TORP_0291.doc

CNTPO Program and Operations Support

DEA Replacement Aircraft Hangar

T/ORP 0291

DoD Counter Narcoterrorism Program Office

Program and Operations Support

PERFORMANCE WORK STATEMENT

DEA replacement AIRCRAFT HANGAR TORP 0291 – Revision 00 13 AUGUST 2012 REVISION 02 19 september 2012

1.0 MISSION OBJECTIVE.

The DoD Counter-Narcoterrorism Program Office (CNTPO) was established to create Counter-Narcoterrorism Technology (CNT) networks, infrastructure, and capabilities worldwide that are focused on the detection, identification, and disruption of narcoterrorist activities and organizations. This task effort will support the War Fighter in the combating of narcoterrorism worldwide.

1.1 Basic Contract References.

This Task Order (T/O) PWS establishes the requirements for the Contractor to provide support in the Basic Contract task area(s) of: 4.3.2.3 Incidental Construction; 4.3.3.4 Material and Equipment Purchase.

2.0 SCOPE.

The T/O objective is to provide an aircraft hangar facility for the Drug Enforcement Agency (DEA) at Kabul Afghanistan International Airport (KAIA). This facility will allow for housing and maintenance of the DEA’s single aircraft in all-weather conditions. This hangar is essential to support the operations, preventive and scheduled maintenance, and unscheduled repair work on the DEA’s single aircraft.

2.1 Task Order Objective.

The Contractor shall provide a pre-fabricated aircraft maintenance hangar that will be used to house and maintain the DEA’s single aircraft in all-weather conditions. The aircraft maintenance hangar will be used primarily to house the single aircraft, and provide space for scheduled and unscheduled aircraft maintenance. This maintenance includes, but is not limited to, inspection, general repair and replacement of major assemblies, lubrication, fluid changes, tune-ups, tire rotation, minor painting, welding, upholstery repair, testing, cleaning, storage and retrieval and installation of parts. The characteristics and objectives of the facility are defined below. The Contractor shall consider similar facilities in the geographic area and the intended use of project when proposing the design.

3.0 Task Order PERFORMANCE REQUIREMENTS.

The Contractor shall provide all materials, construction labor, construction equipment, testing and supervision, as well as transportation of equipment including customs clearance, access to the worksite, associated OPSEC (operational security) requirements for the work-site and duties as required under current local laws and regulations that are required to meet the form/fit/function of a fully operational aircraft hangar facility.

Contractor personnel must possess required security clearances at the time of T/OMP approval. The Contractor shall submit completed clearance packages within ten (10) calendar days of identification of any increased security requirements. Requirements under this task order are unclassified. The contractor, however, shall comply with all operational security (OPSEC) requirements for the unit and location supported.

The Government will provide the Contractor with the original site topographic survey. The Contractor shall develop drawings for architectural, structural, civil, mechanical, and electrical features for the proposed hangar as required. The Contractor’s design shall comply with the requirements of the following:

· Current US building codes (including life, health, and safety) or the customary standards and building codes for US personnel in Afghanistan

· All design and construction shall comply with the Unified Facilities Criteria (UFC).

· UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings

· IBC, International Building Codes 2006, (including IBC mechanical & electrical codes)

· NFPA 101 - Life Safety Code

· NFPA 70 - National Electrical Code (NEC) 2008 Edition

· NFPA 780 - Standards for Lightning Protection Systems The USG POC (CENTCOM Forward Officer in Charge or his designated USG representative) will approve all plans, design documents and drawings before construction begins.

The Contractor shall coordinate through the “Contractor/Engineering Officer” and/or his appointed representative all construction needs including access. The Contractor is advised that other Contractors and personnel may be working in the general area of this project.

The Contractor is encouraged to use private sector (local hires) Contractors and workers (to include, but not limited to, laborers and skilled tradesman) to the extent that each is capable of performing required work, and locally-produced IBC approved materials and equipment to satisfy contract requirements, including all technical or other specifications.

The Contractor shall provide any security determined to be necessary, in addition to the INL/A security forces provided onsite as discussed in section 3.10 of this PWS, to ensure the safety of Contractor personnel for the project. The Contractor shall provide a Security and Entry Controls Plan (CDRL A001) to the Technical Monitor (TM)/COR/KO.

The Contractor shall conduct appropriate testing to verify full functionality of the completed facility and all its subsystems; including but not limited to such things as all doors and door mechanisms function as designed, all lighting functions as designed, and utility connection points function as designed. The Contractor shall provide test results to the TM and COR.

The following are general requirements that apply to all structures built under this T/O:

· The Contractor shall ensure that plans, specifications and other project information is provided and is complete upon presentation to the US Government.

· The Contractor shall ensure that the project is designed by qualified personnel, and has required approvals.

· The Contractor shall ensure that design calculations are submitted in support of structural designs.

· The Contractor shall ensure that alternative materials and methods of construction which are not specified by the building code are listed by an approved standard and approved by the TM/COR or other in country POC as directed by the COR.

· The Contractor shall ensure that products not detailed in the building code are approved by the TM/COR or other in country POC as directed by the COR and installed according to their manufacturer’s specifications.

· The Contractor shall ensure that estimated project valuations are consistent with industry norms.

· The Contractor shall ensure that the required approved plans and specifications are available when required and retained by the TM/COR or other in country POC as directed by the COR for the period required.

· The Contractor shall ensure the manufacturer’s installation instructions have been followed for installation of the structure and all associated parts (such as but not limited to the door mechanisms and lighting fixtures)

· The Contractor shall ensure that the installation is in accordance with their approved construction plans

· The Contractor shall produce all engineering for all footer and sub-footer to conform to the hangar manufacturer’s specifications supplied load listing, anchor bolt patterns and live load requirements of the manufacture’s specification sheet of the new hanger.

· All hardware shall meet industrial grade requirements. This includes doors, fixtures, hardware, and other like items. The Contractor shall submit manufacturer’s cut-sheets and design criteria for materials with its proposed design.

3.1 Existing Conditions.

The location where the replacement aircraft hangar is to be built is on KAIA. There is an undersized aircraft hangar in place which has been used to house and maintain the DEA’s previous aircraft. See Appendix A for photos of the current undersized hangar and the current ramp area location.

The current undersized hangar and associated support equipment will be removed by the USG prior to commencement of efforts under this task order. Should the removal of the undersized hangar and support equipment not take place by the Government team, Option A describes the work performance required to prepare the site for construction of the replacement aircraft hangar, and will be awarded in conjunction with the base requirement.

There is no degradation to the current tarmac. No repairs to the existing area tarmac shall be a part of this PWS. If the Contractor discovers repairs are needed to the existing tarmac, the Contractor must notify the KO/COR/TM immediately.

The existing utility connections are sized to support the DEA’s previous aircraft and are expected to be adequate for supporting the single aircraft. Should the utility requirements to support housing and routine maintenance of a single aircraft be inadequate, the Contractor shall notify the KO immediately for further direction. The Government will provide direction on any changes allowed to the existing utility connections.

3.2 Base Requirement: Replacement Aircraft Hangar Facility – Minimum Requirements.

The Contractor shall provide a facility that satisfies the following minimum requirements:

3.2.1 Hangar.

· Dimensions: 118’ wide X 120’ long X 58’ center height X 35’ side wall

· 28oz cover, opaque tan color, flame retardant PVC laminated fabric with polyester scrim.

· Frame members: 36” heavy wall ASTM B-6 zinc tubular steel meets z-bar truss design on 10’ centers.

· Base system to facilitate the shelter to be built on existing concrete foundation.

· Anchors shall be provided for a concrete foundation, based on technical design approach.

· Fabric ends at the ground level with a skirt to further seal the base of the structure.

· All weld joints coated with 97% zinc “Cold Gal” for corrosion protection.

· All connections via a plate-to-plate and bolt together junction.

· Two 40/70 single swing metal personnel access doors with push bar and panic hardware with cypher locks on each door. Location of the doors shall be determined during the design period.

· The Contractor shall provide all high visibility safety markings on the floor and walls within the structure and on the adjacent vehicle parking areas, as per IBC code for this type of building.

· Adjacent to the structure, Contractor shall provide high visibility floor markings for up to five vehicle parking spots (sized for 1 Toyota Land Cruiser each).

· Specific location of the parking spots will be provided by the USG POC (CENTCOM Forward Officer in Charge or his designated USG representative) within 30 days of the 35% design review.

· The Contractor shall provide a secure non-mobile storage area shall be provided within the maintenance area of the hangar. This shall resemble a 15’x15’x15’ cage, capable of being locked with a standard padlock, with an entryway no less than 36” wide, with a restraint system or anchoring mechanism to prohibit its movement (non-mobile). This area will be used by the end user for secure storage of maintenance equipment, parts, and other pilferable items.

· The Contractor shall provide lightning protection appropriate for the structure.

3.2.2 End Walls.

· 1-each rear access end wall with 1-ea 16’ wide X 16’ high disappearing door.

· 1-each front access end wall with 1-ea 90’ wide X 30’ high aircraft disappearing door.

· 90’ wide X 30’ high disappearing door shall have 2-each electric winches, 1-each manual winch, and all the necessary large track trolleys, pulleys, and cables.

· Location of the disappearing end wall doors shall be determined during the design period.

3.2.3 Hangar Liner.

· 1 complete interior liner to provide a 36” air barrier between the exterior and interior frame members.

· Liner for all doors shall not be included.

Lighting.

The Contractor shall provide and install a minimum of the following:

· 32 each: 400 watt 220volt single phase metal halide lights kits for overhead lighting

· Each kit shall include a brand-name or equal to “Reloc” (plug and play light system), switches, and 100-amp breaker panel box. Since Reloc wiring may not be suitable for every application, the USG POC (CENTCOM Forward Officer in Charge or his designated USG representative) will be responsible for approving equivalent wiring.

· Task lighting installed inside each of the personnel doors.

· Exit lighting above all personnel doors.

· Exterior lighting installed outside each of the personnel doors.

All interior overhead lighting shall be zoned with zones clearly illustrated in the Contractor’s design approach.

At each personnel door, Contactor shall provide a switch for the overhead, exterior, and interior task lighting in the vicinity of each door. At the disappearing 90’x30’ aircraft door, the Contactor shall provide a switch for the lighting in the vicinity of that door.

The Contractor shall provide two main lighting breaker panels, each having all circuit breakers for all overhead lighting and receptacles in the hangar. One shall be located at the North end door and one at the South end door (location shall be determined during the design phase of the project). See photos in Appendix A which indicate North and South on the current in-place structure.

3.3 Schedule.

The Contractor shall provide a draft construction schedule as part of the proposal. The Contractor shall provide a finalized construction schedule within 15 days of T/O award (CDRL A00G). The construction schedule shall be updated and resubmitted as part of the Contractor’s monthly progress report. The construction schedule shall retain the original schedule so that schedule deviations shall be clearly visible. No re-baselining of the original post-award schedule will be permitted. For all milestones that require feedback, review, acceptance from the USG, the Contractor shall allow a review period of 10 working days. The construction schedule shall include normal industry standard construction milestones and the following additional milestones:

· Initial site survey plan;

· Other site surveys performed during the design;

· Hangar procurement design and Government approval period;

· All concrete pours (if applicable based on technical design approach);

· 35% design review (this shall be an in-person USG and Contractor review);

· 65% design review (this shall be an in-person USG and Contractor review); and

· 99% design review (this shall be a remote USG review with no travel required) The Contractor shall include a separate but correlating timeline to illustrate schedule milestones for execution of Option A, should it be exercised.

3.4 Site Surveys.

The Contractor shall perform site planning as part of the design phase (48 hours prior approval for the site survey access shall be required for security). In addition to reviewing the USG furnished original site topographic survey, the Contractor shall perform a site survey prior to commencing design and construction efforts (CDRL A00E). This site survey plan shall show all current roads, parking lots, utilities, and security features. The contractor shall submit the site survey plan to the “Contractor/Engineering Officer” and/or his appointed representative for approval as per Contractor’s approved construction schedule. Digital formats (pdf or AutoCAD 2009) may be sent via email to the “Contractor/Engineering Officer” and/or his appointed representative.

This site survey plan shall be updated and maintained, as required, throughout the period of performance (CDRL A00E).

3.5 Installation.

Contractor shall provide a hangar manufacture’s technical representative on-site to help in the above installation for 45 days work days and 5 travel days.

The site location for the building construction has the following grid coordinates and is located in Afghanistan at the Kabul International Airport Ramp 10, Camp Alvarado Compound:

· 34 degrees 34.38 minutes N

· 69 degrees 12.06 minutes E The USG POC (CENTCOM Forward Officer in Charge or his designated USG representative) shall be responsible for local approval of the final site location on Ramp 10. The Contractor shall be responsible to obtain and maintain all permits and certifications required for construction. The Contractor shall ensure, from the site plan, that the building or structure location is incompliance with the requirements of the local ordinances, fire separation regulations, fire access and force protection setbacks. The Contractor shall verify that the final grade will provide the required slope away from the footing or foundation wall; and ensure finished floor elevation in any flood-hazard areas is in compliance with local and current IBC requirements.

3.6 Design, Drawings and Documentation.

The Contractor shall develop an engineering conceptual design that is submitted with the proposal and produce a 100% design submittal within 30 days of T/O award. The 100% submittal shall include, as a minimum, the following:

· Site Plan (Complete).

· If applicable, a disassembly plan and storage plan for the existing hangar (Complete).

· Life Safety Plan that clearly indicates routes of egress during construction and compliance with UFC and IBC life safety requirements during construction.

· Foundation plans sufficiently detailed to show dimensions and depths of all elements as well as the type of reinforcement and/or connections proposed.

· Construction Schedule: Within 15 days after T/O award, the selected Contractor shall submit a final construction schedule.

The Contractor shall be responsible for the documentation performance characteristics listed below:

· The Contractor shall ensure that project management data has been captured to be provided for the Monthly reports (CDRL A002).

· The Contractor shall provide a copy of all required building permits and certifications (CDRL A00E).

· The Contractor shall ensure that all project information including approved plans and specifications provided to the TM/COR are current.

· The Contractor shall be responsible for the technical accuracy, safety, and coordination of all designs, drawings, specifications and other non-construction services furnished by the Contractor.

· The Contractor shall prepare and keep accurate and up to date all necessary working (on-site) drawings for building construction, site construction and utility upgrades (CDRL A00E). Detailed drawings are described in Section 6.7.

3.7 As-Builts, Warranties, and Other Requirements.

As-built drawings shall be provided within thirty (30) days of acceptance of the hangar by the USG. As-built drawings will be required in both hard and electronic copy (AutoCAD and PDF).

All equipment and materials procured shall be new and free from defects. All Original Equipment Manufacturer (OEM) documentation for material shall be presented electronically and in hard copy.

The required period of warranty shall be twelve (12) months from date of acceptance of the hangar by the USG. All items shall be provided with standard OEM warranties. The terms of the warranties shall be clearly presented in the name of End User.

The Contractor shall be responsible for all charges related to delivery to Afghanistan including associated taxes (e.g. VAT), duties and customs fees. The Contractor shall ensure the appropriate Technical Assistance Agreements (TAAs) and/or applicable export licenses are in place before conducting any activity under this task order that requires such approval and documentation.

3.8 Supervision.

The Contractor shall provide full time dedicated on-site project management and supervision for the duration of the task order. For purposes of this task order, the position shall be a Project Director (as defined in Attachment 2 of the basic contract) with additional skills inherent to the successful execution of overseas construction projects which at a minimum shall include the ability to read and understand blueprints and plans.

3.9 Safeguards During Construction.

The Contractor shall provide a Safety Plan to ensure that the necessary safety precautions are taken for the safety at the construction site and personnel (CDRL A00G). This shall be specified in the construction documents.

3.10 Security and Badging.

The Contractor shall be responsible for complying with the security posture requirements at the worksite. The security posture at the site is fluid due to the warzone environment and the Contractor shall provide a Security and Entry Controls Plan (CDRL A001) to illustrate their approach and procedures for compliance with all requirements including changes to the security posture. The Contractor’s security approach shall address access to KAIA, access to the Camp Alvarado area, access to the worksite, and access to the materials storage area (illustrated in the photos in Appendix A).

The Contractor shall be responsible to comply with all badging requirements for access to the worksite (including access to KAIA, Camp Alvarado area, worksite, and materials storage area). This requirement applies to Contractor employees, subcontractor employees, and other personnel required access to the worksite during this task order, such as for deliveries, specialty equipment, surveys, inspections, and other related purposes. The badging procedures shall be illustrated in detail in the Contractor’s Security and Entry Controls Plan (CDRL A001).

The Contractor shall ensure all employees have a badge identification issued to them by the Contractor identifying: name of Contractor, full name of individual, photo of individual.

Contractor shall coordinate badging and access with the INL/A Security at Camp Alvarado. Specific current procedures with INL/A Security are outlined below. Updated procedures from INL/A Security will be provided as GFE upon contract award, and Contractor shall provide an updated Security and Entry Controls Plan within 45 days of receipt of the GFE updated procedures.

· INL/A Security will make up badges for all personnel that need to be on the project, in addition to the Contractor-provided individual badges.

· When the Contractor’s personnel arrive each day, each Contractor personnel will be given an individual badge by INL/A Security Forces after the individual’s personal Contractor’s badge has been checked. This will be repeated when departing Camp Alvarado.

· Each individual is then screened and cleared onto Camp Alvarado and the work site; repeated upon departure.

· All Contract personnel will be monitored and guarded by INL/A Security Forces during the entire process. It is likely that concertina wire will be placed around the work site with INL/A Security Forces strategically put in place.

· No cell phones allowed on the work site. Any exceptions will be approved and worked through INL/A Security.

· Only selected and pre-identified upper management of the Contract, or essential personnel, will be allowed a cell phone (no camera phones) after certain security checks and procedures are done. Contractor personnel will be notified that their cell phones can and will be monitored if they are allowed a cell phone to complete the project.

· No camera photographing equipment is allowed on the work site. Any exceptions will be approved and worked thru INL/A Security.

· If the project requires personnel to stay overnight, appropriate tent lodging may be set up at the work site with the above stated security in place.

· INL/A will provide all necessary security requirements per INL/A regulations.

· POC for all security issues for the work site and project will be the responsibility of INL/A Security and all Contractor personnel will follow all established security procedures set in place.

· All equipment and containers for the project that will need to be brought and/or maintained on the project will be screened in accordance with INL/A Security procedures.

3.11 Construction Specifications.

3.11.1 Steel Framing Systems.

If used, the Contractor shall ensure steel wall system have proper spans, spacing, bearing and connections. The Contractor shall ensure that pre-engineered steel wall systems are installed in accordance with their manufacturer’s specifications.

3.11.2 Electrical Specifications.

The Contractor shall hook into the existing electrical utilities where practicable. The USG will provide an overall utilities site plan that will clarify location of existing utilities. The Contractor shall coordinate utility installations with the Site Engineering Manager. The hangar shall be wired for 380Volt 3 Phase, 50 ampere receptacles (to support the aircraft). The hangar shall also be wired for 220V/50Hz single phase 20 ampere receptacle power. The Contractor shall provide six each ampere phase receptacles. The USG will provide access to temporary electrical construction power.

The Contractor shall ensure the electric tie-in point and distribution equipment, wiring, receptacles and grounding, and interior and exterior lighting and controls, are in accordance with the latest IBC regulations for this type of facility. The Contractor shall provide the necessary connection to the existing power infrastructure at the Kabul International Airport site.

· Electrical power shall be 380/220V/50HZ throughout the building with outlets sufficient to meet IBC standard.

· All wiring shall meet IBC 2006 electrical standards for distribution and safety. Power outlets shall be available throughout the building in order to make it fully functional

· The Government user has specialized equipment that the Contractor shall need to match the receptacle to the GFE supplied special equipment. See Appendix B for the list of specialized equipment.

· All electrical devices procured as part of this PWS shall be Underwriters Laboratories (UL) approved.

· As an alternative to UL approval, Contractor shall provide published proof from a bona fide independent testing laboratory.

· Grounding systems and all wiring methods should meet the minimum either IBC or National Electric Code requirements.

· Contractor shall supply structural grounding and lightning protection as outlined above in section 3.0, NFPA 780 - Standards for Lightning Protection Systems.

· General convenience receptacles and special power outlets shall be commercial grade.

· For proposal purposes, Contractor shall assume there will be six each ampere phase receptacles. The Contractor will be provided access to temporary electrical construction power.

For proposal purposes, an electrical distribution drawing and one line diagram have been provided; see Appendix C. Actual design for conductor routing, sizing and connections shall be finalized during the “Design Phase” of the project. Conductors are to be a part of the Contractor’s area of responsibility and their installation shall be part of the proposal.

Requirements shall include but not be limited to:

1. All above ground and below ground electrical conductor.

2. All termination hardware.

3. All conductors shall be continuous and without splicing.

4. For bid purposes conductors shall be sized according to the supplied one-line diagram in Appendix C.

Current Generator to Grid Description: There are two (2) generators which are now in service and are wired to 380/220 three phase power, at fifty (50) hertz; see photos below.

3.11.3 Concrete.

· Footing or pier footers for the hangar anchor bolts shall be designed and installed, if applicable, based on technical design approach

· The Contractor shall ensure that concrete are designed in compliance with standards and material characteristics for specified exposure conditions.

· The Contractor shall provide concrete pour plans to the COR/TM for acceptance prior to concrete pouring.

· The Contractor shall provide concrete break test results (7-day, 14-day, and 28-day) to the COR/TM (CDRL A00E).

3.12 Option A: Dis-Assembly of Current Structure.

Should the removal of the currently in-place undersized hangar and support equipment not take place by the Government team, Option A may be exercised. The current structure is shown in several photos in Appendix A.

The Contractor shall prepare the site for construction of the replacement aircraft hangar. This shall include but not be limited to dis-assembly of the current structure, and packaging it for shipment, shipment by surface transportation to a military base within Afghanistan, and clean-up and preparation of the site for installation of the replacement hangar discussed above. For planning purposes, use the surface shipment destination of Bagram Air Base.

3.13 Option B: Electric Utility Upgrade.

The Contractor shall perform electrical utility upgrades to support the DEA replacement aircraft hangar.

The Contractor shall replace the existing electrical wiring system from the generator circuit protection to the manual transfer system continuing to the existing building and to a tie-in point for the new hangar’s power distribution panels located within the existing facility.

The Contractor shall replace all wiring between the generator transfer switch and the power distribution switch; see photo below.

The Contractor shall replace all of the existing wiring between the distribution switch and office building, warehouse and allowing for a tie in point for the New Hangar’s electrical power panels.

All electrical components shall be new and unused. All components shall be provided by the Contractor with manufactures certificate of origin, to include point of origin and date of manufacture.

4.0 WORK HOURS AND LOCATION.

4.1 Duty Station.

The principal place of performance for this effort shall be in Kabul, Afghanistan.

4.2 Temporary Duty (TDY) Travel.

The Contractor shall perform TDY non-local travel, as required in the performance of this effort. All travel required and approved under this effort will be paid IAW the Basic Contract by reimbursement to the Contractor. Only required travel previously approved by the TM will be reimbursed under this effort.

5.0 GOVERNMENT FURNISHED Information, EQUIPMENT OR MATERIAL (GFI/GFE/GFM).

The Government shall provide the following list of information, material, or services in support of this effort:

· Utilities site plan

· Original site topographic survey

· Access to temporary electrical construction power

· Specific location of the vehicle parking spots will be provided within 30 days of the 35% design review

· Updated Camp Alvarado INL/A Security Procedures

· Specialized Government equipment list (Attachment B). This equipment is not for use by the Contractor. The list is provided so the Contractor shall provide the appropriate matching power receptacles so the USG customer can use their equipment.

The Government will not provide life support (e.g., housing, food, transportation) for Contractor personnel.

6.0 TASK ORDER DELIVERABLES.

The following deliverables are required as set forth in the Basic Contract:

*Copies are to be submitted electronically whenever possible and not exceed 5 megabytes of data unless required by the COR/TM. Recipients at a minimum shall include the TM and COR.

**Unless specified otherwise, number of calendar days after the effective date of this task order.

6.1 Master Project Schedule (CDRL A00G).

The Contractor shall provide a Master Schedule for Government approval. The Contractor shall create, maintain and report the schedule in conjunction with the progress report after initial delivery. The schedule shall cover all phases of the project from kick off to task order close out. The Contractor’s Master Schedule shall include, but not be limited to, the following information:

· Timeline for providing proposed staffing

· Deployment of personnel

· Procurement of equipment and material

· Planning milestones

· Major construction milestones

· Construction Schedule (Section 3.3)

6.2 Contractor’s Progress Report (CDRL A002).

The Contractor shall ensure that the appropriate design, drawing, and documentation requirements, as identified in section 3.6, are included in the monthly report.

In addition to the required monthly report, a comprehensive progress report shall be delivered weekly to the TM and COR. At a minimum, the weekly progress report shall contain an overall schedule, the current status of funding on the T/O, accomplishments completed, any potential problems, and any lessons learned. These reports shall be delivered in accordance with CDRL A002 Expenditure Report of the Basic Contract. These reports are due on the first business day after the reported week (typically Monday, unless a federal holiday falls on that Monday).

6.3 Meeting Minutes (CDRL A003).

Meeting minutes shall be provided to the Government at a minimum for kick-off meetings, technical program reviews, 35% design review, 65% design review, 95% design review, and for other meetings as requested by the Government.

6.4 Status Meetings (CDRL A003).

The Contractor shall provide a status meeting upon request of the KO/COR or KO authorized representative. These meetings are due ten (10) business days from the request by the KO/COR or KO authorized representative.

6.5 Program Reviews (CDRL A004).

The Contractor shall participate in program reviews, to be scheduled upon request of the responsible KO/COR/TM or written designee, to discuss and to informally evaluate the Contractor’s efforts and accomplishments in direct relation to specific T/Os. During the reviews, the Contractor shall present necessary data to enable a joint review of its various assigned tasks, attendant schedules, and resource expenditures. The Contractor shall present and participate in technical discussions and shall inform, in a timely fashion, the COR of any problems with contract execution and any proposed solutions. The Contractor shall attend and participate in other meetings, as scheduled by the responsible KO or written designee.

6.6 Management Plan (CDRL A00G).

The Contractor shall provide a management plan for Government approval that shall define a management system to plan and control this T/O effort. The management plan shall delineate how the Contractor plans to accomplish the effort supporting the specific T/O, to include a milestone schedule and a schedule for the planned expenditure of funds. At a minimum, but not limited to, the Contractor's Management Plan shall include the following:

· Project Team Org Structure

· Schedule Management

· Resource Management

· Technical Management of the Task

· Property Management

· Risk Management

· Quality Management

· Monitoring and Control

· Reporting

6.7 Detailed Drawings (CDRL A00E).

The Contractor shall provide facility drawings and design documents for COR/TM approval before commencement of work. The 35% drawing shall be submitted no later than 60 days after Award date or as proposed by the Contractor in their schedule to be incorporated in Task Order schedule whichever is closest to the Award date. The drawing shall be submitted for review and approval at 35%, 65% and 95% effort. The 95% drawing shall reflect the “as built” drawing. The “as-built” drawings shall be 100% corrected drawings of the entire facility prior to the final site walkthrough.

The 35% drawing shall include engineering drawings with a minimum: engineering calculations, written data sufficient to fix and describe the size, charter, auxiliary systems and other essentials necessary to explain the design. The Government shall approve all plans, design documents, and drawings before work begins.

Contractor shall ensure ALL drawings are coordinated within all disciplines for constructability and functionality and shall include the following but not be limited to:

· Construction Schedule (resource, cost and procurement loaded, include critical path and milestones) 35%, 65% and 95%

· Plot Plan

· Locating New Hangar based on “Set-Back” Requirements

· Hangar Elevation drawings 35%, 65% and 95%

· Revised Site Electrical drawings 35%, 65% and 95%

· Structural drawings 35%, 65% and 95%

· To include all shop drawings

· Vendor Dead/live Load Calculations

· Vendor erection drawings

· To include door dimensions and locations

· Civil drawings 35%, 65% and 95%

· Concrete Demolition drawings

· Concrete Reinforcement drawings

· To include Reinforcement Fabrication drawings

· Anchor Bolt

· Layout and Load Drawings

· To include Reinforcement Fabrication shop drawings

· Excavation plan 35%, 65% and 95%

· To Include Compaction Requirement Drawing and Specifications.

· Site Analysis :35%, 65% and 95%

· Hazardous Materials Management (as applicable by MSDS Standards) :35%, 65% and 95%

· Utility Master Plan (UMP), to include:35%, 65% and 95%

· Site Electrical Power distribution

· One-line Distribution Drawings

· Load Balancing Calculation

· Panel Schedules

· Wiring diagrams

· Device Detail Drawings

· Grounding Drawing

· Reconnection of Grid of New Civil Requirements

· Conduit and cable Schedules

· Above and below Grade

· Termination Details

· Panel Schedules

· New Hangar Electrical Power distribution :35%, 65% and 95%

· One-line Distribution Drawings

· Load Balancing Calculation

· Panel Schedules

· Wiring diagrams

· Device Detail Drawings

· Lighting Diagrams

· Fixture Details Drawings

· Lightning Diagrams

· Grounding Drawing

· Lightning Distribution Connection to Ground (Earthing) Grid

· Structural Grounding Details

· Conduit and cable Schedules

· Above and below Grade

· Termination Details

· Panel Schedules

6.8 Material Quality Submittal and Test Documents (CDRL A00E).

The Contractor shall provide material test documents and test reports. This includes but is not limited to all Soil Survey reports, density test, compression test, 7-, 14-, 28-day cube break tests, and others as appropriate for the Contractor’s proposed construction approach.

6.9 Security and Entry Controls Plan (CDRL A001).

The Contractor shall provide a Security and Entry Controls Plan (CDRL A001) within 10 days of award. The Contractor shall provide an updated Security and Entry Controls Plan within 45 days of receipt of the GFE “Updated INL/A Security Procedures.” The Security and Entry Controls Plan shall be in compliance with the INL/A Security requirements at Camp Alvarado.

The Security and Entry Controls Plan shall illustrate the Contractor’s approach and procedures for compliance with all security posture requirements at the worksite, including changes to the security posture; and compliance with all badging requirements for access to the worksite.

The Contractor’s approach shall address access to KAIA, access to the Camp Alvarado area, access to the worksite, and access to the materials storage area (illustrated in the photos in Appendix A). The Contractor’s approach shall address Contractor employees, subcontractor employees, and other personnel required access to the worksite during this task order, such as for deliveries, specialty equipment, surveys, inspections, and other related purposes.

6.10 Concrete Break Test Results (CDRL A00E).

The Contractor shall provide written documentation of TM/COR/KO concrete pour plan approval with each of the following delivered reports and results.

The Contractor shall provide proof to the COR/TM/KO that a 7-day break is completed. Later, the same report shall be updated and resent to the COR/TM/KO with the 14 day and 28-day test results. Concrete test reports shall provide documentation that random samples of fresh concrete have been taken as required in the project specifications and ASTM C172, and that a prescribed series of tests has been conducted in accordance with ASTM C31 and C39. Concrete break tests cylinders are required for each day of the pours; a minimum of six cylinders shall be provided for each pour. Minimum features to include in each report are:

· Identifying data, including the job-site name and location, the name and location of the laboratory, and the identification numbers of the test specimens;

· Ambient temperature at the job site;

· Location where the concrete represented by the samples has been placed in the structure;

· Date and time of sampling, as well as the identity of the individual who took the sample;

· Test results on fresh concrete (generally slump, air content, and concrete temperature);

· Curing method for the concrete samples, as well as high and low temperatures that the concrete samples underwent while in the field;

· Compressive strength of each test specimen (reported to the nearest 10 psi [0.1 MPa]);

· Type of fracture pattern;

· Ages of the specimens when tested.

Contractor shall perform and provide to the COR/TM/KO the results of the Concrete Slump Testing: Reference code: ASTM C143 / C143M. This test method is not considered applicable to non-plastic and non-cohesive concrete. The values shall be stated in either SI units or inch-pound units and are to be regarded separately as standard. Within the text, the SI units shall be shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

6.11 Building Permits and Certifications (CDRL A00E).

The Contractor shall be responsible to obtain and maintain all permits and certifications required for construction. Copies of these shall be provided to the TM/COR/KO within 10 days of receipt. If any permits or certificates are updated, the Contractor shall provide copies to the TM/COR/KO within 10 days of receipt.

6.12 Safety Plan (CDRL A00G).

The Contractor shall provide a Safety Plan to ensure that the necessary safety precautions are taken for the safety at the construction site and personnel. Copies of these shall be provided to the TM/COR/KO within 30 days of award.

Appendix A Photos of the current undersized hangar and the current tarmac area location.

Appendix B

Specialized Government Equipment List.

Appendix C Electrical Distribution and Utility Information.

_1406015660.pdf

_1406015662.pdf

_1406015663.pdf

_1406015661.pdf

Nomenclature Part/Model Number Qty Voltage AC Generator DCA45USI 1

Pressurization Unit 15-7600-1000 1 AC 380/220v 50hz

AC Compressor CVM184TBDR7674BRL 1 220v 50hz

AC Unit Class Plus 26 1 220v 50hz

Battery Charger 1JYU1A 1 220v 50hz

Welder Millermatic180 1 220v 50hz

Bench Grinder 2FDB5 1 220v 50hz

Weed eater 29222 1 Battery

Weed eater batteries NA 2

Weed eater charger NA 1 220v 50hz

Drill Press Laser Track 137219000 1 220v 50hz

Winch HG5600-1A17-L-20 3 220v 50hz

Cordless Drill 90 315101541 1 220v 50hz

Flashlight 315113913 2 12 volt

Flashlight 315114073 2 12 volt

1/2in Cordless Drill 315114852 1 12 volt

Charger 1425301 1 220v 50hz

3/8in Cordless Drill DC742 1 220v 50hz

3/8in Cordless Drill DC742 1 220v 50hz

Charger DW9118 1 120/60hz

Skill Saw 8 1/4 1 220v 50hz

Winch 3200 AC-R 2 220v 50hz

Heat Gun 3451 1 220v 50hz

Solder iron 336B 2 220v 50hz

DC Power Supply 10-2046-BA 1 120-60hz

Wet Dry Vacuum 4YE72 1 120/60hz

Battery Charger TDMC 1 220v 50hz

Pitot Static Tester 377-4A-50K 1 220v 50hz

Bore Scope RH-150A5 1 220v 50hz

Solder iron WESD51 1 220v 50hz

MWS Test Set charger 95323 1 220v 50hz

Part Washer DMD236 1 220v 50hz

FoxCart 1600B 1 AC 380/220v 50hz

Hand Grinder 6148-30 1 220v 50hz

Heater 3VE53B 1 AC 380/220v 50hz

Tool's & Equipment

Nomenclature Part/Model Number Qty Voltage Heater 3VE53B 1 120/60hz

Heater 3VE50A 1 120/60hz

Heater/Fan 1RKU2A 1 480/3phase 60hz

Heater/Fan 1RKU2A 1 480/3phase 60hz

Fan DD3641 1 120/60hz

Fan DD3641 1 120/60hz

Heater R40T 1 120/60hz

Heater R40T 1 120/60hz

Port-A-Cool PAC2K482S 1 120/60hz

Drop Light ECU325BK 2 120/60hz

Drop Light 6YF69A 1 120/60hz

Tool's & Equipment

_1406015659.pdf