FA309922R0001 Amendment 004.pdf

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11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers 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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Section C - Description/Specifications/Statement of Work

Miscellaneous text in this section has been modified to:

STATEMENT OF WORK

MXDP 21-1040: Relocate Kirtland Sunshades Laughlin AFB, TX 30 June 2022

1. INTRODUCTION

Maintenance personnel currently do not have any weather protection for the T-38 aircraft. The constant exposure to the elements has led to decreased efficiency in maintenance. The installation of sunshades shall not only increase efficiency allowing more training missions to be executed, but shall also protect vital Air Force assets from the sun.

Within the below documents, the following shall be consistent. When "the Government" is mentioned, it is a representation of: the Project Manager (PM), the Contracting Officer Representative (COR), or the Contracting Officer (CO). When "the Contractor" is mentioned, it is a representation of: the prime contractor, all sub-contractors, and all other parties working with/for the prime contractor.

2. DESCRIPTION OF WORK

The Contractor shall be responsible for the following:

Site surveys Determining pre-existing conditions At Kirtland Air Force Base (AFB):

o Removal and proper disposal of all existing electrical lights, conduits, wire, and electrical panels o Conduits shall be removed vertically to the 90-degree bend avoiding water getting into the conduit. The Contractor shall plug the end of the conduit and patch with concrete.

o Removal and proper disposal of all fasteners, remnants of sunscreen, and all bolts o Full depth replacement of concrete where existing anchor bolts flush existed and fill voids with a pourable epoxy The Contractor shall completely remove the existing anchor bolts and fill the void with high strength epoxy or grout. The Contractor shall not simply grind the bolts down below top of pavement and cap the surface with pourable epoxy.

o Contractor shall be responsible for spalls or expansion joints repairs that are damaged by the Contractor.

o Load and transport eight (8) sunshades to Laughlin AFB at Del Rio, Texas At Laughlin AFB:

o Provide certified engineered concrete foundations drawings based on the existing expansion soils. New sunshades foundations will include 30-inch diameter x 13-feet - 0-inches deep, drilled concrete caissons with engineered steel reinforcement. The Contractor shall perform a geotechnical soil investigation and Ground Penetrating Radar prior to the engineering/design of said concrete foundations. The Contractor shall be responsible for sampling and testing of any concrete used for the construction of this project.

o Provide certified engineered drawings for the re-construction of the eight sunshades. If certain members do not meet 2018 International Building Code criteria, the Contractor shall purchase and install new members to complete the sunshades.

The re-assembly of the sunshades will include all new bolts and fasteners. The Contractor shall determine

FA309922R00010004

whether the existing cable bracing, strand grips, eyebolts, hillside washers, and nuts may be re-used. If said materials cannot be re-used, the Contractor shall purchase and install new materials in order to install the sunshades.

Install new 80% sunscreen with a one-year warranty. The Contractor shall install said sunscreen to both the top and sides of the sunshades.

Excavation work, concrete demolition/construction and testing, quality control, and the erection of multiple prefabricated metal structures. The concrete pavement thickness averages 12 inches.

Airfield pavement marking removal and striping if layout design requires relocation of aircraft.

Asphalt pavement repair and replacement if layout design requires location of footers to be on First Area.

Contractor shall be responsible for spalls or expansion joints repairs that are damaged by the Contractor.

Obstruction lighting for Sunshades The Contractor shall repaint the sunshades The above list is not all encompassing, the Contractor shall provide all supplemental work to ensure the listed items are accomplished in a neat and orderly manner.

All Laughlin AFB provided drawings are considered approximations and the Contractor shall be required to verify all measurements before material is purchased or cut.

The Contractor shall follow all security requirements represented within Attachment 12, Security Requirements for SOW.

All work shall comply with the International Building Code (IBC), Unified Facilities Criteria (UFC), and Laughlin AFB Division 01 Specifications. Applicable UFCs are in SOW Attachments and listed as follows:

UFC 1-200-01 DoD Building Code UFC 3-201-01 Civil Engineering UFC 3-220-01 Geotechnical Engineering UFC 3-250-01 Pavement Design For Roads And Parking Areas UFC 3-250-04 Standard Practice For Concrete Pavements, With Change 2 UFC 3-250-11 Soil Stabilization And Modifications For Pavements UFC 3-260-01 Airfield And Heliport Planning And Design, With Change 1 UFC 3-260-02 Pavement Design For Airfields UFC 3-260-03 Airfield Pavement Evaluation UFC 3-260-04 Airfield And Heliport Marking UFC 3-260-16 O&M Manual: Standard Practice For Airfield Pavement Condition Surveys UFC 3-301-01 Structural Engineering UFC 3-535-01 Visual Air Navigation Facilities, With Change 3 UFC 3-575-01 Lightning And Static Electricity Protection Systems In addition, work shall comply with all local, state, and federal codes were applicable. If any conflicts arise between the regulations, the SOW shall take precedence.

3. SUNSHADE DESIGN/CONSTRUCTION

3.1. Aircraft Design Sizing

The prefabricated steel aircraft sunshades are to be standalone structures bolted to the airfield parking apron.

The structures shall have open ends and sides to accommodate the footprint of eight T-38 aircraft per row.

The approximate dimensions of the aircraft are:

- 25-feet 3-inches wide (7.6 meters)

- 46-feet 4-inches long (14 meters)

- 12-feet 10-inches tall (3.8 meters) The following minimum clearance requirements must be met:

- Clearance of 10 feet from aircraft wingtip to aircraft wingtip when parked

- Clearance of at least 10 feet from aircraft wingtip to any above ground obstruction when parked

- Clearance of 5 feet (but no greater than 7 feet) from aircraft tail tip to structure

- Clearance of 20 feet between parking rows

- Clearance of 30 feet when operating on main taxiway

- Clearance of at least 200 feet from Taxiway Golf (G) centerline

3.2. Structural Design Criteria

The Contractor shall install bird netting with a hole size no larger than 3/4 inches in order to mitigate bird roosting and nesting within the sunshade structure.

The sunshade structure shall be free standing and shall have new concrete column footings extending through the existing airfield parking apron.

The dead load shall consist of the weight of the structural frame and all other materials of the aircraft sunshade system.

The Contractor shall be responsible for installing sunshades that can withstand both positive and negative wind loads.

The Contractor shall be responsible for researching all historical weather conditions within the local area and shall install the sunshades to withstand these conditions.

Wind pressures shall be computed and applied using basic wind speed of 110-miles per hour (fastest mph).

3.3. Material Requirements

All painted items shall be in compliance with Attachment 01, AETC Installation Excellence Guide. The Contractor is allowed to paint on base as guided in Attachment 01, any conflictions with requirements will be deferred to CO for approval.

All painted components shall be painted with colors that comply with Attachment 10, LARB_Architectural_Compatibility_Guide. The Contractor shall execute any painting/repainting prior to the installation of the sunscreen.

3.4. Professional Engineer Requirement

A licensed Professional Engineer (PE) in structural engineering shall sign and seal their work. The existing apron pavement cannot be used as a foundation and the registered structural engineer shall design the aircraft sunshade foundation.

The PE shall provide a copy of engineering calculations to go along with one reproducible 36-inch by 24-inch design drawing set. These items shall also be provided in PDF.

All items shall be submitted to the 47th Contracting Flight (CONF) for review along with the credentials of the

PE.

3.5. Electrical Design Criteria

All lighting shall be permanently affixed to the structure and not be capable of swaying during high wind conditions.

All structures shall be properly grounded to provide protection against any electrical surges, to include but not limited to, lighting protection and surges from primary feeder.

The Contractor shall determine if air terminals are required to be installed. If said air terminals are required, the Contractor shall ensure tubular steel assemblies are not used since they do not met the intent of protection against lightning.

All lighting shall utilize energy efficient LED light sources. Light fixtures and intensities shall be provided to the Government for approval during the submittal phase.

The Contractor shall install obstruction lights on the canopies of the sunshades. The Contractor shall install a disconnect panel for said obstruction lighting for each sunshade.

The sunshades' electrical power system shall be installed to have power brought to them from Laughlin AFB's primary electrical power distribution. Coordination with Rio Grande Electric Coop (RGEC) shall be made for any primary electrical requirements and installation. The Government shall assist the Contractor in this. The Contractor shall notify the Government two weeks in advance to ensure schedule availability with RGEC.

4. CONSTRUCTION/SITE REQUIREMENTS.

4.1. Working Hours

All work shall be performed during normal duty hours (0730 - 1630) Monday through Friday. Work shall not be performed during federal holidays. The list of federal holidays are listed below.

Federal Holidays, 2021 and 2022 Labor Day; Monday, September 6, 2021 Columbus Day; Monday, October 11, 2021 Veterans Day; Thursday, November 11, 2021 Thanksgiving Day; Thursday, November 25, 2021

Christmas Day; Saturday, December 25, 2021 o Recognized on Friday, December 24, 2021 New Year's Day; Saturday, January 1, 2022 o Recognized on Friday, December 31, 2021 Birthday of Martin Luther King, Jr.; Monday, January 17, 2022 Presidents' Day; Monday, February 21, 2022 Memorial Day; Monday, May 30, 2022 Juneteenth National Independence Day, Sunday, June 19, 2022 o Recognized on Monday, June 20, 2022 Independence Day; Monday, July 4, 2022 Labor Day; Monday, Monday, September 5, 2022 Columbus Day; Monday, October 10, 2022 Veterans Day; Friday, November 11, 2022 Thanksgiving Day; Thursday, November 24, 2022 Christmas Day; Sunday, December 25, 2022 o Recognized on Monday, December 26, 2022 These dates may change, please contact the CO two weeks prior to the dated holiday to confirm that the date holds true.

Requests may be placed to work outside of these hours, but shall be submitted to the 47 CONF for approval.

Any requests of this type shall be submitted no fewer than three days in advance to when the Contractor plans to work outside of the designated hours. The request shall be submitted with a description of the type of work, the requested days, and the hours for those requested days.

Note: No approval is guaranteed. The government reserves the right to approve or deny any request that is placed.

4.2. Existing Site Conditions

The Government shall provide all documentation owned for the construction site. However, it shall be the Contractor's responsibility to survey said site to ensure their own understanding and knowledge of the limitations /capabilities of the site.

A site survey shall be conducted by the Contractor to identify, verify, and validate the following:

- Existing site conditions

- Coordination of existing conditions in parallel with proposed requirements

- Above and below grade condition assessment The Contractor shall ensure that the base fire department is not hampered by construction equipment, materials, and area during the duration of the project. Under no circumstances may the Fire Department's response time be delayed in the event of an airfield emergency.

The project location is located within a Controlled Area on the airfield and therefore the Contractor shall comply with all rules and regulations governing said area.

4.3. AF Form 103, Work Clearance Request Form

The Contractor shall be responsible for filling out and submitting an AF Form 103 to the 47th Civil Engineer Squadron (CES) Customer Service (COMM line: 830-298-5488/5489, e-mail: CEWork_Laughlin@us.af.mil) with a sketch of the work area and a description of the work to be performed. The Contractor shall also include the depth to which they shall be excavating on the form. This shall allow for all utilities to be marked within the construction area, reference Attachment 02, AF IMT 103 Base Civil Engineering Work Clearance Request.

Once an approved/signed AF 103 is received, the Contractor shall submit this form with an AF Form 3000 to the CO for tracking purposes.

The Contractor shall be responsible for the submission and completion of an AF Form 103 before any excavation shall occur onsite. The Government shall assist the Contractor as necessary with the completion of this form. The Contractor shall be responsible for maintaining the markings on the indicated utility lines or they may be held liable for any incidents that arise.

For general awareness, the AF Form 103 has an allotted 30 days to be completed. If the Contractor does not submit the form with 30 days to the start of construction date the Government shall not be held liable for any delays due to the lack of completion of this form.

4.4. Airfield Areas and Movement within them

Free Zone: During the project, a Free Zone shall attempt to be created to allow for the Contractor freedom of movement within the construction area only. The Government shall work with the Contractor to establish said area. If a Free Zone is able to be established, the Contractor shall "activate" their Free Zone by calling Base Ops at (830) 298-5308. By "activation" of the Free Zone, the Government means whenever the Contractor is entering and leaving the work zone for the day.

Controlled area: The Contractor and all Subcontractors shall comply with all Controlled Area procedures at all time. These procedures shall be briefed during the pre-construction meeting, reference section 5.2, Construction Meetings. In addition, personnel shall be required to attend a flight line drivers training class, refer to the Division 1 Specifications for further information. The Contractor shall coordinate with the Government two weeks prior to construction start date to receive training. Failure to abide by Airfield Driving Training may lead to revocation of AF IMT 483 Licenses, suspension of airfield access, and re-training.

FAA construction waivers: A waiver shall need to be obtained from the FAA. The Contractor shall be responsible for providing information to fill out this form. Some of the information shall be: equipment to be used on site, height of equipment on site, and dates the equipment shall be on site. The Government shall work with the Contractor to acquire all necessary information. Refer to the Division 1 Specifications for instructions on the process. Reference Attachment 08, FAA_Form_7460-1, for an example form.

The Contractor shall only use Airfield Entry Control Point (ECP) 2 throughout the duration of this project. The Government shall provide the Contractor with the location and access of this ECP upon award of the contract.

The Contractor shall ensure that the work shall be accomplished with no outage time that shall impact flight line facilities utilities. However, if an outage is unavoidable it shall be submitted 21 days in advance to 47 CONF for approval and coordination.

4.5. Barricades

The Contractor shall use Low Profile Construction Barricades. Barricades shall interlock and have no separation or as instructed by the CO. The Contractor shall not be allowed to space the barricades and tie them together using a colored rope.

Install where indicated on the proposed design plans or in location approved by the CO.

The Contractor shall be responsible for placing, moving, lighting, and maintaining the barricades during construction of the entire project. Barricade lines must be maintained at all times.

The Contractor shall install a minimum of two (2) red flashing lights equally spaced per each 8 foot long barricade. Flashing lights must be at least five (5) candelas effective intensity and flash at a rate of from 55-160 flashes per minute.

The Contractor shall use water-filled low profile barricades designed for airport use, such as manufactured by MULTI-BARRIER, MODEL NO. AR10X96 or approved equal by the CO.

The Contractor shall be responsible for periodically checking the water levels in the barricades and refill them as necessary. The Contractor shall be responsible for periodically checking the lights on the barricades to ensure they are all operational. Portable toilets are not allowed on the airfield.

4.6. Laydown Area

The Contractor shall maintain a neat and organized laydown area. The laydown area shall be located by the Civil Engineer Building 100 in the designated areas. Every effort shall be made by the Contractor to preserve the grass/grounds throughout the duration of the usage of the laydown area.

4.7. Environmental Safety and Standards

Reference Attachment 07, EQ Contractor Tech Specs March 2021, for installation environmental requirements.

All extra, discarded, and waste materials shall be removed from the installation and properly disposed of by the Contractor. Dumping on the installation shall not be permitted. The Contractor shall provide non-hazardous waste manifests that contain weight and disposition (mulched, diverted [recycled/reused/reduced], landfilled, incinerated, or converted to energy [waste to energy]).

4.8. Worksite Cleaning and Standards

Reference 6. Division 01 Specifications, for additional information on worksite cleaning procedures and standards.

The Contractor shall be responsible for leaving the worksite weather tight/protected at the end of each work day.

The Contractor shall be responsible for maintaining awareness of incoming inclement weather. To assist, the Government may send out notifications as well, but these notifications do not alleviate the Contractor from their responsibility.

The Contractor shall be responsible for maintaining the cleanliness of their site. There shall not be any trash /rubbish strewn about on the grounds. There shall be designated trash disposal areas that shall be secured, covered, and able to withstand high winds. Contactor shall provide their own sweeper truck for debris done by the contractor. Sweeper brooms need to meet the airfield requirements.

Offsite disposal location shall be provided in writing. If said location is not an already approved disposal site, than the Contractor shall receive approval from the city and/or county. Approval documents shall be submitted to 47 CONF before site may be used.

A hot work permit shall be submitted to 47 CONF for all welding, brazing, and cutting. See Attachment 31 - Contractor Fire Prevention Briefing Guide 3.0 for instructions and guidance.

Due to the location of the project, the Contractor shall be responsible for submitting a Foreign Object Detection (FOD) Plan. This plan shall show how they are planning on cleaning the site and ensuring dust/debris are kept to a minimum. Said plan shall be submitted to 47 CONF for approval. Upon award of the project, a request shall be placed by the Contractor for an example plan or for additional guidance on what is needed.

Upon completion of the project, the Contractor shall be responsible for restoring the surrounding area to its original state or better. Any grass that has been ruined shall be restored. The Contractor shall remove and properly dispose of any debris within the construction site. All leftover material that has not been used shall be removed from Laughlin AFB. The Contractor shall remove all equipment from the site and take down any fencing and/or barricades that have been placed to cordon off the site. All cleaning shall be done before the government accepts the completed product.

4.9. On-Site Field Oversight

The Contractor shall provide manpower, equipment, material, services, and transportation necessary to ensure oversight services throughout the completion of the contract are present. A superintendent and Quality Control (QC) manager, approved by the Government, must be on-site whenever work is being performed. The superintendent and the QC manager shall not be the same person. It is the responsibility of the Contractor to establish and maintain open communication between salient authorities associated with completion of this contract. Also, on-site supervisor(s) shall submit their credentials and verifiable experience for review with 47

CONF.

5. CONTRACT INFORMATION

5.1. Period of Performance

This project shall require two Notices to Proceed (NTP); the Government reserves the right to not issue NTP 2 until the full period of performance (PoP) for NTP 1 has completely expired.

- NTP 1 shall be for the design, submittals, orders, and receipts of the materials phase. This NTP shall have a PoP of 75 calendar days. Submittals shall be listed on the Schedule of Submittals, to include but not limited to:

sunshade structural design and calculations, all materials, safety data sheets (SDS) (to be submitted on Attachments 04-05, C&D Debris Disposal Report Tracker & C&D Debris Monthly Disposal Report. All construction materials shall be approved prior to the issuance of NTP 2. If all submittals are not approved within the specified time frame, liquidated damages may be assessed.

- NTP 2 shall be for the installation/construction of the first phase of sunshades per the accepted construction specifications and drawings. However, NTP 2 shall be issued after a pre-construction meeting is held, reference section 5.2, Construction Meetings. This NTP shall have a PoP of 150 calendar days for the base bid, 75 days per row. The Contractor shall notify the CO when they are ready to move to the closeout. All work shall be completed in the current phase before the project close out process can begin.

5.2. Construction Meetings

Preliminary site walk: meant to allow the Contractor to see the site and develop any questions they may have to further their understanding of the project.

Pre-construction meeting: reference Division 01 Specifications for details of the meeting.

Bi-weekly partnering meetings: during the construction phase, these meetings shall be held in person or over the phone, the Contractor shall not be paid travel to be in attendance physically. The Contractor shall provide a two week look ahead at each meeting along with any expected outages or work requests.

Government site visits: the Government shall inspect the construction site at irregular intervals to check on progress, safety, and to acquire updates.

Construction events: the Contractor shall invite the Government to the milestone of the erection of the structure of the sunshades frame. A seven day advanced notification shall be given to the Government to ensure no scheduling conflicts.

System testing: before the preliminary final site walk, the Contractor shall demonstrate all systems are fully functional and operational. This site walk shall also have pertinent party members present to ensure compliance with different construction codes. Commissioning shall be done for electrical (grounding, lighting) during the design, construction, and completion phase. Said commissioning shall be executed by a 3rd party commissioning agent. Any type of system testing or commissioning, CE Operations shall to be part of this process.

Preliminary final site walk: this site walk shall happen no later than 14 days before the contractual end date of the project. On this site walk, party members shall inspect all items for compliance and finishing touches. A list shall be created documenting things that need to be finalized. A draft of Attachment 06 shall be provided to the Government immediately after this meeting.

Final site walk: this meeting shall consist of going back to the site and check that the list created during the preliminary final has been completed. All final documentation for the project shall be submitted to the CO once all items are accepted.

5.3. Deliverables

The Contractor shall provide required submittals as indicated on Division 01 Specifications, Schedule of Materials Submittals. All materials shall be submitted within the specified time after issuance of NTP 1 and approved within the performance period of NTP 1.

The Contractor shall submit all shop drawings to the Government for approval per the requirements stated on Division 01 Specifications.

All as-built drawings shall be submitted in electronic formats (AutoCAD version 2020 and PDF - 1 copy each).

Progress Schedule: The Contractor shall submit Laughlin AFB's contract progress schedule, depicting an overall contract progress schedule for the main elements of work for the PoP, as described in Division 01 Specifications.

The Contractor shall provide a line graph depicting actual construction progress (solid line) versus scheduled construction progress (dotted line) throughout the PoP.

The progress schedule shall be signed by the COR or the government inspector recommending approval, and approved by the CO.

Payment for materials stored on or off site will not be authorized.

This submittal shall be submitted to 47 CONF no later than stated in Division 01 Specifications and shall be approved by the Government prior to commencement of construction operations.

Progress Reports: The Contractor shall submit Laughlin AFB's contract progress report every two weeks during construction as described in Division 01 Specifications.

The contract progress report shall be signed by the Contractor's on-site representative. The work elements and percentages of the total job identified on the contract progress report shall be identical to the work elements and percentages on the contract progress schedule.

The Contractor shall obtain either the COR or the government contract inspector's acceptance by signature of the actual reported progress prior to submission to the CO. Additionally, the contractor shall submit the filled in contract progress schedule as an attachment to the contract progress report.

5.4. Warranty

The Contractor shall complete all inspection and acceptance requirements prior to final inspection.

The Contractor shall prepare and submit an approved draft of Attachment 06, DD 1354, Transfer and Acceptance of DoD Real Property, at least 14 days prior to requesting a final inspection.

The Contractor shall incorporate the Government's comments from the approved draft of Attachment 06 and submit a finalized version of Attachment 06 at the final inspection.

The following are the warranties required by the Contractor:

- All warranties shall guarantee work for a period of not less than one year or as offered by the standard manufacturer warranty; whichever is highest

- The sunshade sunscreen shall be 80% blocking and shall include a one-year warranty against any material defects, corrosion, and deterioration

- The bolting to the concrete shall have a 5 year warranty against any material defects, corrosion, and deterioration

5.5. Contract Points of Contacts

Contracting Officer (CO), the term used herein, does not include any representative not acting within the scope of his/her authority. Notwithstanding any of the provisions of this contract, the CO shall be the only individual authorized to in any way amend or modify the terms of this contract.

- Contracting Officer (CO) TSgt Rebecca Pelayo Ruelas

47 CONF/PKA

171 Alabama Ave Laughlin AFB, TX 78843-5102 Office: (830) 298-5115

6. KIRTLAND AFB REQUIREMENTS

6.1. Airfield Access

The Contractor will be sponsored passes to gain access to Kirtland AFB. For flight line driving privileges, the Contractor will need to take a training class followed by an exam. An escort in and out of the Air National Guard (ANG) flight line will be required for any Contractor drivers and equipment drivers that do not have flight line driving privileges.

A work order will be assigned to this project in ANG maintenance database for ANG visibility. A Kirtland AFB Production Manager will assist in verification and/or input the task in IEMS database.

Coordination with Airfield Operations at Kirtland AFB shall be mandatory, due to the ongoing airfield activities taking place on the apron and M-6 Taxiway and will require constant communication.

A Determination with the FAA will have to be acquired to operate cranes and other high elevated equipment on the flight line. Once submitted to the FAA, the FAA has 45 days to issue the permit.

A Base Work Clearance Request will be required to perform the full depth concrete replacement at Kirtland AFB. This will be accessed through Kirtland Proper.

Base access and haul route to be established at Kirtland AFB will be coordinated by the CO.

Section J - List of Attachments

Miscellaneous text in this section has been modified to:

01 - AETC Installation Excellence Guide 02 - AF IMT 103 Base Civil Engineering Work Clearance Request 03 - AF IMT 3000 Material Approval Submittal 04 - C&D Debris Disposal Report Tracker 05 - C&D Debris Monthly Disposal Report 06 - DD 1354 - Transfer and Acceptance of DoD Real Property 07 - EQ Contractor Tech Specs March 2021 08 - FAA_Form_7460-1 09 - LARB_Architectural_Compatibility_Guide 10 - Schedule of Material Submittals 11 - Security Requirements for SOW 12 - UFC 1-200-01 DoD Building Code 13 - UFC 3-201-01 Civil Engineering 14 - UFC 3-220-01 Geotechnical Engineering 15 - UFC 3-250-01 Pavement Design For Roads And Parking Areas 16 - UFC 3-250-04 Standard Practice For Concrete Pavements, With Change 2 17 - UFC 3-250-11 Soil Stabilization And Modifications For Pavements 18 - UFC 3-260-01 Airfield And Heliport Planning And Design, With Change 1 19 - UFC 3-260-02 Pavement Design For Airfields 20 - UFC 3-260-03 Airfield Pavement Evaluation 21 - UFC 3-260-04 Airfield And Heliport Marking

22 - UFC 3-260-16 O&M Manual: Standard Practice For Airfield Pavement Condition Surveys 23 - UFC 3-301-01 Structural Engineering 24 - UFC 3-535-01 Visual Air Navigation Facilities, With Change 3 25 - UFC 3-575-01 Lightning And Static Electricity Protection Systems 26 - Contractor Fire Prevention Briefing Guide 3.0 27 - Division 01 Specifications 28 - Entry Authority List (EAL) 29 - Progress Schedule and Progress Report 30 - NM20220044 New Mexico Wage Rate 31 - TX20220186 Texas Wage Rate 32 - Past Performance Questionnaire 33 - Bays 4&5 sheet 1 Shop Drawings 34 - Bays 4&5 sheet 2 Shop Drawings 35 - Solicitation Questions and Answers Revised 30 June 36 - CASS Sys As-Builts 37 - B219 Information 38 - Rows V&W 39 - Disconnect Panel

171 ALABAMA AVE STE 03

ADMINISTRATIVE ONLY NO REQUISITIONS

LAUGHLIN AFB, TX 78843-5102

UNITED STATES

Ernesto Lopez, Email: ernesto.lopez.7@us.af.mil Telephone: 732-4887

The Proposal Due Date will remain Unchanged. Proposals are due 7 July 2022.