Amendment 0002 with Revised PWS.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

The purpose of this amendment is to:

1. Incorporate a revised PWS.

No other changes are made or implied.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 22-Jul-2024

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 W9123824Q0048

X 9B. DATED (SEE ITEM 11)

14-Jun-2024

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 is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

22-Jul-2024

CODE

US ARMY CORPS OF ENGINEERS, SACRAMENTO

CONTRACTING DIVISION

1325 J STREET

SACRAMENTO CA 95814-2922

W91238 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123824Q0048

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

The following have been added by full text:

PWS REVISED

New Hogan Lake Storm Damage Repairs Performance Work Statement

May 21, 2024 July 17, 2024

I. General.

1. Location

New Hogan Lake 2713 Hogan Dam Road Valley Springs, CA 95252

2. Period of Performance

2.1 This contract is a one-time requirement for the repairs and/or replacement resulting from storm damage sustained for Project Headquarters, Northern Operations Branch Office, Sign Lab and Observation Point and will have a period of performance of 365 days from the date of award.

2.2. Schedule - All work is to be performed within normal work hours, which are 0800 to 1630, Monday thru Friday. No work shall be performed outside of normal work hours unless coordinated with the Contracting Officers Representative (COR). No work is to be performed on Federal Holidays or weekends. unless coordinated differently with the Operations Project

3.0 Authorities/Technical Direction - The Contractor shall take no direction from any Government employee other than the Government Contracting Officer that changes the terms and conditions of this contract action, the scope or any change that impacts the cost, price, or schedule. Changes authorized by the Contracting Officer will be in the form of a written, official, signed modification to the contract action received by the Contractor before the Contractor will act upon those changes. The Contractor will comply with the Changes clause of this contract when the Contractor believes direction has been given from persons other than the Government Contracting Officer. Contracting Officer Representatives (CORs) are limited to the authorities stated in the COR appointment letters. If a COR is appointed under this contract, they will be appointed by written letter from the Contracting Officer to the Contractor and COR specific to this contract only. COR appointment letters from pervious contracts at this installation are not valid for this contract.

4.0 Payment - Payment shall be made in arrears at the contract unit price for quantities delivered in accordance with the pricing schedule and as described herein. Invoices shall be provided on Contractor letterhead for services rendered and include all necessary information, including any necessary supporting documentation required as part of this Scope of Work. All invoices must reflect the contract number W91238-XX-X-XXXX. The final invoice must be marked “FINAL.”

Copies of all invoices shall be provided to the following:

4.1 Invoicing

An original invoice WITHOUT additional information or supporting documentation shall be mailed to:

U.S. Army Corps of Engineers Finance Center

ATTN: CEFC-FP

5722 Integrity Drive Millington, TN 38054-5005

CEFC-Payments@usace.army.mil

A copy of each invoice WITH all necessary supporting documentation as required by this Scope of Work shall be mailed to the COR at the following project site:

New Hogan Lake Attn: COR

2713 Hogan Dam Road Valley Springs, CA 95252

Email to be provided at time of award.

5. Pre-Work Meeting

5.1 At least ten (10) days prior to commencement of work, the Contractor shall contact the COR to schedule a pre-work meeting.

5.1.1 During the pre-work meeting, the Contractor shall provide the COR with the following for approval:

5.1.2 Project Work Plan: The contractor shall prepare a Project Work Plan (PWP) that identifies in detail the work to be completed as indicated below. All work shall be completed in accordance with all applicable laws, regulations and Regulatory Agency guidance or instructions. As a minimum, the PWP shall include project description, project objectives, schedule, and detailed sketches and schematics.

5.1.3 The Contractor shall provide copies of Safety Data Sheets (SDS) for all chemical products to be used by the Contractor or their employees during the execution of this contract.

5.1.4 Uniform and Personal Protection Equipment (PPE). General safety equipment includes safety shoes, work gloves and/or other additional personal safety equipment required for specific work duties.

5.1.5 Insurance: The Contractor shall procure and maintain insurance for all employees during the entire period of their performance under this contract and in accordance with the Contract Clause, “Insurance - Work on a “Government Installation”:

Workmen’s Compensation and Employers’ Liability Insurance.

Workmen’s Compensation and Occupational Disease Coverage in accordance with statutory limits.

Employers’ Liability coverage with a minimum limit of $100,000.

Comprehensive Automobile Liability Insurance: Bodily Injury coverage with minimum limits of $200,000 per person and $500,000 per occurrence.

Property Damage Coverage with a minimum limit of $20,000 per occurrence.

5.1.6 Contractor Vehicle Identification: All Contractor vehicles shall be identified with the company name or logo conspicuously displayed on door panels. Professionally made magnetic signs or pressure sensitive decals may be used to comply with this specification.

5.1.7 The Contractor shall submit a copy of all federal and/or state applicable licenses and certifications prior to the commencement of work. The Contractor and all employees shall be licensed and permitted to operate all equipment necessary to complete work under this contract.

All required licenses and permits to operate shall be the responsibility of the Contractor.

6 Government Responsibilities

6.1.1 The Government shall not be responsible for any loss, damage, or theft of Contractor items.

6.1.2 The Government shall not furnish any storage facilities at project site for use by Contractor to store supplies and equipment.

7 Contractor Responsibilities

7.1 The Contractor shall use reasonable care to avoid damaging existing buildings, equipment, and vegetation on the Government installation. If the Contractor’s failure to use reasonable care causes damage to government property, the Contractor shall replace or repair the damage at no expense to the Government as directed by the Contracting Officer. If the Contractor fails or refuses to make such repair or replacement, the Contractor shall be liable for the cost, which may be deducted from the contract price.

7.2. Work to be performed is within the boundaries of land administered by the U.S. Army Corps of Engineers. Contractor is subject to all Title 36 regulations while completing work under this contract. No special provisions or entitlements shall be granted to Contractor.

7.3 Contractor shall maintain satisfactory standards of personnel conduct and work performance and shall administer disciplinary action as required. Contractor shall remove employees for cause, to include, but not limited to, misconduct in performance of duty under these specifications and/or conduct contrary to the best interests of the Government.

7.4 Proper and safe disposal of all wastes generated during the performance of this contract shall be the responsibility of the Contractor. The Contractor shall dispose of waste materials off-site at approved locations in accordance with all applicable State and County sanitation regulations.

8 Accident Prevention Plan

8.1. The Contractor shall obtain the USACE Project Safety Officer’s approval of the Accident Prevention Plan BEFORE starting any on-site work.

8.2. The Contractor shall use a qualified Safety and Health Manager (SHM) to prepare the written site-specific Accident Prevention Plan (APP) in accordance with the format and requirements of USACE EM 385-1-1. Cover all paragraph and subparagraph elements in Appendix A of USACE EM 385-1-1 "Minimum Basic Outline for Preparation of Accident Prevention Plan.” Activity Hazard Analyses (AHAs) shall be appended to the APP.

8.2.1 The Contractor shall develop an Injury and Illness Prevention Program (IIPP) for projects within the State of California as an appendix to the APP. Where a paragraph or subparagraph element is not applicable to the work to be performed, indicate "Not Applicable" next to the heading. The APP shall be job specific and shall address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program (SHP). Any portions of the Contractor's overall safety and health program referenced in the APP shall be included in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the Subcontractors. The Contractor is responsible for informing their Subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting Subcontractor operations to ensure that accident prevention responsibilities are being carried out. The Contractor, COR, and Site Safety and Health Officer (SSHO) shall sign the APP.

8.2.2. The Contractor shall submit the APP to the USACE Project Safety Officer within 10 days of award. The Government will review the documents within 10 days. The Contractor shall resubmit the documents, with any requested changes, within 5 days of request.

The Contractor’s APP and subsequent activities shall comply with the following referenced documents (most current version, if different than the date referenced), at a minimum:

EM 385-1-1, USACE Safety & Health Requirements Manual, EM 385-1-1, EM 385-1-1, 30 November 2014 Edition.

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerM anuals/EM_385-1-1.pdf?ver=2015-04-09-142531-467

Title 29 Code of Federal Regulations (CFR) 1910, Occupational Safety and Health Standards.

29 CFR 1926.65/29 CFR1910.120, Hazardous Waste Operations and Emergency Response.

USACE, Safety and Occupational Health Document Requirements for Hazardous, Toxic and Radioactive Waste (HTRW) Activities, ER 385-1-92 (1 July 2003).

NIOSH/OSHA/USCG/EPA, Occupational Safety and Health Guidance Manual for Hazardous Waste Activities (October 1985).

8 CCR Chapter 4 Subchapter 7, General Industry Safety Orders.

8 CCR Sections 3203 & 1509, Injury and Illness Prevention Program.

OSHA ancillary safety and health regulations governing certain aspects for this contract include:

Respiratory Protection (29 CFR 1910.134/8 CCR Section 5144) Occupational Noise Exposure (29 CFR 1910.95/8 CCR Sections 5095-

5100) Hazard Communication (29 CFR 1910.1200/29 CFR 1926.59/8 CCR

Section 5194) The Control of Hazardous Energy (Lockout/Tag-out) (29 CFR 1910.147) Proposition 65 (22 CCR Section 12000) Chemicals Know to the State to

Cause Cancer or Reproductive Toxicity

9. Antiterrorism and Operational Security

9.1. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

9.2. All contractor and all associated sub-contractor’s 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.

9.3. 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.

9.4. The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

9.5. All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

9.6. 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.

9.7. The Contractor will ensure all employees, to include sub-contractors, that photographic and video equipment, to include cell phones are not authorized inside federal facilities. At no time will photos or videos be taken without the prior authorization of the Operations Project Manager.

Copies of all photos will be provided to the Operations Project Manager.

II. Scope of Work Work to be performed in the following location: Project Headquarters, Northern Operations Branch Office, Sign Lab and Observation Point Shelter, New Hogan Lake near Valley Springs, CA. Work will include miscellaneous repairs including removal and re-mounting of solar equipment to repair water damage and prevent further damage around windows. Water damage repair and prevention at all other windows. Acrylic color coat of the three buildings. Removal of existing and installation of new fascia and barge rafters. Repair and/or preparation to paint entry beams, prow roof, and gutters on the main building. Repair and/or replace roof, fascia, and electrical components at the Observation Point Shelter. Observation Point Shelter will be painted with a premium, outdoor, weather resistant pre-approved color. Replace and/or install new security lighting at Project Headquarters, Northern Operations Branch Office and Sign Lab.

Weatherize all exterior doors at Project Headquarters, Northern Operations Branch Office and Sign Lab. Removal and disposal of debris generated from contract to an offsite location.

Contractor is responsible for all associated incidental requirements, including but not limited to permits, to complete installations and meet state and national building codes.

1 Storm Damage Repairs

1.1 Roof Repairs

1.1.1 Project Headquarters: Pressure wash entire foam flat roof surface. Apply silicone mastic around roof penetrations and small holes. Application of silicone coating to the entire roof surface, to include but not limited to, air vents and heating and air system. Awning will be removed to frame, replace in kind with metal roofing system in a pre-approved color.

Approximate Project Headquarters foam flat roof surface area is 3,240 square feet.

1.1.1.2 Project Headquarters: Remove existing gutter, fascia, and roof edge metal on North side of building. Remove dry rot damage at the tail of the south prow beam, treat with copper nitrate, patch/fill the missing areas as necessary, sand, and seal the repair. Paint all six (6) sides of the new fascia and barge rafters with two (2) coats of premium outdoor, weather resistant paint in a pre-approved color. Install pre-painted 2” x 6” fascia and barge rafters with glued and screwed seams. Re-install the edge metal trim on the west side of the building. Install new 7” pre-painted seams gutters on the south and north fascia sections of the building.

1.1.2 Northern Operations Branch Office: Pressure wash entire foam flat roof surface. Apply silicone mastic around roof penetrations and small holes. Application of silicone coating to the entire roof surface, to include but not limited to, air vents and heating and air system.

Approximate Northern Operations Branch Office foam flat roof surface area is 2,850 square feet.

1.1.3 Sign Lab: Pressure wash entire foam flat roof surface. Apply silicone mastic around roof penetrations and small holes. Application of silicone coating to the entire roof surface, to include but not limited to, air vents and heating and air system. Approximate Sign Lab foam flat roof surface area is 1,350 square feet.

1.1.4 Observation Point: Remove existing roofing and 2” x 2” grip metal edge. Remove all lumber with dry rot damage. Install layer of high temp underlayment. Install 26ga in-kind metal roofing system in a color pre-approved by the Contracting Officer’s Representative. Install eve metal, rake metal and ridge cap metal. Approximate Observation Point Shelter roof surface area is 1,408 square feet.

1.2 Solar Repair

1.2.1 Remove existing solar equipment (inverter boxes) on South wall.

1.2.2 Remove non-exterior rated plywood the inverter boxes are mounted on.

1.2.3 Remove existing 66 metal trim around the perimeter of the solar plywood mounting panel and chip the stucco back 12” where possible to lap 2 – new layers of 60 – minute paper, lath with 17 ga. Galvanized wire, and install 1 coat stucco repair to match existing texture.

1.2.4 Apply acrylic color coat to patch to match.

1.2.5 Re-mount Solar equipment on galvanized unistrut and build a new backboard approximately 1 ½” in front of the existing south wall.

1.3 Window Repair

1.3.1 Project Headquarters: Remove existing flashing and sealant on 19 windows. Install existing 19 windows with new weather resistant flashing and sealant. Approximate window measurements are as follows:

East Facing:

Front Windows: (2) – 72” x 96”

South Facing:

Arched Front Window – 72” at the top of the arch, 65” at corners, 96” wide Administrative Office – 48” x 60” Operations Project Manager Office – 72” x 72” Deputy Operations Project Manager Office – 72” x 48” Kitchen Windows – (2) – 72” x 48” Bathroom Window – 44” x 16” Ranger Office Windows – (4) – 42” x 48”

North Facing:

Student Ranger Windows – (2) – 42” x 48” Old Sr Ranger Window – 42” x 48” Lead Ranger Office Window – 45” x 48” Conference Room Window – (2) – 92” x 48”

1.3.2 Northern Operations Branch Office: Remove existing flashing and sealant on 10 windows.

Install existing 10 windows with new weather resistant flashing and sealant. Approximate window measurements are as follows:

East Facing:

Bathroom Windows – (2) – 35” x 23” Kitchen Window – 59” x 35”

South Facing:

NOB Ranger Office Window – 59” x 35” FEM Tech Office Window – 59” x 35”

West Facing:

NOB Ranger Office Window – 59” x 47”

Lead FEM Tech Office Window – 59” x 47” NOB Administration Window – 38.5” x 38.5” NOB Chief Window – 121” x 48”

1.3.3 Sign Lab Building: Remove existing flashing and sealant on 7 windows. Install existing 7 windows with new weather resistant flashing and sealant. Approximate window measurements are as follows:

East Facing:

Windows – (2) – 46” x 51” Bathroom Window – 46” x 18” North Facing:

Window – 46” x 51”

Windows – (3) – 46” x 51”

1.4. Acrylic Coat Color

1.4.1 Project Headquarters: Pressure wash and prepare for stucco acrylic color coat. Mask and tarp to protect areas not receiving new stucco acrylic color coat. Skim walls and eves with a coarse acrylic to flatten surfaces and seal cracks. Apply second coat of acrylic with a medium trowel, semi-smooth finish in a pre-approved color.

1.4.2 Northern Operations Branch Office: Pressure wash and prepare for stucco acrylic color coat. Mask and tarp to protect areas not receiving new stucco acrylic color coat. Skim walls and eves with a coarse acrylic to flatten surfaces and seal cracks. Apply second coat of acrylic with a medium trowel, semi-smooth finish in a pre-approved color.

1.4.3 Sign Lab: Pressure wash and prepare for stucco acrylic color coat. Mask and tarp to protect areas not receiving new stucco acrylic color coat. Skim walls and eves with a coarse acrylic to flatten surfaces and seal cracks. Apply second coat of acrylic with a medium trowel, semi-smooth finish in a pre-approved color.

1.5 Weep Screeds

1.5.1 Project Headquarters: Bring compliant with California Building Code R703.7.2.1 which states that there shall be a minimum of 4 inches between the softscape and the weep screed and a 2% downward slope away from the building for six (6) feet.

1.5.2 Northern Operations Branch Office: Bring compliant with California Building Code R703.7.2.1 which states that there shall be a minimum of 4 inches between the softscape and the weep screed and a 2% downward slope away from the building for six (6) feet.

1.5.3 Sign Lab: Bring compliant with California Building Code R703.7.2.1 which states that there shall be a minimum of 4 inches between the softscape and the weep screed and a 2% downward slope away from the building for six (6) feet.

1.6 Security Lights

1.6.1 Project Headquarters: Disconnect electrical and remove four (4) existing external, free standing, security light poles. Install 25 foot, minimum 10,000 lumen lights on a photocell, to include electrical connections. Two (2) poles located adjacent to Project Headquarters. Two (2) poles located adjacent to Sign Lab.

1.6.2 Northern Operations Branch Office: Install three (3) building mounted security floodlights, minimum 7,000 lumen lights, on a photocell to include electrical connections.

1.7 Observation Point Shelter:

1.7.1 Observation Point Shelter: Remove existing fascia and barge rafters. Install outrigger strongbacks at approximately 4 feet on either side of the north and south gable ends. Install ridge blocks on the north and south gable ends. Install pre-painted, with minimum two (2) coats of premium, weather resistant paint in a pre-approved color, 2” x 6” fascia and barge rafters with glued and screwed seams and glued and cross screwed barge fascia connections.

1.7.2 Observation Point Shelter: Remove electrical boxes, conduit, lights, plugs and switches.

Replace the conduit with outdoor rated fittings and parts. Install four (4) new adjustable wattage and color wall pack style lighting fixtures at existing locations. Install a lockable box with receptacles and switches inside. Install new disconnect. Terminate, energize and test.

1.7.3 Observation Point Shelter: Prepare the exterior surfaces as necessary, including but not limited to pressure washing, scraping, sanding to make exterior surfaces ready to accept new paint. Mask off all areas and items not receiving new paint. Apply two (2) coats of premium, weather resistant paint to exterior surfaces including but not limited to posts, beams, fascia, barge rafters and under roof 2” x 6” decking.

1.8 Drywall Repair

1.8.1 Project Headquarters: Inspect all drywall along the south wall. Replace drywall surrounding the fourth window from the southwest corner along the south wall and any other locations where damaged. Approximately 650 square feet.

1.9 Weatherizing

1.9.1 Project Headquarters: Weatherize five (5) doors including but not limited to replacing door guards and replacing weather stripping. Approximate door measurements are as follows:

East Facing:

Main Doors – (2) – 38” x 82”

South Facing:

IT Room Door – 37” x 82”

West Facing:

Back Ranger Door – 37” x 82”

North Facing:

Lead Ranger Office Door – 37” x 82”

1.9.2 Northern Operations Branch Office: Weatherize two (2) doors and one (1) sliding glass door including but not limited to replacing door guards and replacing weather stripping.

Approximate door measurements are as follows:

East Facing:

Door – Main Entrance – 36” x 84” Door – Water Heater – 36” x 84”

North Facing:

Sliding Glass Door (Conference Room) – 72” x 80”

1.9.3 Sign Lab: Weatherize two (2) doors including but not limited to replacing door guards and replacing weather stripping. Approximate door measurements are as follows:

East Facing:

Front Entrance Door – 37” x 82”

Back Entrance Door – 37” x 82”

Warranty: Contractor must provide a warranty against defects in all materials used and or workmanship for a period of 10 years.

2. Contractor Performance.

2.1 The Contractor shall be responsible for all costs related to performing this contract and its successful completion.

2.2 The Contractor will have sufficient equipment and manpower to perform services related to the contract. If for any reason the Contractor is unable to perform any service, the COR must be notified in advance.

2.3. Security: The Contractor shall maintain all combinations, codes, locations and instructions in a confidential and secure manner.

2.4. Incidents, disturbances, and suspicious activities requiring immediate attention shall be reported to a Park Ranger as soon as possible. Provide as much information as possible: type of problem, number of people involved and other pertinent data. Under no circumstances shall the Contractor attempt to enforce any regulations or apprehend any violators.

2.5. Health Codes: The Contractor shall comply with all pertinent provisions of the Corps of Engineers Manual, EM 385-1-1, "Safety and Health Requirements Manual", the California State Health Code, and Calaveras County Codes. EM 385-1-1 shall be available online at http://www.hq.usace.army.mil/soh/em385/current/current38511.htm

2.6. Job Safety: The work to be performed shall be within the boundaries of public recreation areas and the attention of the Contractor and his employees shall be directed to the need for caution and care while driving and operating equipment in these locations. The Contractor and their employees shall comply with all state and local traffic laws including but not limited to posted speed limits.

2.7. E-Verify (Employment Eligibility Verification Reporting) is required throughout the life of this contract action, including the Base Year. IAW the PWS and clause FAR 52.222-54.

2.8. Reporting Requirements: The Contractor shall submit a Safety Exposure Report, SPD Form 94, to the COR by the last day of each month. A master copy of Form 94 is provided. Negative reports shall be required.

2.9. Accident Records: The Contractor shall maintain an accurate record of and shall report to the COR in the manner and on the forms prescribed by the Contracting Officer, all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies, and equipment incidental to work performed under this contract.

2.10. Lost & Found: All personal property found anywhere on government land shall be accounted for and turned over to the Project. Park Rangers shall be informed of all lost and found items and shall be responsible for the storing and record keeping of these items.

3. QUALITY ASSURANCE SURVEILLANCE

Quality Assurance Surveillance and Performance Assessment Plan:

1. Monitoring Performance. During the course of the evaluation period, the COR will track Contractor performance. Interim (mid-term) evaluations may be provided to identify strengths and weaknesses in the Contractor's performance during the period being evaluated. At the end of the period, the COR will assess the Contractor's performance in accordance with the Quality Assurance Surveillance Plan (QASP) and report to the Contracting Officer.

2. Contractor Self-Assessment. Following each evaluation period, the Contractor may provide a written self-assessment of its performance to the COR to be considered in its report to the Contracting Officer. The self-assessment shall be submitted not later than 5 working days after the end of each evaluation period. The self-evaluation shall not exceed 1 page per PRS element. The self-assessment shall address both the strengths and weaknesses of the Contractor's performance during the evaluation period. Where deficiencies in performance are noted, the Contractor shall describe the actions planned or taken to correct such deficiencies and avoid their recurrence. The self-assessment itself will NOT be the basis for the payment re-calculation determination.

3. COR Recommendation. The COR will consider all evaluations and any other pertinent information, including Contractor self-assessment, and will prepare a report to the Contracting Officer with findings and recommendations. The Contractor will be provided a copy of the draft findings and recommendations of the COR and will be afforded the opportunity to identify factual errors. The COR's draft recommendation is not subject to negotiation and the COR will not engage in discussions with the Contractor. Any errors identified by the Contractor will be addressed by the COR in its final report. The Contractor will be provided a copy of the final COR report at the same time the report is submitted to the Contracting Officer.

4 The Quality Assurance Surveillance Plan is one evaluation method the government uses to surveillance performance to determine whether the Contractor meets the standards of performance as defined in the PWS. The absence of a QASP for any contract requirement, however, shall not detract from its enforceability or limit the rights or remedies of the government under any other provision of the contract in determining the quality of the Contractor performance.

QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

Performance Requirement Summary (PRS)

Acceptable Quality Level Means of Measurement

Contractor shall comply with the Performance Work Statement.

a. Adherence to Schedule 95% Completion of all tasks in accordance with approved schedule

b. Quality - All work is performed to industry standard 95% of the time.

c. Communication Contractor communicates 48 hours prior to on site arrival 95% of the time.

Random, or Periodic, or 100% Surveillance

Inspection by the Government

The following have been deleted:

PWS

(End of Summary of Changes)