MXDP 10-1029 (SOW) DRAFT.pdf

STATEMENT OF WORK

Repair-Replace Overruns on Center Runway Laughlin AFB, TX

MXDP 10-1029

10 August 2022

1.0 INTRODUCTION

This project is for repair by mill and overlay several sections of the overruns on the Center Runway to include edge lighting to bring it 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 degradation of the runway overruns generate potential for foreign object damage (FOD). Degradation has already been identified as severe during findings in 2010 PCI survey. The Contractor shall repair by replacement Center Runway Overrun Sections O06C, O07C, O08C, O09C, O10C, and T16A, and will include edge lighting 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:

demolishing existing asphalt concrete overruns, asphalt paving of new overruns 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 of 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 Provide new asphalt concrete overruns.

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

1513248489C Draft 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 Marking Plans (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.

2.1.3 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 3.3.2.3 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 same condition as prior to construction operations.

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.

2.1.4 Marking Plans On Pavement

2.1.4.1 Contractor shall remove existing threshold markings by water blasting or as approved by the CO.

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 J, 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 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) and FAA Determination will need to be approved for the project. The Contractor shall submit an FAA Form 7460-1 to the Government 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 shall provide a flagger on the side of Taxiway Golf prior to crossing of Taxiway Golf to ensure planes are not traveling down the Taxiway. Radio communication and approval between the driver and the tower is also required before crossing Taxiway Golf.

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 at

1,700 feet, not 1,200 feet. 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 The Contractor shall provide barricades with zero separation.

2.2.12 Alternate 1 in the 100% Design Drawings (Attachment A) is mandatory and the Contractor shall include it in construction.

2.2.13 There are no approach lights on the SOUTH end of the center runway (Attachment B, pg 8, 1-15 Phasing, e). The Contractor shall ignore the requirement to remove them.

2.2.14 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 3.3.2.3 of EQ Specs (Attachment C) for any minor changes made as field revisions to the Storm Water Pollution Prevention Plan.

2.2.15 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.

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

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

2.2.18 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.

2.2.19 The Contractor shall install asphaltic cement concrete per UFC 3-260-02 Pavement Design For Airfields (Attachment G, Ch 9 Section 4.) . This references UFC 3-250-03 – Standard Practice for Flexible Pavements (Attachment H, 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 I, 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 equivalent alternate materials and submit specifications to the CO for approval to use alternate materials.

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

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

2.2.22 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.

2.2.23 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.

2.3 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 NTP 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 1-15 (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 1-15 (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 K). 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 E 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 Progress Report (Attachment E 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 E 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 as 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 and 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 F) 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 F). A punch-list will be created 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.

9.0 10 ATTACHMENTS

A. 100% Design Drawings B. 100% Design Specifications C. Environmental Quality Construction Specifications LAFB D. UFC 3-260-04 Airfield and Heliport Marking E. Progress Schedule and Progress Report F. DD Form 1354 G. UFC 3-260-02 Pavement for Airfields H. UFC 3-250-03 Standard Practice for Flexible Pavement I. UFGS 32 12 15.13 Asphalt Paving for Airfields J. UFC 3-535-01 Visual Air Navigation Facilities K. Division 01 Specifications L. Schedule of Material Submittals