Amendment W912WJ23Q0019-0006.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

Amendment is necessary to provide a response to industry and to revise the Bid Schedule and Performance Work Statement.

Closing remains February 10, 2023 at 2:00 PM Eastern.

1. CONTRACT ID CODE PAGE OF PAGES

1 16

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

16C. DATE SIGNED

BY 09-Feb-2023

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 W912WJ23Q0019

X 9B. DATED (SEE ITEM 11)

21-Dec-2022

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

09-Feb-2023

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912WJ23Q0019

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

REQUEST FOR INFORMATION

Question 1: There are no prevailing wages for divers in the included wage rates. Can you provide?

Response 1: Barring a classification for a particular occupation in a wage determination, the vendor is encouraged to contact the Department of Labor Wage and Hour Division for a determination. If the DoL Wage and Hour Division declines to provide a separate classification, the applicable rate would be federal minimum wage.

SECTION SF 1449 - CONTINUATION SHEET

The following have been modified:

BID SCHEDULE

LIMITORQUE ASSEMBLY SERVICE

U.S. ARMY CORPS OF ENGINEERS

STAMFORD HURRICANE BARRIER

STAMFORD, CONNECTICUT

PERFORMANCE WORK STATEMENT

Bid Schedule

ITEM NUMBER UNIT QTY

UNIT

PRICE

TOTAL

1. Stamford Hurricane Barrier Service, to Inspect Limitorque Actuator, Motor, Gate Stem, Associated Components ,Replace Actuator Parts, and Operational test

Job

2. Stamford Hurricane Barrier Service, Option for Additional Repairs (Limitorque Assembly) Refer to PWS for additional information

$10,000 $

3. Stamford Hurricane Barrier

Services to Inspection of Gate Stem and Components

4. Stamford Hurricane Barrier Service, Option Additional Repairs (Gate Stem and Components) Refer to PWS for additional information

Job 1

$10,000

5. Stamford Hurricane Barrier Service, To Inspection of Sluice Gate

6. Stamford Hurricane Barrier Service, Option to Dislodge Sluice Gate

Total

LIMITORQUE ASSEMBLY SERVICE

U.S. ARMY CORPS OF ENGINEERS

STAMFORD HURRICANE BARRIER

STAMFORD, CONNECTICUT

A. General

1. Scope – Furnish all labor, materials, supplies and equipment necessary to perform repairs to the Limitorque Gate Hoist Assembly and, if necessary, dislodge 8’ x 8’sluice gate from seating (if found to be wedged). Assembly located at the Stamford Hurricane Barrier.

Vendors will be required to submit five (5) recent Limitorque operator repair or gate actuator repair contracts that include work as indicated in this Performance Work Statement upon request that demonstrate successful performance if submitting the apparent low quote.

Failure to provide this information, as well as contact information for the agency awarding the contracts, shall be considered reason to deem quotes non-responsive. The Government will determine the applicability of the past work as appropriate.

Vendors shall also submit certification of personnel meeting the requirements outlined below of completion of a 24 Hour EM 385-1-1 accepted Competent Person in Fall Protection in order to receive award. Failure to provide this certification will result in quotes being deemed non-responsive.

2. Location – Stamford Hurricane Barrier is located at 230 Elmcroft Rd., Stamford, CT.

3. Site Visit – Contact the Technical Point of Contact (TPOC) to arrange a site visit. The

Technical Point of Contact for the project is Project Manager, Diana Errico-Topolski, who can be contacted by phone at 978-318-8370 or by email at diana.j.errico-topolski@usace.army.mil or Marci Montrose, who can be contacted by phone at 978-318- 8379 or by email at marci.m.montrose@usace.army.mil. Due to the nature of work, it is highly recommended that sight visit be conducted prior to providing a quote.

4. Schedule – The work shall be completed no later than 120 days from the contract award date. Work shall be performed Monday through Friday 7:30 AM to 3:30 PM unless otherwise approved by the Technical Point of Contact. No work shall be done on weekends or government holidays. The Pre-Work Conference shall be completed within 10 days of Contract Award. All submittals to include safety and product submittals shall be submitted, reviewed, and accepted within 28 days of Contract Award.

5. Safety Requirements – All work shall be conducted in accordance with the U.S. Army Corps of Engineers (USACE) Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety, and health requirements. A copy of EM 385-1-1 can be accessed at the project office or electronically at Headquarters USACE website under publications using the following link:

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385- 1-1.pdf

Project staff reserve the right to cease work at any time should the safety of employees, contractors, and/or the public become jeopardized.

a. Accident Prevention Plan – The Contractor shall prepare an Accident Prevention Plan

(APP) specific to the activities being performed. It shall include Activity Hazard Analyses (AHAs) as described below. A non-mandatory, fillable APP template is available upon request. However, the contractor is permitted to submit their own plan, at a minimum it must meet the requirements of EM 385-1-1, Appendix A.

A preparatory meeting shall be conducted by the prime contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing their subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.

b. Activity Hazard Analysis – An AHA shall be submitted for each major phase of work.

A major phase of work is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform the work. The analysis shall define all activities to be performed, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

Note: As part of the APP and AHAs include site specific COVID-19 monitoring procedures which address, at a minimum, the following elements:

Procedures for periodic sanitation inspections.

Procedures for disinfecting project sites in accordance with Centers for Disease

Control and Prevention (CDC) guidelines.

Site specific measures to practice social distancing while working on the project.

Employee training on the signs, symptoms, and protection measures in accordance with CDC guidelines.

A list of Personal Protection Equipment to be used in accordance with CDC and state guidelines.

c. Emergency Response – Emergency procedures shall be documented in the Accident Prevention Plan and will include a map with directions to the nearest hospital, emergency contact numbers, and onsite First Aid/CPR responders.

d. Required Personnel – The Contractor shall employ a minimum of one Competent Person (CP) at each project site to function as the Site Safety and Health Officer (SSHO).

The SSHO shall be present at the project site and report to the contractor’s upper management. The SSHO is required to have related construction experience and have, at a minimum, completed a 10 Hour OSHA training.

In addition, when emergency medical services are not accessible within five (5) minutes of the work location and there are two (2) or more workers onsite, at least two (2) employees shall have (in-person) training in First Aid and CPR. Minimum qualifications are listed in EM 385-1-1, Section 03.A.02.c.

*Note: Other Competent or Qualified Persons may be required per EM 385-1-1 and/or other sections of this Scope of Work, based on the characteristics of the project.*

e. Accident Reporting - All accidents and near misses shall be investigated by the Contractor. All work-related recordable injuries, illnesses, and property damage accidents (excluding on-the-road vehicle accidents), in which the property damage exceeds $5,000.00, shall be verbally reported to the Technical Point of Contact within four (4) hours of the incident. Serious accidents as described in EM 385-1-1 Section 01.D shall be immediately reported to the Technical Point of Contact. ENG Form 3394 shall be completed and submitted to the Technical Point of Contact within five (5) working days of the incident.

The Contractor shall compile employee work hours (including subcontractors) and forward the total hours to the Technical Point of Contact no later than close of business on the 10th calendar day of the following month. The method of transmission by the prime contractor to the Technical Point of Contact shall be electronically.

d. Fall Protection Requirements -The requirements of this section are applicable to contractors when their employees are working at heights above 6 feet, exposed to fall hazards, and/or using fall protection equipment. Every Contractor is responsible for estimating, implementing, and managing a fall protection program in accordance with EM 385-1-1, Section 21. A site-specific Fall Protection and Prevention Plan is a required to be submitted and approved by the Technical Point of Contact prior to any work being completed at heights. USACE can provide a non-mandatory, fillable template plan.

However, the contractor is permitted to submit their own plan, at a minimum it must address the items listed in EM 381-1-1, Section 21.D.01.

Competent Person (CP) designated by the Contractor shall be onsite at all times while work at heights is being performed. The CP must be designated in writing and be trained in accordance with EM 385-1-1, Section 21.D.01. This includes a minimum of 24-hour CP in Fall Protection training made up of classroom and practical hands-on components.

NOTE: CPs may only approve non-certified anchorages that are capable of withstanding 5000 lbs. of force. All other anchorages and horizontal lifelines must be certified by a Qualified Person or engineer with related experience.

Personal Fall Arrest System Requirements (PFAS): All PFAS shall meet the requirements contained in ANSI Z359, Fall Protection Code, to include fall restraint and positioning systems. A PFAS consist of a full body harness, connecting means, and an anchorage system.

e. Diving Plan (If Applicable) The requirements of this section are applicable to contractors who will be engaged with underwater diving work, including inspection and repair activities. The diving plan shall be submitted to the Technical Point of Contact for approval by the New England District Diving Coordinator. The items to be submitted shall include:

i. Safety Practices Manual

ii. Diving Operations Plan

iii. Activity Hazard Analysis

iv. Emergency Management Plan

v. Dive Personnel Qualifications

The acceptance of submittals by the District Diving Coordinator shall not be construed as a complete check but will indicate only that the submittal generally complies with regulatory requirements. Acceptance will not relieve the Contractor of the responsibility for the compliance with EM 385-1-1, Section 30. After submittals have been accepted by the District Diving Coordinator, no resubmittal will be given consideration unless accompanied by an explanation as to why changes are necessary.

f. Cranes/Load Handling Equipment (If Applicable) All load handling and crane operations are required to be completed in accordance with EM 385-1-1, Section 16. These requirements are applicable to load handling equipment (LHE) to include cranes, derricks, hoists, and power-operated equipment that can be used to raise, lower, and/or horizontally move a suspended load. This includes excavators, forklifts, and other equipment when used with rigging. A Critical Lift Plan is required to be submitted and accepted by the Technical Point of Contact prior to any lifting operations. USACE can provide a non-mandatory fillable template plan. However, the contractor is permitted to submit their own plan, at a minimum it must include the items listed in EM 385-1-1, Section 16.H.

6. Pre-Work Conference – Prior to the start of any work, the Technical Point of Contact will schedule and conduct a “Pre-Work Conference”. The Contractor’s Project Manager and Quality Control Personnel will attend this meeting. This conference will be held at the time and location agreeable to the government and contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the procedures that will be followed by the Government in its administration of the contract, and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government’s administration and inspection of contract work or obtain other pertinent information that might be required. At the Pre-Work Conference the contractor shall provide the name of the project superintendent with a telephone number for project coordination.

The following is a general list of items for discussion during this Pre-Work Conference:

a. Authority of the Technical Point of Contact and Quality Assurance Inspectors.

b. Contractor’s Safety Program (including sub-contractors).

c. Accident Prevention Plan and Activity Hazard Analysis

d. Safety Meetings (Documented on NED Form 251)

e. Accident Reporting (ENG Form 3394)

f. Safety Data Sheet (SDS) requirements

g. Contractor’s Equipment

h. Correspondence, Communication, Security and Administrative Procedures.

i. Invoice and payment.

7. Permits – The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

8. Security – The contractor will comply with all established security policies at the Stamford Hurricane Barrier. Due to periods of heightened security that may affect the access to the areas covered under this contract, the Government reserves the right to close any property or portion of property and reschedule and/or cancel any subsequent service. The Contractor shall be given at least 24-hour notice of any such closure.

9. Contractor’s Personnel

a. Minimum Personnel Requirements - The Contractor shall provide an adequate number of fully qualified personnel to perform the specified service properly and efficiently within the time limits specified. The Contractor shall provide a list of the names and contact phone numbers for all employees prior to them working on Government Property.

b. Employee Conduct - The Contractor shall be responsible for seeing that the firm’s employees strictly comply with all CFR 36 Rules and Regulations, federal, state, and municipal laws. Any personnel activity, which, in the opinion of the Government, is deemed detrimental to the performance of the contract may result in the removal of Contractor employee/employees.

Examples of unbecoming actions or conduct include but are not limited to the following:

i. Cursing, harassment, or discrimination of and/or unwarranted physical contact with visitors, USACE personnel, or other contractors

ii. Recurring written and/or verbal complaints from visitors, USACE personnel, or other contractors.

iii. Unsafe operation of vehicles while on USACE property.

c. Removal of Contractor’s Employees - The Technical Point of Contact may require the Contractor to immediately remove from the work site any employee of the Contractor or subcontractor, who, in the opinion of the Technical Point of Contact, is incompetent, who endangers persons or property, or whose physical or mental condition is such that it would impair the employee’s ability to satisfactorily perform assigned work. Notification to the Contractor shall be promptly made in writing if time and circumstances permit.

Otherwise, notification shall be verbal or by telephone, and shall be confirmed in writing as soon as possible. No such removal, however, will reduce the Contractor’s obligation to perform all work required under this contract, and immediate replacement will be made as required. This requirement shall not be made the basis of any claim for compensation or damages against the United States or any of its officers or agents.

10. Changes to Quantity – The Government reserves the option, should it become necessary, to decrease or increase quantities in any or all designated contract areas. The Government may also, at any time during the duration of this contract, remove any portion of the contract responsibility and delete any subsequent work in the selected area. The Contractor shall be given adequate notification to prepare for either contingency. This decrease or increase will be deducted from or paid for in accordance with the bidding schedule or a negotiated cost.

Any increase in quantity must be negotiated with the Contracting Officer (KO). The Contractor shall not perform any additional work until the issuance of a formal modification signed by the Contracting Officer. In addition, the Technical Point of Contact may, on special occasions decide to reschedule work in order to avoid conflict with visitation or unnecessary expense. The Contractor shall be given at least 24 hours’ notice.

11. Payment – The contractor shall furnish the Technical Point of Contact with one invoice per month. The invoice shall include the invoice date, contract number, dates of service, description of work, quantities, and total amount due per line item. The invoice must also include the company letterhead, and this must match the data that is registered in the System for Award Management (SAM) registry. Payment shall be made monthly for the actual services performed at the applicable contract unit price.

All invoices may be mailed to

U.S. Army Corps of Engineers 4 Straits Turnpike

Middlebury, CT 06762

Or Emailed in PDF format to diana.j.errico-topolski@usace.army.mil or marci.m.montrose@usace.army.mil

B. Technical Requirements:

Part 1: General:

1. Summary – Furnish all labor, materials, supplies, and equipment necessary to repair a

Limitorque Gate Hoist Operator Assembly to include, but not limited to: gate stem, thrust nuts, collars, couplings, bolts, pins and any mechanical or electrical parts needed for proper operation of the sluice gate.

2. Existing Conditions – The existing Limitorque Gate Hoist Assembly has the following characteristics: See Informational Photos 1- 12

Limitorque electrical power actuated mechanism for control of one 8’ x 8’ cast iron type sluice/slide flood gate (leaf weight 7,000 lbs) with push button operation, and hand wheel as a standby manual operation control for lowering or raising the sluice gate.

Limitorque Size: L120-85/60-2P 32 RPM output with 1695.8 ft-lbs operating torque and 3790 ft-lbs max torque. Bevel gear drive is Limitorque 320-50.

Actuator speed is 12.0” per minute.

The sluice gate is cast iron and 8’ x 8’ in size. The invert elevation is -13.00 ft NGVD; High Water Elevation is 14.80 ft NGVD; Head to Centerline of Gate is

23.80 ft NGVD.

There is no overhead crane for lifting. If a crane is required for removal or installation of the stems or sluice gate, the contractor may set up a temporary unit to fulfill lifting requirements.

3. Submittals – Although the Government technically reviews submissions required by this Performance Work Statement, it is emphasized that the Contractor’s work must be completed using proper internal controls and review procedures. The documents identified below must be prepared in accordance with the applicable standards, submitted to the Technical Point of Contact for review and accepted within 30 days of contract award. Submittals must be accepted before the commencement of any field activities.

Accident Prevention Plan Activity Hazard Analysis Critical Lift Plan – Prior to the start of field work (Required if load handling equipment is to be utilized)

Manufacturer’s product data sheets – Prior to ordering Manufacturer’s cut sheets for all new and replaced materials Warranty information Contractor Qualification Documentation Competent Person in Fall Protection Electrician License Documentation Operational Test Result- Completion of field work prior to final payment Motor Testing Documentation for before and after refurbishment Replacement Parts List – prior to ordering Dive Plan and all associated documents (Required if divers are necessary).

4. References – All work shall be in conformance with:

American Society of Mechanical Engineers (ASME) ANSI/ASME B30.2 Overhead and Gantry Cranes Institute Of Electrical and Electronics Engineers (IEEE)

i. IEEE 100 (2000; Archived) The Authoritative Dictionary of IEEE Standard Terms

ii. IEEE C2 (2012; Errata 2012; INT 1-4 2012; INT 5-7 2013) National Electrical Safety Code

National Fire Protection Association (NFPA)

i. NFPA 70 (2014; AMD 1 2013; AMD 2 2013; AMD 2 2013; Errata 2

2013) National Electrical Code

ii. NFPA 70E (2012; Errata 2012)

Standard for Electrical Safety in the Workplace

5. Requests for Information – After contract award, requests concerning the work of this project should be directed to the Technical Point of Contact, Diana Errico-Topolski at phone number (978) 318-8370 or email at diana.j.errico-topolski@usace.army.mil or Marci Montrose at 978-318-8379 or by email at marci.m.montrose@usace.army.mil.

6. Preferred Sequence for Work Schedules – The Technical Point of Contact shall provide the Contractor with a preferred sequence, or order, of work. (Note: The Contractor must provide sufficient personnel and equipment to accomplish services stated in the contract).

The Contractor will then be required to submit a work schedule for each service, and approximate times for beginning and ending of each required service listed. Any proposed change to an approved schedule must be submitted in writing, coordinated, and approved by the Technical Point of Contact in advance of actual schedule changes.

7. Clean Up and Waste Disposal – The Contractor shall keep the work area free from the accumulation of waste materials. Any and all disturbed areas resulting from contractor activities shall be restored by the contractor to the satisfaction of the Technical Point of Contact. All waste materials will be disposed of off-site in accordance with all federal, state, and local environmental regulatory requirements met.

8. Environmental Protection – Containers for excess and/ or waste materials, rubbish, etc.

shall be provided by the contractor at the site, and the site will be inspected/ cleaned on a daily basis when working onsite. Water, air, and land resources shall not be adversely impacted during the course of the work. The contractor will take necessary steps to ensure all federal, state, and local environmental regulatory requirements are met at no additional cost to the Government. Assurance of compliance with this section by subcontractors shall be the responsibility of the contractor.

9. Building Protection – Any involved building or structure, and all of its contents shall be protected from the elements during the duration of this contract. The contractor shall keep on site the means to quickly cover and protect all areas open to the elements during an unforeseen weather-related event that could cause damage to the building and or any of its contents during all phases of this contract.

10. Government Resources – The contractor may use the existing restroom facilities at

Stamford Hurricane Barrier. The contractor may set up a portable toilet on site. The government shall supply any electricity or water necessary for the project work from points of existing outlets. The contractor shall carefully conserve the use of electricity and water provided. The contractor shall supply his own means of communication (telephone).

11. Damage to Government and Private Property – The contractor shall be responsible for restoring all Government facilities or structures damaged as a result of the contractor’s operation. The contractor shall also be responsible for any damage to private property or injury to any person as a result of the contractor’s operation. The contractor shall notify the Technical Point of Contact immediately of damage to Government and private property and injury to any person resulting from the contractor’s operation. Also, the Contractor shall notify the Technical Point of Contact of damage to Government facilities due to vandalism or other causes on the day such damage is first noticed. Trucks and/or trailers will be driven on existing roads only and not across or through park areas to facilities. The Contractor shall also restore landscape features (shrubs, flowers, grasses, etc.), which are damaged or destroyed by the contractor’s operation. Damaged or destroyed grass areas shall be re-planted as directed by the Technical Point of Contact, and shrubs and flowers which are damaged or destroyed shall be replaced from nursery stock of like size and kind.

12. Omissions – This contract may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

13. Quality Assurance – The contractor is responsible for the quality control of the contract work. The contractor shall establish and maintain a quality control system to assure compliance with the contract requirements. The government has the right to inspect and test all items called for by the contract, to the extent practicable at all times and at all places during the term of the contract.

14. Other Contracts – The Government may undertake or award other contracts for additional work not related to this contract, and the contractor shall fully cooperate with other contractors and Government employees. The contractor shall not commit or permit any act which will interfere with the performance of work by another contractor or by Government employees.

15. Inspections-

a. Contractor Quality Control - The Contractor is responsible for establishing and maintaining an adequate quality control system to satisfactorily inspect and ensure that all work performed by the Contractor’s organization in each separate service is in full compliance with this contract and the instructions, provisions, specifications, drawings, and maps herein

b. General Inspection - Upon the completion of each service requirement, the Contractor will perform an inspection of all areas under this contract to ensure compliance with the Performance Work Statement. The Contractor or their representative must be able to commit personnel, equipment, and resources to correct deficiencies. The Services Inspection Form (form to be provided to the Contractor at the pre-work conference) will be submitted to the Technical Point of Contact to allow verification of results for payment. A Government representative may accompany the contractor on an inspection of completed work and will identify any contract deficiencies. Any deficiencies noted will be corrected within original contract time frames or appropriate deductions in payment will be made.

c. Equipment/Supplies Inspections - The Technical Point of Contact may inspect required equipment and, supplies at any time when in use on Government property. Any equipment found deficient shall be removed from service immediately until faulty conditions have been corrected and passed by the Technical Point of Contact. No such removal will reduce the Contractor’s obligation to perform all work required within the time scheduled under this contract. This requirement shall not be made the basis of any claim for compensation or damages against the United States or any of its officers or agents.

d. Government Inspections - The Government will monitor the Contractor’s service performance and make deductions accordingly.

16. Receiving and Storing Materials and/or Equipment – The contractor is responsible for protecting any stored material until it is placed in service. The contractor is responsible for receiving and unloading of delivered goods. Government employees will not receive materials or supplies for the contractor and will not be responsible for damage to the contractor’s equipment or materials. All contractor/rental equipment will be removed from the site within three (3) days of contract completion.

Part 2: Service Requirements

1. Safety Equipment: It is the Contractors responsibility to furnish and supply personnel with proper personal protective equipment and/or fall protection when and where necessary

2. Contractor Qualifications:

a. All work shall be performed be Qualified Personnel with verifiable credentials that are familiar with applicable code requirements. Verifiable credentials consist of State, National and/or Local Certifications. Any electrical work will include afore mentioned certifications or licenses that a Master or Journeyman Electrician may hold, depending on work being performed.

b. The Contractor shall be certified for electrical valve actuator repair/service.

c. If crane services are needed, operator must possess a current National Commission for the Certification of Crane Operators (NCCCO) or the Crane Institute Certification (CIC) certification.

d. Qualifications may be met by subcontractors.

3. Repair of Limitorque Assembly:

Repair of the assembly shall include, but not be limited to, complete disassembly, thorough cleaning, replacement of parts, and detailed inspection of all components within and attached to the units as well as exterior shaft key inspection (while unit is removed) located beneath the torque plate of each unit. Work shall include refurbishment, recommendations, testing, and documentation. If damage is noted to the gate stem, actuator or motor, refurbishment or replacement will be considered. Contractor will field verify all damages, wear and will take measurements for replacement parts to ensure proper fit and workability. All existing nuts, collars and couplings will be given to barrier staff and kept on site after removal.

a. Inspection of actuator and motor

i. The Contractor shall inspect all parts of the Limitorque B320-50 gear assembly to include bearings, bevel gear and pinion for wear and damage.

ii. The Contractor shall inspect all parts and positions of the Limitorque L20-85 actuator to include torque switches, limit switches, gauges, levers, potentiometer settings and motor rotation.

iii. Inspection of all electrical components (including wiring), limit switches and switches shall be completed.

iv. Shall be completed within 60 days after contract award.

b. Replacement of Actuator Parts

i. Replacement of all gaskets, seals, and bearings, replacement of lubricant with manufacturer’s specified lubricant.

ii. Removal and replacement of gate stem nuts, thrust nuts, pins, collar plates and couplings shall be completed.

iii. Completed within 90 days after contract award.

c. Option for Additional Repairs (Limitorque Assembly) - Any broken, missing, or damaged parts not previously identified in the Performance Work Statement, shall be identified at disassembly and inspection. The Contractor shall prepare an itemized list of parts and labor (including pricing per hour) as well as estimated parts delivery time and installation time and provide the list to the Technical Point of Contact for evaluation and approval prior to ordering. Parts shall meet or exceed original manufacturer specifications. The Technical Point of Contact shall confirm the parts meet or exceed original manufacturer's requirement and confirm the pricing is fair and reasonable prior to exercising the optional task. The Contractor shall assume that the cost of the “Replacement Parts and Labor” will not exceed $10,000 for this contract for quote submission and evaluation purposes only. If additonal repairs, outside of the requirements listed above, are required, the Contractors parts and labor pricing will be evaluated and the optional task will be exercised in the amount of the pricing determined fair and reasonable. This optional task may be exercised mutlitple times not to exceed $10,000. The Contractor shall not expect payment if no additional repairs are required.

No work on tasks identified under the option contract line-item number shall be performed until the Contractor receives a formal modification to the Purchase Order signed by the Contracting Officer.

4. Removal, Inspection and Repair of Gate Stem and Appurtenant Components

a. Inspection of Gate Stem and Components

i. The current gate stem is made of stainless steel which conforms to ASTM A

276 type 304. It is to be removed, thoroughly cleaned, and inspected. If damaged the inspection report will identify if refurbished or replacement is required. If new stem is required, the specifications will meet or exceed the ASTM A 276 type 304 specifications.

ii. Thrust nuts, stem nuts, collars and couplings shall be removed and replaced regardless of condition and shall be cast bronze conforming to ASTM B 584, CA873. Old thrust nuts, stem nuts, collars and couplings MUST be given to the on-site staff upon removal.

iii. Fasteners and keys shall be replaced and made of stainless-steel conforming to ASTM A 276, Type 316.

iv. Stem guides shall be inspected and cleaned. If inspection indicates the need for replacement, new stem guides will be made of cast Ni-resistant, bronze bushed, or cast bronze mounted on cast Ni-resistant brackets. They shall be adjustable in two directions and shall be spaced at sufficient intervals to adequately support the stem. Stem guide spacing shall not exceed an l/r ratio greater than 200 and shall not be spaced greater than 10 feet except where required by gate travel.

v. All anchor bolts, studs, nuts, and washers associated with attaching stem guides shall be corrosion resistant steel conforming to ASTM A 276, type 316.

vi. Shall be completed within 90 days after contract award.

b. Option Additional Repairs (Gate Stem and Components) - Any broken, missing, or damaged parts not previously identified in the Performance Work Statement, shall be identified at disassembly and inspection. The Contractor shall prepare an itemized list of parts and labor (including pricing per hour) as well as estimated parts delivery time and installation time and provide the list to the

Technical Point of Contact for evaluation and approval prior to ordering. Parts shall meet or exceed original manufacturer specifications. The Technical Point of Contact shall confirm the parts meet or exceed original manufacturer's requirement and confirm the pricing is fair and reasonable prior to exercising the optional task. The Contractor shall assume that the cost of the “Replacement Parts and Labor” will not exceed $10,000 for this contract for quote submission and evaluation purposes only. If additonal repairs, outside of the requirements listed above, are required, the Contractors parts and labor pricing will be evaluated and the optional task will be exercised in the amount of the pricing determined fair and reasonable. This optional task may be exercised mutlitple times not to exceed $10,000. The Contractor shall not expect payment if no additional repairs are required. No work on tasks identified under the option contract line-item number shall be performed until the Contractor receives a formal modification to the Purchase Order signed by the Contracting Officer.

5. Sluice Gate-

a. Inspection of Sluice Gate

i. The contractor shall inspect and thoroughly clean the 8’ x 8’ sluice gate and report any damages, wear, possible leakage, paint chipping or any other possible problems that may be evident.

ii. Inspection report will be required.

b. Option to Dislodge Sluice Gate -There is a possibility that the gate may be wedged in its seating and in need of dislodging. The Contractor shall furnish all labor, materials, supplies and equipment necessary to free the gate to be operational. No work identified under this optional task shall be performed until the Contractor receives a formal modification to the Purchase Order signed by the Contracting Officer.

6. Operational Test:

The Contractor shall perform an Operational Test of the Gate Hoist Operator Assembly at the completion of the refurbishment.

a. All on site testing shall be coordinated with the Technical Point of Contact.

b. The Contractor shall provide written documentation of the results of the

Performance Test prior to reinstallation.

c. The Contractor shall provide a written checklist for each step performed during reinstallation of the operator assembly that will be checked of as each step is completed by the Contractor as well as the Technical Point of Contact.

d. The Contractor shall manually open the sluice gate approximately 6 inches prior to operating the electrical motor.

e. After manually opening the gate, the motor shall be electrically engaged to move in the OPEN position for approximately 3-5 seconds to verify that the direction of movement corresponds with the correct electrical actuator push button.

f. Once shaft rotation is verified as correct, the Contractor shall set and properly adjust the limit and torque switches to ensure gates will automatically stop upon the switches triggering.

g. The Operator Assembly shall be electrically operated through three full cycles in the presence of the Technical Point of Contact, with one cycle being conducted using the controls from the Operating Room of the facility.

h. The Operational Test shall demonstrate the proper operation of both limit and torque switches for each unit to the satisfaction of the Technical Point of Contact.

(End of Summary of Changes)