spillway joints oriented in the East and West direction. The root systems shall be completely removed. Image 1 identifies the spillway joints being discussed.

3.2. Base Bid Item 0002 – Resealing Spillway Joints Running East and West General items of work to be accomplished in Item 0002

3.2.1. Contractor shall completely remove the old Sikaflex product currently installed in the joints oriented in the East and West direction. Image 1 identifies the spillway joints being discussed.

3.2.2. Contractor shall reseal the joints with an ASTM C920, Grade NS, Class 25, intended for Use I and Use O joint sealer. The joint sealer shall also meet the following:

Minimum Peel Strength of 25 lb on concrete substrate per ASTM C-794 Service Range temperature between -20o F and 150o F Minimum Tensile Stress of 200 psi Excellent resistant to weathering Minimum Shore A Hardness of 40

3.2.3. The application of the sealant material must be performed in accordance with that manufacturer’s specifications. Preparation of the surface areas that will receive the sealant material is part of the application process. Installation of a backer rod or other requirements specified by the manufacturer of the sealer are part of the application process.

3.2.4. Contractor shall make the sealant flush with the adjacent concrete slabs. The width of the joints varies from 1 to 2 inches. Images 4-6 display Asbuilts of the spillway.

3.3. Option Bid Item 0003 – Remove Vegetation from Spillway Joints Running North and South General items of work to be accomplished in Item 0003

3.3.1. Contractor shall remove all vegetation from the spillway joints oriented in the North and South direction.

The root systems shall be completely removed. Image 2 identifies the spillway joints being discussed.

3.4. Option Bid Item 0004 – Resealing Spillway Joints Running North and South General items of work to be accomplished in Item 0004

3.4.1. Contractor shall completely remove the old Sikaflex product currently installed in the joints oriented in the North and South direction. Image 2 identifies the spillway joints being discussed.

3.4.2. Contractor shall reseal the joints with an ASTM C920, Grade NS, Class 25, intended for Use I and Use O joint sealer. The joint sealer shall also meet the following:

Minimum Peel Strength of 25 lb on concrete substrate per ASTM C-794 Service Range temperature between -20o F and 150o F Minimum Tensile Stress of 200 psi Excellent resistant to weathering Minimum Shore A Hardness of 40

3.4.3. The application of the sealant material must be performed in accordance with that manufacturer’s specifications. Preparation of the surface areas that will receive the sealant material is part of the application process. Installation of a backer rod or other requirements specified by the manufacturer of the sealer are part of the application process.

3.4.4. Contractor shall make the sealant flush with the adjacent concrete slabs. The width of the joints varies from 1 to 2 inches. Attachment 1 displays Asbuilts of the spillway.

3.5. Option Bid Item 0005 – Remove Moss Vegetation from the Side Slopes of the Spillway General items of work to be accomplished in Item 0005

3.5.1. Contractor shall remove moss and other vegetation growing on the side slopes of the Spillway. Image 3 identifies the areas being discussed.

4. ATTACHMENTS:

Attachment 1: Spillway Maintenance Images

5. SPECIFICATIONS: The following specifications are pertinent to this project.

SpecificationTitle UFGS 02 41 00 Demolition and Deconstruction UFGS-07 92 00 Joint Sealants

6. CONDITIONS AFFECTING WORK

6.1. Work Coordination:

6.1.1. The Contractor shall attend a pre-work meeting prior to commencing work activities. The Contractor shall contact the Project Manager within five (5) days of issuance of the Notice to Proceed to establish a date and time for the pre-work meeting. The Contractor shall submit a proposed site-specific Work Schedule, a proposed site-specific Work Plan, and a site-specific Accident Prevention Plan for government approval prior to the start of work. The schedule shall be in sufficient detail to identify all aspects of the work including any special circumstances or conditions. The schedule shall show project tasks with durations and start and finish times. The contractor must present the schedule during the pre-work meeting.

6.1.2. During performance of this work, biweekly coordination meetings are required. The Contractor’s Superintendent shall schedule the biweekly coordination meeting with the work Representative (QA) and the Dam Equipment Mechanic Supervisor. The Contractor will keep minutes of all meetings, and will provide copies of such minutes to the Government within 2 days following the meeting.

6.2. Interface with Others:

6.2.1. Government use of these facilities is anticipated while the work under this contract is being performed. In addition, other contractors will be onsite executing other contracts. Work under this SOW shall be planned and accomplished in a way to minimize any interferences and inconveniences to the government. The Contractor is responsible for daily cleanup of all work areas.

6.3. Work Restrictions:

6.3.1. Working Hours: The Contractor is required to work within the hours of 0700-1630, Monday through

Friday. Any requests to work outside of these hours require a seven (7) working days written notification to the Project Manager and the Operations Project Manager (OPM). Work will not be performed during Federal Holidays.

6.3.2. Laws, Rules, Regulations and Compliance: All Contractor and subcontractor employees shall observe and comply with all applicable local, State and Federal laws, rules and regulations, including those concerning fire, safety, sanitation, security, vehicle operation, and hazardous material handling while performing this contract. All work shall meet or exceed applicable industry standards related to materials and workmanship. The Contractor shall be responsible for obtaining any permits, approvals or licenses required to perform the work.

6.3.3. Safety Requirements: The current edition of the U.S. Army Corps of Engineers Safety and Health Manual, EM 385-1-1 (30 Nov 2014), shall be considered a part of this contract and will be enforced as such. The most recent Safety Manual can be found here:

http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

6.3.4. The OPM, PM, and Construction Representative shall be notified immediately of any deviations or variations from the applicable Specification or Reference Drawings or this Statement of Work.

6.3.5. Contractor shall provide all utilities required to support work efforts not being provided by the Government as stated in Section 8 below.

6.4. Security:

6.4.1. 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.

6.4.2. 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.

6.4.3. All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

7. FACILITIES:

7.1. The Government will make available to the contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The contractor shall reasonably conserve potable water furnished. The Contractor at their own expense shall install and maintain necessary temporary connections and distribution lines and shall remove the connections and lines prior to final acceptance.

7.2. Subject to available supply, reasonable amounts of electric current will be made available by the Government, without charge, to the contractor for performing work at work area. The contractor shall carefully conserve electricity furnished.

7.3. The contractor will have access to bathroom facilities located in MMD Park.

7.4. If requested, a staging area may be provided for the Contractor.

7.5. In addition to the requirements of any other contract clauses, the Contractor shall protect all Government property within the work area, and shall be responsible for any damage to Government property caused by Contractor or subcontractor personnel during the performance of this contract.

8. SUBMITTALS:

8.1. The following submittals will be kept on the job site; if a job trailer is not available they will be kept on site in the superintendent’s vehicle: Accident Prevention Plan, and the Work Plan/Quality Control Plan. The Accident Prevention at a minimum shall contain the following documentation: equipment safety checklists (initial & dailies), required training records, Activity Hazard Analyses, safety meetings, crane inspections & crane operator qualifications (if required), and the qualifications of the SSHO.

8.2. All items listed below are required per the contract specification to be submitted for review or approval as indicated.

Any proposal deviations to the design shall be submitted for approval prior to start of work.

Activity Submittal

Project Schedule (Government Approval prior to work start).

Schedule

Accident Prevention Plan (Government Approval prior to work start)

Hazard analysis.

Site specific safety plan.

Work Plan work start)

Identification of definable features of work.

Methods of performance

Product specifications work start)

Cut Sheets for sealant product

8.3. All submittals, must be sent to the Contracting Officer, PM, and OPM of this project via email.

9. CONTRACT COMPLETION REQUIREMENTS: The Contractor shall provide the items indicated below to the

Contracting Officer, PM, and OPM prior to contract completion:

CONTRACT COMPLETION REQUIREMENT YES NO

Redlines / As-builts

O & M Manuals

9.1. Warranty: In addition to the standard one year warranty, the Contractor shall pass all manufacturers’ extended warranties to the Government.

10. PERFORMANCE PERIOD:

10.1. The Contractor is required to commence work under this contract within ten (10) calendar days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s) no later than 240 calendar days after the date of issuance of the Notice to Proceed for the Base Item(s). The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

10.2. Award of Options

10.2.1. The Government may award any of the Option Item(s), or none at all, but any Option Item(s) will be awarded not later than 240 days after the date of issuance of the Notice to Proceed for the Base Item(s).

10.2.2. For any Option Items awarded prior to the issuance of Notice to Proceed for the Base Item(s), the total duration of this Task Order including base and option items shall not be extended. If any Option Items are awarded after the date of issuance of Notice to Proceed for the Base Item(s), the time for completion of all Base and Option Item(s) under this Award shall be 270 days after the issuance of Notice to Proceed for the Base Item(s).

POINTS OF CONTACT:

Points of contact for the work will be provided upon award.

SECTION F - DELIVERIES OR PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 28-SEP-2018 TO

29-OCT-2018

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

FOB: Destination

G3R0M00

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

POP 28-SEP-2018 TO

30-MAY-2019

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

The following Delivery Schedule item for CLIN 0002 has been changed from:

CAGE

POP 28-SEP-2018 TO

29-OCT-2018

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

CAGE

POP 28-SEP-2018 TO

30-MAY-2019

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

The following Delivery Schedule item for CLIN 0003 has been changed from:

CAGE

POP 28-SEP-2018 TO

28-NOV-2018

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

CAGE

POP 28-SEP-2018 TO

30-JUN-2019

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

The following Delivery Schedule item for CLIN 0004 has been changed from:

CAGE

POP 28-SEP-2018 TO

28-NOV-2018

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

CAGE

POP 28-SEP-2018 TO

30-JUN-2019

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

The following Delivery Schedule item for CLIN 0005 has been changed from:

CAGE

POP 28-SEP-2018 TO

28-NOV-2018

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

CAGE

POP 28-SEP-2018 TO

30-JUN-2019

N/A MUD MOUNTAIN & HOWARD HANSON

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

(End of Summary of Changes)