Solicitation - FA309923R0001.pdf

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO

9. FOR INFORMATION

CALL:

a. NAME b. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within calendar days and complete it within calendar days after receiving award, notice to proceed. This performance period is mandatory negotiable. (See ).

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

b. An offer guarantee is, is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 8/2014)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES", indicate within how many calendar days after award in Item 12b.)

12b. CALENDAR DAYS

YES NO

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

AMOUNTS

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NUMBER (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14.)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT

NUMBER

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

21. ITEMS ACCEPTED:

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print)

31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA

BY

31c. DATE

STANDARD FORM 1442 (REV. 8/2014) BACK

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 3304(a) ( )

26. ADMINISTERED BY 27. PAYMENT WILL BE MADE BY

Section A - Solicitation/Contract Form

Repair-Replace Overruns on Center Runway

Proposal Identifier: FA309923R0001 Date: 13 Jan 2023

FA309923R0001

Section B - Supplies or Services & Prices or Costs

Additional Information/Notes

Item Supplies/Service Quantity Unit Unit Price

Amount

MXDP10-1029 REPAIR-REPLACE OVERRUNS ON CENTER RUNWAY

Provide all labor, equipment, plant, materials, transportation, and all incidentals required to correct the discrepancies to the center runway overruns.

Product Service Code: Z1BD

Pricing Arrangement: Firm Fixed Price

1 Lot

Section C - Description/Specifications/Statement of Work

Repair Overruns on Center Runway

Laughlin AFB, TX

MXDP 10-1029

January 6, 2023

1.0 INTRODUCTION

This project is for repair to several pavement sections of the overruns on the Center Runway to include repair of edge lighting to bring the edge lighting up to current standards. The Center Runway is the only ILS/precision approach runway at Laughlin AFB and its overruns are in need of repair. The striping and edge lighting do not meet current UFC criteria. The Contractor shall repair by mill and overlay Center Runway Overrun pavement sections O07C, O08C, O09C, O10C, T16A; repair by replacing the double bituminous surface treatment (DBST) on Center Runway Overrun pavement section O06C; and shall include edge lighting system replacement and threshold relocation to meet requirements. Airfield operations will be ongoing during construction and measures shall be taken to ensure the least amount of impact possible to them.

2.0 SCOPE OF WORK

Provide all labor, equipment, plant, materials, transportation, and all incidentals required to correct the discrepancies to the center runway overruns found on the 100% Design Drawings (Attachment A) and Specifications (Attachment B). Work shall include: mill and overlay the existing asphalt concrete overrun pavement sections O07C, O08C, O09C, O10C, T16A; repair by replacing the double bituminous surface treatment (DBST) on Center Runway Overrun pavement section O06C; and, removing/installing new arresting system duct bank/net anchoring system, removing/installing light bars and installing edge lighting and circuitry. The Contractor shall ensure that all construction work complies with the 100% Design Drawings (Attachment A) and Specifications (Attachment B), Environmental Quality Construction Specifications LAFB (Attachment C).

2.1 Description of Work

The Contractor shall work in accordance with the 100% Design Drawings (Attachment A) and Specifications (Attachment B) along with the objectives listed below:

2.1.1 Construction Plan

2.1.1.1 Construction work on Center Overruns 13C/31C shall be split into three phases with Runway 13C Overrun being Phase 1 and the 31C Overrun being Phase 2 and Phase 3.

2.1.1.2 Mill and overlay the asphalt concrete overrun pavement sections O07C, O08C, O09C, O10C, T16A and repair by replacing the double bituminous surface treatment (DBST) on Center Runway Overrun pavement section O06C.

2.1.1.3 Provide and install new arresting system duct bank/net anchoring system. Anchor disk assembly shall be fully compatible with existing BAK- 15 arresting system.

2.1.1.4 Reinstall existing 3-Phase power conductor in new conduit, connect to arresting system, reinstall existing communication wire harness in new conduit and connect to terminal.

2.1.1.5 Connect new circuits to existing circuits as specified in drawings.

2.1.1.6 Provide and install new approach light bars with associated light fixtures and concrete-encased manholes/duct bank as specified in drawings.

2.1.1.7 The phasing plan, per 100% Design Specifications (Attachment B), shall be followed to ensure minimal downtime of the airfield along with the FOD control plan to ensure dust and debris do not adversely impact the surrounding airfield.

2.1.2 Demolition Plan

2.1.2.1 The Contractor shall verify all field conditions and measurements and advise Government of any differences.

2.1.2.2 The Contractor shall remove existing abandoned/active net anchors, duct banks and cabling.

2.1.2.3 The Contractor shall label, disconnect and remove arresting system 3-Phase power cable and communication wire harness from terminal.

2.1.2.4 The Contractor shall protect existing BAK-15 Arresting System in place. Should the Contractor cause any damages to the BAK- 15 Arresting System, the Contractor shall be responsible for repairs at the discretion of the CO. The Contractor at no cost to the Government shall incur all costs associated with the repairs.

2.1.2.5 2.1.4 Pavement Marking Plan (in this Statement of Work) for temporary demolition of existing marking pavement demolition shall be in accordance with 100% Design Drawings (Attachment A).

2.1.2.6 The Contractor shall abandon existing underground circuits and remove electrical circuit conductors, as indicated in the 100% Design Drawings (Attachment A).

2.1.2.7 The Contractor shall remove existing concrete foundations and light bars with associated lighting fixtures, and all associated wiring at specified locations. Light fixtures shall be returned to the Government.

2.1.2.8 The Contractor shall properly dispose of or recycle all demolition material at an approved off-base site. The Contractor shall provide all disposal/recycle weight tickets to the CO.

2.1.3 Erosion Control Plan

2.1.3.1 The Contractor is responsible for maintaining temporary erosion and sediment control measures.

2.1.3.2 The Contractor shall provide temporary diversion ditches as required so that water flows to the storm drain system and follow storm water pollution prevention controls per Section 3.3 of EQ Specs (Attachment C) as part of site preparation work.

2.1.3.3 The Contractor shall remove temporary drainage and erosion control after vegetation is reestablished and leave area in the same condition as prior to construction operations or better.

2.1.3.4 If the entire disturbed area exceeds the boundaries indicated in the 100% Design Drawings (Attachment A), the Contractor shall restore entire disturbed area to same condition as prior to construction operations or better. The Contractor shall submit documentation outlining reason for additional disturbance and restoration plan to the CO for approval.

2.1.4 Pavement Marking Plan

2.1.4.1 Contractor shall remove existing threshold markings by water blasting or as approved by the CO. The Contractor shall implement preventative measures to prevent used water sediment/debris caused by construction to runoff into the airfield drainage.

2.1.4.2 The Contractor shall install temporary runway and taxiway closure markers and ensure that all markings meet the requirements of the 100% Design Drawings (See Attachment A).

2.1.4.3 The Contractor shall completely remove all temporary markings at the end of each phase.

2.1.4.4 Contractor shall install permanent markings on pavement as specified in 100% Design Drawings Drawing C-3.03 (See Attachment A).

2.1.4.5 The Contractor shall ensure permanent markings comply with UFC 3-260-04 Airfield and Heliport Marking (Attachment D, Chapters 5 and 6).

2.1.5 Signage Plan

2.1.5.1 The Contractor shall temporarily relocate existing Runway Distance Marker (RDM) sign legend panels for Runway 13C/31C as required.

RDM shall meet requirements of UFC 3- 535-01 Visual Air Navigation Facilities (Attachment G, Section 9-6).

2.1.5.2 The Contractor shall completely remove all temporary signage at the end of each phase.

2.1.5.3 The Contractor shall disregard any references to AFI 32-1042 & ETL 04-2. The Contractor shall abide by UFC 3-260-04 Airfield and Heliport Marking (Attachment D).

2.1.6 Pavements

2.1.6.1 The Contractor shall take extreme caution to avoid damaging

2.1.6.2 adjacent existing pavement. Should the Contractor cause any damages to the existing pavement, the Contractor shall be responsible for repairs at the discretion of the CO. The Contractor at no cost to the Government shall incur all costs associated with the repairs.

2.1.7 Electrical Demolition Plan

2.1.7.1 The Contractor shall survey exact elevations and aiming angles of existing elevated fixtures prior to removal.

2.1.7.2 The Contractor shall remove existing conduits, conductors, and concrete foundations as specified in the 100% Design Drawings (Attachment A).

2.1.7.3 The Contractor shall demolish equipment, such as lighting fixtures, mounting L.I.R., T-Bar structures, light bars, transformers, light bases, manholes, control cabinets, and junction boxes specified in the 100% Design Drawings (Attachment A).

2.1.7.4 The Contractor shall restore affected areas to match existing grade and general conditions of nearby areas.

2.1.8 Electrical Lighting Plan

2.1.8.1 The Contractor shall provide and install new conduit, conductors, and foundations as specified in the 100% Design Drawings (Attachment A).

2.1.8.2 The Contractor shall provide and install new approach light crossbars, light fixtures, new concrete-encased manhole(s) and duct bank(s), and new control cabinet(s) and junction boxes as specified in the 100% Design Drawings (Attachment A).

2.1.8.3 The Contractor shall notify the CO when ready to perform a flight check of all new and existing approach navigational aids, including the ALSF-1 lighting system and the existing localizers for Runway 13C/31C.

2.1.9 Design Specification Corrections

2.1.9.1 The Contractor shall disregard statement located in Section 1-2a & 1-2c, "Where there is a conflict between the reference standards, the most stringent shall take precedence" (Attachment B).

2.1.9.2 Section 1-2b, the statement "this SOW" will be "the SOW" (Attachment B).

2.1.9.3 Section 1-4 Pre-Con conference and Kick-Off meeting are used interchangeably. They are two distinct meetings at different time periods of the project (Attachment B).

2.1.9.4 The Contractor shall disregard statement located in Section 1-5a, "with no work expected on weekends and Federal holidays" (Attachment B).

2.1.9.5 The Contractor shall disregard Section 1-10.1, this entire process has changed. Everything is accomplished by EALs (Attachment B).

2.1.9.6 Section 1-10.2f, Motorcycle riders must wear over the ankle shoes or boots and are no longer required to wear reflective belt or vest.

2.1.9.7 The Contractor shall disregard any referral of Material Safety Data Sheets (MSDS). These are replaced by Safety Data Sheets (SDS) effective by 1 Jun 2015 by OSHA declaration.

2.1.9.8 Section 3-4a states: "...Progress Schedule using AF Form 3064..." This statement changes to: "...Progress Schedule using the Excel Spreadsheet provided in the contract..." (Attachment B).

2.1.9.9 Section 3-5a shall be disregarded and replaced with: "The Contractor shall complete and submit for approval using the Excel Spreadsheet provided in the contract every two weeks in accordance with the Progress Schedule."

2.1.9.10 Section 5-5.6c shall be replaced with "All Contractor-owned vehicles shall be conspicuously marked on both sides with the name and logo of company." (Attachment B).

2.1.9.11 The Contractor shall refer to the updated U.S. ARMY CORPS OF ENGINEERS MANUAL EA. 385-1-1 Dated NOV 2014 instead of

U.S. ARMY CORPS OF ENGINEERS MANUAL EA. 385-1-1

Dated OCT 1987 stated in Section 6-5 (Attachment B).

2.1.9.12 Sections 8-4d & 8-9c6 refer to fencing in the perimeter of the laydown yard and for a field office. The fencing shall be six-foot tall chain link fence with brown privacy slats for both locations (Attachment B).

2.1.9.13 In Section 9-3, Executive Order (E.O.) 11739 has been superseded by E.O. 11811. E.O. 13148 was revoked by E.O. 13423 (Attachment B).

2.1.9.14 Section 9-10c shall provide the CO with a list of materials that were recycled that month instead of 47 CES/CEIE (Attachment B).

2.1.9.15 Section 9-10.1a, E.O. 13101 and E.O. 13148 were revoked by E.O. 13423 (Attachment B).

2.1.9.16 Any reference to USEPA is corrected to U.S. EPA, for clarification (Attachment B).

2.1.9.17 Section 9-12.2f, the last sentence shall be changed to: "A copy of the "white" copy shall be sent to the Contracting Officer (Attachment B).

2.2 Additional Information

2.2.1 The Contractor is responsible for conducting a thorough field survey in order to obtain information to complete the project. The Contractor shall attend a Pre-Construction Conference after contract is awarded and after issuance of the first Notice to Proceed (NTP). The Government will notify the Contractor when this conference will be held.

2.2.2 The Contractor shall submit a FOD Plan to the Government for review. An approved FOD Control Plan is required prior to commencement of construction. See 100% Specifications Section 5-5.5 (Attachment B) for details.

2.2.3 Prior to beginning construction, a Temporary Construction Waiver (TCW), Free Zone Request, and FAA Determination will need to be approved for the project. The Contractor shall submit an FAA Form 7460-1 to the CO for approval. The TCW shall be initiated once the FAA Form 7460-1 is approved. The TCW and FAA Determination may take up to 60 days to process.

2.2.4 The Contractor shall ensure material and equipment approved by Airfield Management and identified in the TCW is left on the airfield at the end of a workday. The Contractor shall use the laydown yard for storage as much as possible. The Contractor shall ensure any hazardous material that is stored at the laydown yard has secondary containment that accommodates the largest container when full plus at least 10% additional capacity.

2.2.5 Working hours for this project need special consideration as airfield operations will be ongoing during construction. Refer to 100% Specifications Section 1-5 (Attachment B) for details. 100% Specifications, Section 1-5b shall be disregarded.

2.2.6 The Contractor shall ensure any individual driving on the airfield has an airfield driver's license. Refer to 100% Specifications Section 5-5.6 Driving on the Airfield (Attachment B), for requirements.

2.2.7 The Contractor shall ensure proper coordination so work does not interfere with airfield operations. Coordination will include constant radio contact between the tower and work area superintendent, and radio contact with drivers as they go to and from the work site. If multiple vehicles are traveling at the same time, they may caravan and only the lead vehicle will need radio contact with the tower. The amount of vehicles in a caravan will be at the discretion of Airfield Management. The route to the work site during Phase 2, will require the crossing of Taxiway Golf. The Contractor is no longer required to provide a flagger or re-stripe the center line of Taxiway Golf during Phase 2 construction since all aircraft will avoid that area during construction to mitigate any damage to aircraft. Radio communication and approval between the driver and the tower is still required before crossing Taxiway Alpha and Golf. The Contractor shall still re-stripe the centerline of Taxiway Alpha during Phase 1 construction and re-apply any airfield pavement markings if damaged as a result of construction for both Phase 1 and Phase 2 at no additional cost to the Government. The Contractor shall ensure adequate coordination and communication during construction to

.allow emergency response vehicles access through Taxiway Golf and Taxiway Alpha

2.2.8 All Temporary Runway Closure Markings and Taxiway Closure Markings are to be ignored and placement of these markings is not necessary.

Refer to 100% Design Drawings (Attachment A, pg G-1.06), for requirements.

2.2.9 The Contractor shall provide temporary thresholds and place them somewhere between 1,200 feet and 1,700 feet. The final placement of these temporary thresholds will be determined by the Government once the Contractor submits the height of the highest equipment that will be used for construction in the FAA Form 7460-1 to the CO. All distances referenced from the temporary thresholds will be adjusted accordingly on the 100% Design Drawings (Attachment A).

2.2.10 The Contractor shall submit a plan for a Stabilized Construction Entrance. The Stabilized Construction Entrance shall be built, maintained, and removed by the Contractor. The Contractor shall install a FOD check line on the Stabilized Construction Entrance 10 feet before entering the overrun to help minimize FOD on the work site. The Contractor shall ensure grounds are returned as found once construction is complete. Stabilized Construction Entrance Detail (Attachment A, pg C-1.03), shall be used for G-1.06.

2.2.11 Base bid work includes repair by replacing double bituminous surface treatment (DBST) on pavement section O06C from Station 100+00.00 to Station 108+00.00 and asphalt mill and overlay (M&O) on pavement section O07C from Station 108+00.00 to Station 110+00.00 and asphalt mill and overlay (M&O) on pavement sections T16A, O08C, O10C, O09C from Station 198+56.20 to Station 204+27.66 and from Station 205+44.23 to Station 208+54.16.

2.2.12 Alternate 1 in the 100% Design Drawings (Attachment A) is an Alternate Bid Line Item Option and only applies to pavement section O10C.

Alternate 1 work includes reconstruction of pavement section O10C from Station 203+50 to Station 204+27.66 and from Station 205+44.23 to Station 206+47.00. The Contractor shall disregard any statements, notes, or drawings outlined in the 100% Design drawings (Attachment A) and 100 % Design Specifications (Attachment B) mentioning the reconstruction of pavement for section O10C. The work done for section O10C shall consist only of mill and overlay as outlined in section 2.2.12 in this SOW.

2.2.13 Alternate 2 in the 100% Design Drawings (Attachment A) is an Alternate Bid Line Item Option and only applies to pavement sections O06C and O07C. Alternate 2 includes reconstruction of pavement sections O06C and O07C from Station 100+00.00 to Station 110+00.00. The Contractor shall disregard any statements, notes, or drawings outlined in th e 100% Design Drawings (Attachment A) and 100% Design Specifications (Attachment B) mentioning the reconstruction of pavement for sections O06C and O07C. The work done for section O06C shall consist only of double bituminous surface treatment (DBST) and O07C shall consist only of mill and overlay as outline in section 2.2.12 in this SOW.

2.2.14 There are no approach lights on the SOUTH end of the center runway (Attachment B, pg 8, 1-16 Phasing, e). The Contractor shall ignore the requirement to remove them.

2.2.15 The Contractor shall submit any major variation in materials or locations of controls or fences in the Erosion Control Plan in the 100% Design Drawings (Attachment A) to the CO for approval. The Contractor shall follow Section 3.4.2 of EQ Specs (Attachment C) for any minor changes made as field revisions to the Storm Water Pollution Prevention Plan.

2.2.16 The Contractor shall relocate temporary thresholds during non-flying hours. Typical non-flying hours are: 1900-0700 during weekdays, all day the first three Saturdays of the month, and 1500-1800 on Sundays. Weekend flying hours are subject to change. The Contractor shall coordinate with 47 OSS Airfield Management one week prior to work beginning.

2.2.17 The Contractor shall perform all work requiring runway closure during non-flying hours.

2.2.18 The Contractor can expect approximately 35 mph winds due to Jet Blasts.

2.2.19 The Contractor shall paint a 3 feet in width, yellow take-off line 300 feet from the end of the threshold markings when creating the displaced thresholds. Additionally, all temporary threshold markings after this take- off line shall be white, not yellow. Reference UFC 3-260-04 Airfield and Heliport Marking (Attachment D, Section 5-2.14.1). The Contractor shall coordinate with 47 OSS Airfield Management one week prior to work beginning.

2.2.20 The Contractor shall install asphaltic cement concrete per UFC 3-260-02 Pavement Design For Airfields (Attachment E, Ch 9 Section 4.). This references UFC 3-250-03 - Standard Practice for Flexible Pavements (Attachment F, Section 2-4.2 & Section 2-4.2.13). Section 2-4.2 provides guidelines for Marshall Mix Design. Section 2-4.2.13 provides guidelines for Superpave Mix Design. UFGS 32 12 15.13 (Attachment H, Part 2.5).

Part 2.5 Mix Design provides for use of Superpave mix design as an option for the designer. If there is a shortage of said required materials, the Contractor shall recommend industry standard equivalent alternate materials such as TXDOT or other materials and submit specifications to the CO for approval to use alternate materials.

2.2.21 The Contractor shall provide sweeper equipment for any debris caused by the Contractor.

2.2.22 The Contractor shall properly dispose of all construction debris at an approved off-base location.

2.2.23 The Contractor shall ensure grass within and surrounding entire disturbed area as a result of construction activity included in this Statement of Work (SOW) is left rock free.

2.2.24 The Contractor shall repair any damage to property at Laughlin AFB as a result of construction activity included in this Statement of Work (SOW). This includes but is not limited to ruts, cracks, or any damage to perimeter and access roads.

2.2.25 The Contractor shall disregard the Staging and Storage Areas and Employee Parking Areas outlined in in the 100% Design Drawings (G- 1.03 and G-1.04 Attachment A). The Contractor shall coordinate with the Government for availability of laydown yards by Building 100. The Contractor shall include requested laydown yard in the Traffic Control Plan outlined in the Schedule of Material Submittals (Attachment L). If said laydown yard is to disturb over 1 acre of land, the Contractor shall submit a Storm Water Pollution Prevention Plan to the CO for approval.

2.3 Period of Performance

The Period of Performance (PoP) for this project shall be 245 calendar days. This project will require four Notices to Proceed (NTP): NTP #1 shall be for 59 calendar days and shall include submittals, order, and receipt of materials. NTP #2-#4 shall include the construction/installation of this project.

NTP #2 shall be 60 calendar days. NTP #3 shall be for 42 calendar days. NTP #4 shall be for 84 calendar days. The Contractor is required to attend a Pre-Construction Conference after the first NTP is given, prior to the start of construction. The Government will notify the Contractor when this conference will be held. The NTPs for the construction phases will not be issued until the submittal phase is complete unless otherwise approved by the CO. Details for both the PoP and each NTP are stated in 100% Specifications Section 1-16 (Attachment B).

2.4 Construction Phases

Upon approval by the Contracting Officer (CO), the Contractor may commence onsite construction activities and shall complete the work in three phases. The Contractor shall not start construction of the next phase until the previous phase is complete, back to configuration, and approved by the Contracting Officer (CO). All efforts shall be made so construction has a minimal impact on airfield operations. The Contractor will follow the phase plan outlined in the 100% design documents. The Contractor shall submit any changes to phase plan to the Government for approval. Refer to 100% Specifications Section 1-16 (Attachment B) for details on phasing.

2.5 Pre-Construction Kick-Off Meeting

47 CONF will host a Pre-Construction meeting to advise and coordinate on local procedures, safety, security requirements, and project coordination activities. The CO Representative (COR) will arrange for a suitable Kick-Off meeting location. The Kick- Off meeting shall take place prior to NTP #1. The COR will schedule the Pre- Construction meeting after NTP #1 and before NTP #2. No submittal is required for this meeting. This meeting is to advise and coordinate on local procedures, safety and security requirements with stakeholders, end users, and maintainers. The COR will ensure the appropriate base agencies attend the Pre-Construction meeting to provide necessary information or briefings to facilitate the success of the contract effort. This shall include stakeholders such as the Base Fire Department, Bioenvironmental Engineering Flight, Wing Safety, Civil Engineer Squadron, the user, etc.

During the meeting, the Contractor shall present a complete overview of the project, review the schedule, and highlight any issues (review periods, material submittals, etc.) which are key to maintaining the schedule. The Contractor shall take meeting minutes to include the recording of the attendance list.

3.0 REFERENCES

Work under this contract shall comply with all federal, state, local, Air Force and all other current applicable requirements. All work accomplished by the Contractor shall comply with these criteria unless a written waiver is obtained from the Air Force when conditions warrant such consideration.

The Contractor shall conform to all standards and specifications in the 100% Specifications (Attachment B), common construction practices, and any additional information stated in the Division 01 Specifications (Attachment J). The Contractor shall thoroughly review these specifications and follow them accordingly.

4.0 DELIVERABLES

4.1 Contract Progress Schedule

The Contractor shall submit a signed Contract Progress Schedule (Attachment M or approved equivalent), NLT 5 days after NTP #1, depicting an overall contract progress schedule for the main elements of work for the period of performance, as described in the Schedule of Material Submittals (Attachment L). The Contractor shall also provide a line graph depicting actual construction progress (solid line) versus scheduled construction progress (dotted line) throughout the period of performance. 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 the Contracting Officer no later than stated in the Submittal Register and shall be approved by the Government prior to commencement of construction operations.

4.2 Contract Progress Report

The Contractor shall submit a Progress Report (Attachment M or approved equivalent) every fourteen days during construction as described in the Schedule of Material Submittals (Attachment L). The Progress Report shall be signed by the Contractor's on- site representative. The progress report shall be signed by the COR or the Government Inspector recommending approval, and approved by the CO. The Contractor shall ensure the work elements and percentages of the total job identified on the Project Schedule shall be identical to the work elements and percentages on the Progress Report (Attachment M or approved equivalent).

4.3 Weekly Partnering Meetings

The Government and the Contractor shall meet weekly for the purpose of jointly reviewing the actual progress of the project as compared to the planned progress and to review upcoming planned activities. At weekly partnering meetings, the Contractor shall provide a two-week "look-ahead" schedule including the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing activities for the next two weeks. The Contractor shall be responsible for providing meeting minutes which shall be provided NLT 7 days after each meeting.

5.0 PRE-FINAL INSPECTION

The Contractor shall complete all inspection and commissioning requirements prior to final inspection. The Contractor shall also prepare and submit a draft DD Form 1354, Transfer and Acceptance of Real Property (Attachment I) at least 14 days prior to requesting a pre-final inspection. The Contractor shall conduct a pre-final walk through inspection with Base personnel. A pre-final inspection shall not be scheduled if the Contractor has not submitted a draft DD Form 1354, Transfer and Acceptance of Real Property (Attachment I). A punch-list will be created during the pre-final inspection of all items that still need to be completed.

6.0 FINAL INSPECTION

The Contractor shall conduct a final inspection with base personnel. The inspection shall concentrate on the items identified at the pre-final inspection and recorded as pre-final inspection items (punch-list). A final inspection shall not be performed until the pre-final inspection items (punch-list) have been resolved. The Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property at the final inspection.

7.0 DELIVERY/WARRANTY

The warranty shall be issued in accordance with FAR 52.246-21.

8.0 CONTRACT ADMINSTRATION / POINTS OF CONTACT

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.

Requirements

PLANNING - MXDP10-1029 REPAIR-REPLACE OVERRUNS ON CENTER RUNWAY

Section D - Packaging and Marking

Section E - Inspection and Acceptance

FAR Clauses Incorporated by Reference

Number Title Effective Date 52.246-12 Inspection of Construction. Aug 1996

Overall Contract Inspection/Acceptance Locations

Inspection and Acceptance Location

Both Destination Instructions: For all questions or concerns please contact the POC.

DoDAAC: F2R3C1 CountryCode: USA

F2R3C1 47 CES CER

AF NO MILSBILLS PROC CP 8302985232

251 4TH ST BLDG 100

LAUGHLIN AFB, TX 78843-5126

UNITED STATES

Daniel Rubio Email: daniel.rubio.2@us.af.mil Telephone: 830-298-5630

Section F - Deliveries or Performance

Overall Contract Delivery Period

From date of lead time event to completion of performance 245 Calendar Days Date of Notice to Proceed Receipt

From date of lead time event to beginning of performance 5 Calendar Days Date of Notice to Proceed Receipt

Line Item Delivery Schedule QTY Address and POC

Delivery Schedule From date of lead time event to completion of performance 245 Calendar Days Date of Notice to Proceed Receipt

1 Lot Place of Performance DoDAAC: F2R3C1 CountryCode: USA

F2R3C1 47 CES CER

AF NO MILSBILLS PROC CP 8302985232

251 4TH ST BLDG 100

LAUGHLIN AFB, TX 78843-5126

UNITED STATES

Daniel Rubio Email: daniel.rubio.2@us.af.mil Telephone: 830-298-5630

FAR Clauses Incorporated by Reference

Number Title Effective Date 52.247-34 F.o.b. Destination. Nov 1991

DFARS Clauses Incorporated by Full Text

252.247-7023 Transportation of Supplies by Sea. Feb 2019

Basic. As prescribed in 247.574(b) and (b)(1), use the following clause:

TRANSPORTATION OF SUPPLIES BY SEA-BASIC (FEB 2019)

(a) As used in this clause- Definitions.

"Components" means articles, materials, and supplies incorporated directly into end products at any level of manufacture, fabrication, or assembly by the Contractor or any subcontractor.

"Department of Defense" (DoD) means the Army, Navy, Air Force, Marine Corps, and defense agencies.

"Foreign-flag vessel" means any vessel that is not a U.S.-flag vessel.

"Ocean transportation" means any transportation aboard a ship, vessel, boat, barge, or ferry through international waters.

"Subcontractor" means a supplier, materialman, distributor, or vendor at any level below the prime contractor whose contractual obligation to perform results from, or is conditioned upon, award of the prime contract and who is performing any part of the work or other requirement of the prime contract.

"Supplies" means all property, except land and interests in land, that is clearly identifiable for eventual use by or owned by the DoD at the time of transportation by sea.

(i) An item is clearly identifiable for eventual use by the DoD if, for example, the contract documentation contains a reference to a DoD contract number or a military destination.

(ii) "Supplies" includes (but is not limited to) public works; buildings and facilities; ships; floating equipment and vessels of every character, type, and description, with parts, subassemblies, accessories, and equipment; machine tools; material; equipment; stores of all kinds; end items; construction materials; and components of the foregoing.

"U.S.-flag vessel" means a vessel of the United States or belonging to the United States, including any vessel registered or having national status under the laws of the United States.

(b)(1) The Contractor shall use U.S.-flag vessels when transporting any supplies by sea under this contract.

(2) A subcontractor transporting supplies by sea under this contract shall use U.S.-flag vessels if-

(i) This contract is a construction contract; or

(ii) The supplies being transported are-

(A) Noncommercial items; or

(B) Commercial items that-

(1) The Contractor is reselling or distributing to the Government without adding value (generally, the Contractor does not add value to items that it subcontracts for f.o.b. destination shipment);

(2) Are shipped in direct support of U.S. military contingency operations, exercises, or forces deployed in humanitarian or peacekeeping operations; or

(3) Are commissary or exchange cargoes transported outside of the Defense Transportation System in accordance with 10 U.

S.C. 2643.

(c) The Contractor and its subcontractors may request that the Contracting Officer authorize shipment in foreign-flag vessels, or designate available U.S.-flag vessels, if the Contractor or a subcontractor believes that-

(1) U.S.-flag vessels are not available for timely shipment;

(2) The freight charges are inordinately excessive or unreasonable; or

(3) Freight charges are higher than charges to private persons for transportation of like goods.

(d) The Contractor must submit any request for use of foreign-flag vessels in writing to the Contracting Officer at least 45 days prior to the sailing date necessary to meet its delivery schedules. The Contracting Officer will process requests submitted after such date(s) as expeditiously as possible, but the Contracting Officer's failure to grant approvals to meet the shipper's sailing date will not of itself constitute a compensable delay under this or any other clause of this contract. Requests shall contain at a minimum-

(1) Type, weight, and cube of cargo;

(2) Required shipping date;

(3) Special handling and discharge requirements;

(4) Loading and discharge points;

(5) Name of shipper and consignee;

(6) Prime contract number; and

(7) A documented description of efforts made to secure U.S.-flag vessels, including points of contact (with names and telephone numbers) with at least two U.S.-flag carriers contacted. Copies of telephone notes, telegraphic and facsimile message or letters will be sufficient for this purpose.

(e) The Contractor shall, within 30 days after each shipment covered by this clause, provide the Contracting Officer and the Maritime Administration, Office of Cargo Preference, U.S. Department of Transportation, 400 Seventh Street SW, Washington, DC 20590, one copy of the rated on board vessel operating carrier's ocean bill of lading, which shall contain the following information:

(1) Prime contract number;

(2) Name of vessel;

(3) Vessel flag of registry;

(4) Date of loading;

(5) Port of loading;

(6) Port of final discharge;

(7) Description of commodity;

(8) Gross weight in pounds and cubic feet if available;

(9) Total ocean freight in U.S. dollars; and

(10) Name of steamship company.

(f) If this contract exceeds the simplified acquisition threshold, the Contractor shall provide with its final invoice under this contract a representation that to the best of its knowledge and belief-

(1) No ocean transportation was used in the performance of this contract;

(2) Ocean transportation was used and only U.S.-flag vessels were used for all ocean shipments under the contract;

(3) Ocean transportation was used, and the Contractor had the written consent of the Contracting Officer for all foreign-flag ocean transportation; or

(4) Ocean transportation was used and some or all of the shipments were made on foreign-flag vessels without the written consent of the Contracting Officer. The Contractor shall describe these shipments in the following format:

ITEM DESCRIPTION CONTRACT LINE ITEMS

QUANTITY

TOTAL ____ ____ ____

(g) If this contract exceeds the simplified acquisition threshold and the final invoice does not include the required representation, the Government will reject and return it to the Contractor as an improper invoice for the purposes of the Prompt Payment clause of this contract. In the event there has been unauthorized use of foreign-flag vessels in the performance of this contract, the Contracting Officer is entitled to equitably adjust the contract, based on the unauthorized use.

(h) If the Contractor indicated in response to the solicitation provision, Representation of Extent of Transportation by Sea, that it did not anticipate transporting by sea any supplies; however, after the award of this contract, the Contractor learns that supplies will be transported by sea, the Contractor shall-

(1) Notify the Contracting Officer of that fact; and

(2) Comply with all the terms and conditions of this clause.

(i) In the award of subcontracts, for the types of supplies described in paragraph (b)(2) of this clause, including subcontracts for commercial items, the Contractor shall flow down the requirements of this clause as follows:

(1) The Contractor shall insert the substance of this clause, including this paragraph (i), in subcontracts that exceed the simplified acquisition threshold in part 2 of the Federal Acquisition Regulation.

(2) The Contractor shall insert the substance of paragraphs (a) through (e) of this clause, and this paragraph (i), in subcontracts that are at or below the simplified acquisition threshold in part 2 of the Federal Acquisition Regulation.

(End of clause)

Section G - Contract Administration Data

DFARS Clauses Incorporated by Reference

Number Title Effective Date 252.204-7006 Billing Instructions. Oct 2005 252.231-7000 Supplemental Cost Principles Dec 1991 252.232-7003 Electronic Submission of Payment Requests and Receiving Reports. Dec 2018 252.236-7000 Modification Proposals--Price Breakdown Dec 1991

DFARS Clauses Incorporated by Full Text

252.232-7006 Wide Area WorkFlow Payment Instructions. Dec 2018

As prescribed in 232.7004(b), use the following clause:

WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (DEC 2018)

(a) Definitions. As used in this clause-

"Department of Defense Activity Address Code (DoDAAC)" is a six position code that uniquely identifies a unit, activity, or organization.

"Document type" means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

"Local processing office (LPO)" is the office responsible for payment certification when payment certification is done external to the entitlement system.

"Payment request" and "receiving report" are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall-

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the "Web Based Training" link on the WAWF home page at https://wawf.eb.mil/

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items-

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

Construction Invoice

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

N/A

(iii) For customary progress payments based on costs incurred, submit a progress payment request. (iv) For performance based payments, submit a performance based payment request.

(v) For commercial item financing, submit a commercial item financing request.

(2) ) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

(f) [Note: The Contractor may use a WAWF "combo" document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC F87700

Issue By DoDAAC FA3099

Admin DoDAAC FA3099

Inspect By DoDAAC F2R3C1

Ship To Code F2R3C1

Ship From Code N/A

Mark For Code N/A

Service Approver (DoDAAC) F2R3C1

Service Acceptor (DoDAAC) F2R3C1

Accept at Other DoDAAC N/A

LPO DoDAAC N/A

DCAA Auditor DoDAAC N/A

Other DoDAAC(s) N/A

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

Ramon Marrufo ramon.marrufo@us.af.mil

(830) 298-5744

Contract Officer

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

Not applicable

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

(End of clause)

Section H - Special Contract Requirements

Section I - Contract Clauses

Number ................................... Title ........................................................................ Effective Date

52.215-10 .......Price Reduction for Defective Certified Cost or Pricing Data ...... 2011-08.

52.215-15 .......Pension Adjustments and Asset Reversions ................................. 2010-11.

52.215-18 .......Reversion or Adjustment of Plans for Postretirement Benefits (PRB) Other Than Pensions...2005-06.

52.215-19........Notification of Ownership Changes ................................................1997-10.

52.215-22 .......Limitations on Pass-Through Charges-Identification of Subcontract Effort ....... 2009-10.

52.215-23 .......Limitations on Pass-Through Charges ........................................... 2020-06.

52.249-2 .........Termination for Convenience of the Government (Fixed-Price). - (Alternate 1) .......1996-09.

252.203-7003 ..........Agency Office of the Inspector General.. ..............................................................2019-08.

252.204-7019...........Notice of NIST SP 800-171 DoD Assessment Requirements...............................2020-03

252.204-7020...........NIST SP 800-171 DoD Assessment Requirements................................................2020-03.

5352.201-9101 AETC Ombudsman Oct 2019

(a) An ombudsman has been appointed to hear and facilitate the resolution of concerns from offerors, potential offerors, and others for this acquisition. When requested, the ombudsman will maintain strict confidentiality as to the source of the concern. The existence of the ombudsman does not affect the authority of the program manager, contracting officer, or source selection official. Further, the ombudsman does not participate in the evaluation of proposals, the source selection process, or the adjudication of protests or formal contract disputes. The ombudsman may refer the interested party to another official who can resolve the concern.

(b) Before consulting with an ombudsman, interested parties must first address their concerns, issues, disagreements, and/or recommendations to the contracting officer for resolution. Consulting an ombudsman does not alter or postpone the timelines for any other processes (e.g., agency level bid protests, GAO bid protests, requests for debriefings, employee-employer actions, contests of OMB Circular A-76 competition performance decisions).

(c) If resolution cannot be made by the contracting officer, the interested party may contact the ombudsman, Mr. David E. Jones, Deputy Director of Contracting, AFICC/KT, 2035 First Street West, JBSA Randolph TX 78150-4304, telephone 210-652-1722, david.jones.3@us.af.mil. Concerns, issues, disagreements, and recommendations that cannot be resolved at the Center/MAJCOM/DRU/SMC ombudsman level, may be brought by the interested party for further consideration to the Air Force ombudsman, Associate Deputy Assistant Secretary (ADAS (Contracting), SAF/AQC, 1060 Air Force Pentagon, Washington DC 20330-1060, phone number (571) 256-2395, facsimile number (571) 256-2431.

(d) The ombudsman has no authority to render a decision that binds the agency.

(e) Do not contact the ombudsman to request copies of the solicitation, verify offer due date, or clarify technical requirements.