B.02.09 Solicitation Amendment P00001 W912DQ24R4017 .pdf

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Repair Hangar Door Opening Mechanism
Solicitation number
W912DQ24R4017
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About this file

This document is a solicitation amendment for a federal contract opportunity to perform a complete restoration of four historic tilt-up hangar doors at the New Century Air Center in New Century, Kansas.

The amendment updates the Performance Work Statement based on questions from the site visit and provides the government's responses. Key details include: the requirement to refurbish the mechanical and electrical systems, including the cable system, electrical and control system, motors, gearboxes, and other components; the need to maintain the historical aesthetic of the doors and coordinate with the State Historic Preservation Office on any changes; a phased approach to restoring the north and south hangar doors; requirements for submittals, quality control, and warranty; and clarifications on prevailing wages, supervision, and painting/coating work. The amendment also changes the response due date from April 26 to April 24, 2024.

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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

New Century Historic Hanger Door Repair

The purpose of this amendment is to update the Performance Work Statement based on questions from the site visit and provide the government responses to questions from industry.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 09-Apr-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 W912DQ24R4017

X 9B. DATED (SEE ITEM 11)

21-Mar-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

09-Apr-2024

CODE

USACE, KANSAS CITY CT

FEDERAL BLDG CT-M 601 E 12TH STREET

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ24R4017

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:

SUMMARY OF CHANGES

A. NECESSITY FOR THE CHANGE: The purpose of the amendment is to update the Performance Work Statement

B: DECRIPTION OF CHANGE: This amendment is to update the Performance Work Statement based off questions from the site visit.

NOTE: Deleted text is shown in RED with strikethrough. Added text is shown in GREEN with underline.

C. CHANGE IN ACCOUNTING AND APPROPRIATION DATA: NA

D. CHANGE IN TIME: NA

E. CHANGE IN PAYMENT: NA

F. CONTRACTING OFFICERS STATEMENT: Only a warranted Contracting Officer (either a Procuring Contracting Officer (PCO) or and Administrative Contracting Officer (ACO)), acting within their appointed limits, has the authority to issue amendments or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this solicitation you shall not proceed with the change and shall immediately notify the Contracting Officer.

G. CONTRACTOR'S STATEMENT OF RELEASE: Acceptance of this amendment by the Contractor constitutes an accord and satisfaction and represents payment in full for both time and money and for any and all cost, impact effect, and for delays and disruptions arising out of or incidental to, the work as herein revised.

H. POINT OF CONTACT: Dale Coleman, 816-389-3500, dale.e.coleman@usace.army.mil .

I. All other terms and conditions of this RFQ remain unchanged.

QUESTIONS AND GOVERNMENT RESPONSE FROM INDUSTRY

Q1. Would USACE entertain installing new components in lieu of re-building/re-furbishing existing components, provided they do not affect the historical aesthetics of the existing doors? Specifically, as it pertains to the existing motor, gearboxes, and brake?

A1. No, need to follow the Performance Work Statement as it is written.

Q2. Are there any as-built drawings available of the hangar door openings or components associated with the hangar doors?

A2. There are no as-built drawings. Attached is what is available and may provide some information.

Q3. Please confirm that a Payment and Performance bond is required.

A.3 This is a commercial service so a payment and performance bond will not be required.

Q4. There was a comment during the site visit that Davis Bacon Wages do not apply. However, when referring to the solicitation, we noted that there is a Wage Determination. Please clarify if this project will require prevailing wages?

A4. This requirement is subject to the Service contract wages, not the Davis Bacon Wages.

Q5. With regards to on-site supervision, will a triple-hat supervisor be acceptable? Meaning can the QCM/SS/SSHO be represented by one individual?

A5. Yes, this is acceptable.

Q6. Please confirm that the extent of the CLIN Option 0003 Prime and Painting applies to the inside and outside of the hangar door frame only and does not include the K-Members or any other structural components other that the frame of the hangar doors.

A6. Correct, only the interior/exterior frames of the doors themselves and no structural components that connect to the door.

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 26-Apr-2024 12:00 PM to 24-Apr-2024 12:00 PM.

The following have been modified:

PERFORMANCE WORK STATEMENT

NOTE: Deleted text is shown in RED with strikethrough. Added text is shown in GREEN with underline.

PERFORMANCE WORK STATEMENT (PWS) FOR

HANGAR DOOR RESTORATION

Location: New Century Air Center, New Century, KS

Part 1 - General

1.1 SUMMARY

1.1.1 Project Description: Four (4) existing historic tilt-up hangar doors. Perform a Complete restoration of two

(2) existing north facing hangar doors and two (2) existing south facing hangar doors. The work entails a full mechanical and electrical rehab of each of the four (4) hangar doors in the facility, to include cable system and components, electrical and control system, etc.

1.1.2 Safety: All work will comply with EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS, for proper safety protocol when conducting the work at this facility. Contractor will perform a safety inspection of existing conditions, prior to commencing work. Contractor is responsible for performing work in a safe manner and providing stability of infrastructure during work. The contractor shall provide all measures necessary to protect the structure during construction. All temporary construction bracing shall be left in place as long as required for safety.

1.2 PROJECT SCHEDULE

1.2.1 The Contractor will utilize the initial schedule included in the proposal and fully develop that schedule to reflect the necessary activities to adequately plan, monitor, and control the work effort. At a minimum, the schedule shall identify:

Start Milestone, projected Completion Milestone, Contractor Completion Date Milestone, and Phase start/finish milestones.

Government activities that could impact progress (i.e. 14 day submittal reviews, and approvals).

Construction Quality Management (CQM) activities. These activities include the Preparatory Phase and

Initial Phase for each Definable Feature of Work identified in the Contractor’s Quality Control Plan. These activities should also be included in the Contractor’s Three-week Look ahead schedule and in each bi-weekly progress update meeting.

Commissioning / Testing Turnover and Closeout activities, including pre-final inspection, punch list completion, final inspection and acceptance, and final as-built drawings.

1.2.2 With the exception of the Contract Award and Contract Completion Date (CCD) milestone activities, no activity shall be open-ended; each activity will have predecessor and successor ties. Once an activity exists on the schedule it may not be deleted or renamed to change the scope of the activity and will not be removed from the schedule logic without approval from the COR.

1.2.3 Project schedules will be prepared using Microsoft Projects, if not available then provided in a format which shows project tasks and interdependencies.

1.2.4 Submit a baseline schedule for the entire project with all activities through close-out. This schedule shall be submitted in accordance with Paragraph 1.6, Submittals.

1.2.5 Submit a 3-Week Look Ahead Schedule for each bi-weekly progress meeting. This Look-Ahead schedule will provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans will be keyed to activity identification numbers and updated each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and other meetings. Identify critical path activities. The Schedule will be reviewed during each progress meeting.

1.3 WORK HOURS

1.3.1 Coordinate all activities in advance with the facility manager. Work will not interfere with facility operations, to the greatest extent possible. Working hours will be limited to Monday through Friday, 7:00AM to 4:00PM. Coordinate with the 88th RD facility manager to account for workdays when there could be a conflict with the unit training schedule.

1.3.1.1 Work performed outside of these indicated days and hours must be requested in writing and receive approval of the 88th Readiness Division (RD) facility manager in advance.

1.4 BI-WEEKLY PROGRESS MEETINGS

1.4.1 Conduct a bi-weekly meeting with the Government (or as otherwise mutually agreed to) for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports. At the bi-weekly progress meeting, address the status of RFIs, RFPs and Submittals.

1.5 REFERENCES

1.5.1 Unified Facilities Criteria

UFC 1-200-01 DoD Building Code Change 2 2023-06-12

UFC 3-301-01 Structural Engineering, with Change 1 2023-10-02

UFC 3-501-01 Electrical Engineering, with Change 1 2019-11-01

1.6 SUBMITTALS

1.6.1 Site work will not commence until the Government has approved all required submittals. Partial submittals will not be accepted without prior approval from the Contracting Officer. Each submittal will identify the specific members and titles of the Contractor’s and subcontractor’s staff that had significant input into the submittal preparation. All submittals will be updated, as applicable, and submitted upon award of Optional CLINSs to address work to be performed.

1.6.2 Following are the submittals and associated submission timeframe and Government Review requirements.

The Contractor will allow the Government 14 business days to review all submittals.

Submittal Submission Timeframe/Government Approval

Baseline Project Schedule (entire project)

Within 15 calendar days of Notice to Proceed (NTP)

Schedule Updates Monthly Three-Week Look Ahead Schedule Bi-Weekly as part of the progress meetings Quality Control Plan Within 15 calendar days of NTP.

Drawings & Product Cut Sheets Within 30 days of NTP.

Demolition Plan Within 30 days of NTP.

Inspection Report Within 60 days of NTP.

As-Built Drawings Within 45 calendar days of project turn over.

O&M Manual Within 45 calendar days of project turn over.

Warranty Management Plan Within 45 calendar days of project turn over.

1.6.3 Provide electrical drawings detailing new components, to include but not limited to, conductors, conduit, disconnect, switches, control panel, brakes, limit switch, and plan for refurbishment of opener motor.

Provide all applicable cut sheets for review.

1.6.4 Sign, date and seal all Contractor-originated design drawings by the registered architect or the registered engineer of the respective discipline. This is the seal of the Designer of Record for that drawing.

Application of the electronic seal and signature accepts responsibility for the work shown thereon.

1.6.5 Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms. Identify anticipated materials and waste for salvage and recycling. Describe actions to promote material resale or recycling. To the extent practicable, all scrap metal must be sent for reuse or recycling and will not be disposed of in a landfill.

1.7 QUALITY CONTROL

1.7.1 The Contractor will ensure that all work, to include subcontractors and supplies, complies with the requirements of this PWS. The quality control will be adequate to cover all operations, including both on and off-site activities. Prepare daily reports, identify, and track deficiencies, document progress of work, and support other Contractor QC requirements. Operations will be permitted to begin only after acceptance of the Quality Control Plan or acceptance of an interim Quality Control Plan applicable to the particular feature of work to be started.

1.7.2 The Contractor is responsible for quality control and will establish and maintain an effective quality control system. The quality control system will consist of plans, procedures, and organization necessary to produce an end product that complies with governing regulations and contract requirements. The Contractor’s quality control program will include inspections, tests, and/or analytical reports. The Contractor will maintain current records providing factual evidence that required quality control activities and/or tests have been performed. These records will include the work of subcontractors and suppliers. The Contractor will notify the Contracting Officer Representative of any detected noncompliance of work performed with established quality control criteria. The nonconformance report will include the cause of the nonconformance, proposed corrective action(s), and effect on the overall project schedule.

1.7.3 Quality Assurance: Government personnel will evaluate the Contractor’s performance and record all surveillance observations. When an observation indicates defective performance, the Government will notify the Contractor and require the deficiency to be corrected to conform to contract requirements at no additional cost to the Government.

1.7.4 Quality Control Plan: Quality Management will be executed in accordance with ER 1110-1-12, Quality Management, and the requirements specified herein. A Quality Control Plan (QCP) specifically tailored to this project. The QCP will describe review methods, tests, procedures, inspections, documentation, and other information as necessary to provide complete assurance to the Government that all work will be conducted in accordance with acceptable standards of engineering, architectural and scientific practice.

1.7.5 The QCP at a minimum will:

Describe the quality control organization with names of individuals, qualifications of those individuals, responsibilities, and chains of authorities.

Describe internal quality control reporting procedures and procedures for quality control reporting to the

COR.

Describe quality control (QC) procedures of all subcontractors and how subcontractor services/products will be interfaced with the primary contractors. The Contractor is responsible for the quality of all subcontractor products.

1.7.6 At the Government’s request, the Contractor will provide all support necessary for Government Quality Assurance reviews to verify that the Quality Control processes are in compliance with the approved QCP.

1.7.7 The QCP will be updated as required throughout the project life and submitted for review and approval by the Government.

Part 2 - Products

2.1 EXISTING DOOR PANEL CONSTRUCTION

2.1.1 The existing four (4) tilt-up hangar doors have been classified as “the primary character-defining feature of the facility,” therefore the exterior aesthetics of the facility need to stay as they are, to the greatest extent possible. Any alterations to the significant character-defining features should be approached carefully and sensitively, following the Secretary of the Interior’s Standards for Rehabilitation. (https://www.nps.gov/tps/standards/four-treatments/treatmentrehabilitation ). Any damage to the hangar doors will be immediately reported to the 88th RD Cultural Resources Manager (CRM). Any required repairs shall be completed “in kind”. If a material change is required to accommodate the rehab/repair effort, consultation is required with Kansas State Historic Preservation Office (SHPO) as to an acceptable replacement material. Consultation will be coordinated with the CRM, which will work with the Kansas SHPO to ensure compliance.

2.2 HARDWARE

2.2.1 General: Provide heavy duty type hardware with fasteners as required for a complete installation. All moving parts associated with the 1942 Byrne motor and gears overhead door system shall be rebuilt/refurbished with a compatible system that will cause minimal alteration or damage to the historic hangar bay floor plan, exterior elevation, and historic materials.

2.2.2 Existing Guide Rollers: Remove and replace all anti-friction bearing guide rollers. Guide rollers shall engage steel door guides and guide the panel up and down. The northwest hangar door recently underwent maintenance work that replaced the old guide rollers. These guide rollers will not be replaced.

Replace all other wear parts that come in contact with the K-arm, to include all rollers and pins.

2.2.3 Existing Cable Separator (Sag) Rollers: Remove and replace all four (4) cable separator rollers that are found on each side of the hangar facility.

2.2.4 Existing Cable System: Manufacture, remove and replace all existing wire rope (cables), sheave assemblies (counterweight and header sheaves) and fittings to make system operable. All idler sheaves will be provided with sealed roller bearings. Following installation of the new cable system, contractor must rebalance door alignment so that doors are weathertight and vertically plumb at each end.

2.2.5 Existing Hangar Door Weather Seals: Provide new continuous rubber, neoprene, or flexible vinyl adjustable weatherstrip gasket at tops and sides.

2.2.6 Inspect hand-operated disconnect mechanism for automatically engaging sprocket-chain operator and releasing brake for emergency manual operation and ensure all are in full working order.

2.2.7 Existing Structural Elements: New attachments to existing structural elements, except where replaced in kind, are not allowed. All replacement and repairs must be completed such that additional structural load (gravity and lateral) is not imposed on the existing structure. Structural modifications to the existing structural elements are not permitted.

2.2.8 Gearbox: Complete gearbox rebuild/refurbish, to include removal and reinstallation of the gearbox, manufacturing, and installation of Internal worm gears, Worm shaft, Drive sprocket, Motor sprocket, Chain, External Pinion Gears, All bearings, gaskets, and oil seals.

2.2.9 Walk-in Doors: Replace all four (4) walk-in doors, one on each of the corners of the hangar that allow access through the tilt-up hangar doors. Replace all hardware to include hinges, latches, panic bar, handle mechanism, pneumatic door closer, and weather seals.

2.2.10 Electrical: All work will be performed in accordance with EM 385-1-1 and comply with the requirements of UFC 3-501-01 and NFPA 70. Components specified for replacement will be new, unless specifically noted otherwise, and be compatible with existing electrical characteristics of the facility.

Unless otherwise approved, all new conductors shall be copper.

Replace the two Emergency Open Switches located exterior of the facility. Switches will be provided in weatherproof enclosures. Conductors will be replaced from switch to control panels on catwalk. Conduit system may be reused upon verification of code compliance and confirmation of structural integrity.

Provide existing historical switch and faceplate to Government once removed.

Provide new interior hangar door activation switches located on ground level at each corner of the facility.

Each of the four locations has two switches and can open both doors on the associated side of the hangar.

Conductors will be replaced from switch to control panels on catwalk. Conduit system may be reused upon verification of code compliance and confirmation of structural integrity.

Hangar Door Control/Motor Catwalk Bay (4 Total)

1) Provide new main disconnect and conductors to source. Source is the E-Panel (120/208V, 3-Phase, 70A Ckts: 2,4,6 & 8,10,12) located in the East Wing Basement. Conduit system may be reused upon verification of code compliance and confirmation of structural integrity. (Option, CLIN 0002)

2) Provide new Control Panel. Control panel will maintain existing control scheme to include functions of the Time Delay Relay, Limit Switches, Hi/Low Speed and sounder device. Verify existing control prior to demolition of existing and fabrication / installation of new panel.

3) Provide new conductors and conduit to all components within the Hangar Door Control/Motor Catwalk Bay (i.e.: motors, brakes, limit switches, sounder device, etc.). Provide new junction box and reroute to where it is more accessible.

4) Electric brakes will be replaced. Existing brake is Stearns Model 1-087 031-07, 60 Hz, 220V).

5) Refurbish and rewind existing Reliance motors. Perform phase rotation testing prior to and after completion of work.

6) Provide new limit switch system to match existing. Calibrate as required.

After completing installation, including work by other trades, lubricate, fully test, and commission door operation system, and adjust doors to operate easily, free from warp, twist or distortion and fitting weathertight for entire perimeter.

2.3 PRIME AND PAINTING (Option, CLIN 0003)

2.3.1 General: Clean and prime exterior and interior ferrous metal surfaces, exposed and unexposed except tightly joined and lubricated surfaces, with door manufacturer’s standard rust-inhibitive primer. Use primer that is compatible with finish painting.

2.3.2 Face: Inspect the existing face of panels both exterior and interior for rust, corrosion damage. Remove rust and corrosion and prepare site(s) for paint. Replace any clear or obscure glass panes found to be cracked or broken. Hangar door windows shall be replaced in-kind with the bottom row a clear glass for safety.

Deviation from in-kind replacement would require additional consultation with SHPO to select an appropriate pane type for consistency.

2.3.3 Frame: Inspect the existing frame of the tilt-up hangar doors for rust, and corrosion damage. Remove rust and corrosion and prepare site(s) for paint. Paint is known to contain lead, as shown in KS 014 Lead Based Paint Survey 2006-07. All safety precautions must be followed when preparing surface for painting, to include the scraping of flaking paint. Proper protocol must be followed in the disposal of contaminated paint removed from the surface of the hangar doors.

2.3.4 Painting: Clean and prime the exterior and interior of the existing hangar doors and prepare for finished painting. Paint color is to match existing.

Part 3 - Execution

3.1 EXAMINATION

3.1.1 While performing work listed in the PWS complete a visual inspection and provide a summary of any items not identified, that need repaired or replaced. One item of note to be inspected are the windblocks at the bottom of each of the doors.

3.1.2 Any damage to facility or infrastructure done by the contractor is to be repaired back to previous conditions.

3.2 PHASING

3.2.1 The restoration of the hangar doors will commence as follows:

North hangar doors will be restored first.

South hangar doors will be restored last.

3.3 OPERATION AND MAINTENANCE MANUALS

3.3.1 Provide two electronic copies of the Operation and Maintenance Manual files and two hard copies of the

Operation and Maintenance Manuals.

3.3.2 Operating Instruction: Provide specific instructions, procedures, and illustrations for the following:

Normal Operations: Provide Control Diagrams with data to explain operation and control of systems and specific equipment.

Emergency Operations: Provide Emergency Procedures for equipment malfunctions to permit a short period of continued operation or to shut down the equipment to prevent further damage to systems and equipment. Provide Emergency Shutdown Instructions for fire, explosion, spills, or other foreseeable contingencies. Provide guidance and procedures for operation of the emergency manual opener.

Operator Service Requirements: Provide instructions for services to be performed by the operator such as lubrication, adjustment, and inspection.

Preventive Maintenance Plan, Schedule, and Procedures:

1) Provide manufacturer's schedule for routine preventive maintenance, inspections, condition monitoring (predictive tests) and adjustments required to ensure proper and economical operation and to minimize repairs. Provide instructions stating when the systems should be retested. Provide manufacturer's projection of preventive maintenance workhours on a daily, weekly, monthly, and annual basis including craft requirements by type of craft. For periodic calibrations, provide manufacturer's specified frequency and procedures for each separate operation.

2) Define the anticipated time required to perform each of each test (workhours), test apparatus, number of personnel identified by responsibility, and a testing validation procedure permitting the record operation capability requirements within the schedule. Provide a remarks column for the testing validation procedure referencing operating limits of time, pressure, temperature, volume, voltage, current, acceleration, velocity, alignment, calibration, adjustments, cleaning, or special system notes.

Delineate procedures for preventive maintenance, inspection, adjustment, lubrication and cleaning necessary to minimize repairs.

3) Lubrication Data: Include the following preventive maintenance lubrication data:

o A table showing recommended lubricants for specific temperature ranges and applications.

o Charts with a schematic diagram of the equipment showing lubrication points, recommended types and grades of lubricants, and capacities.

o A Lubrication Schedule showing service interval frequency.

3.4 WARRANTY

3.4.1 Provide a one-year warranty for all installed components against defects in material and workmanship, beginning on the date of Project Acceptance.

3.4.2 At least 30 days before the planned work completion, submit one set of the warranty management plan.

Include within the warranty management plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan narrative must contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesmen, or of engineering background, not necessarily familiar with this contract. The term "status" as indicated below must include due date and whether item has been submitted or was accomplished. Assemble approved information in a binder and turn over to the Government upon acceptance of the work, along with an electronic copy placed on a compact disc (CD). The construction warranty period must begin on the date of project acceptance and continue for the full product warranty period. The warranty management plan must include, but is not limited to, the following:

Roles and responsibilities of personnel associated with the warranty process, including points of contact and telephone numbers within the organizations of the Contractors, subcontractors, manufacturers, or suppliers involved.

For each warranty, the name, address, telephone number, and e-mail of each of the guarantor's representatives nearest to the project location.

As-Built Record of Equipment and Materials list for each warranted equipment, item, feature of construction or system indicating:

1) Name of item.

2) Model and serial numbers.

3) Location where installed.

4) Name and phone numbers of manufacturers or suppliers.

5) Names, addresses and telephone numbers of sources of spare parts.

6) Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have warranties longer than one year must be indicated with separate warranty expiration dates.

7) Cross-reference to warranty certificates as applicable.

8) Starting point and duration of warranty period.

9) Summary of maintenance procedures required to continue the warranty in force.

10) Cross-reference to specific pertinent Operation and Maintenance manuals.

11) Organization, names, and phone numbers of persons to call for warranty service.

12) Typical response time and repair time expected for various warranted equipment.

Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty or safety reasons.

Contractor's Response to Construction Warranty Service Requirements: Following oral or written notification by the 88th, respond to construction warranty service requirements in accordance with the "Construction Warranty Service Priority List" and the three categories of priorities listed below. Submit a report on any warranty item that has been repaired during the warranty period. Include within the report the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the Contractor does not perform the construction warranty within the timeframe specified, the Government will perform the work and back charge the construction warranty payment item established.

1) First Priority Code 1. Perform onsite inspection to evaluate situation and determine course of action within 48 hours, initiate work within 96 hours and work continuously to completion or relief.

2) Second Priority Code 2. All other work to be initiated within 5 workdays and work continuously to completion or relief.

The "Construction Warranty Service Priority List" is as follows:

1) Code 1-Doors

a. Overhead doors not operational, causing a security, fire, or safety problem.

2) Code 2-Doors

a. Overhead doors not operational.

END PWS

The following have been deleted:

52.212-1 ADDENDEUM

(End of Summary of Changes)

File details come from the government source that posted it. Updated .