Attachment 12 - MACC SAMPLE Project Statement of Work.pdf

STATEMENT OF WORK

FOR

DESIGN & CONSTRUCT

West Gate Visitors Center

BARKSDALE AIR FORCE BASE, LOUISIANA

FA460822R0001

Attachment 12

I. PERFORMANCE PERIOD

A. The performance period is broken down into three phases. A separate Notice to Proceed (NTP) will be issued for phase I and II. The performance period consists of 456 calendar days.

B. Phase I completion requires the following:

1. The Period of Performance for Phase I is 204 calendar days.

2. Receipt and approval of all required permits.

C. Phase II is the Construction Phase of the project.

1. The Period of Performance for Phase II is 252 calendar days.

2. The contractor shall request a Pre-Final Inspection not less than 10calendar days prior to the intended date of the Pre-Final. The date of the Pre-Final must allow adequate time to correct all deficiencies and conduct the Final Inspection prior to the construction completion date. A contractor-provided punch list, including the status and projected completion date for all open items, shall accompany this Pre-Final request.

D. Phase III is the closeout phase of the project.

1. Phase III is 30 calendar days.

2. Phase III is not part of the performance period and will be considered complete once all closeout documents and submittals have been received and approved by the Government.

3. As-Built drawings are required and shall be submitted in AutoCAD (2018 or earlier), as well as in PDF.

E. Upon award of the task order, the contractor will be expected to:

1. Submit Payment and Performance Bonds specific to the task order within 10 days.

After acceptance of the Payment and Performance Bonds, the Notice to Proceed (NTP) shall be issued by 2 CONS.

2. Request a design kick-off or a Construction kick-off meeting through 2 CONS.

F. Phase requirements are as follows:

1. Phase I (design phase)

a. Contractor shall provide the development of the intermediate design submittals to 100% Final Design documents.

b. Contractor shall provide formal 35%, 65%, 95%, and 100% design submittals to include the material submittals process.

c. In accordance with the basic MACC Contract: Contractor must coordinate with the Government in arranging a 35%, 65% and 95% design review meeting. The Contractor’s design firm with representation from each discipline shall be in attendance at all design meetings. The design team shall be responsible for presenting all aspects of the design. The contractor shall submit minutes of the

FA460822R0001

review meeting within five (5) working days that details the discussion points and the contractor’s action plan for these discussion points.

d. Contractor shall submit a Contract Progress Schedule, AF Form 3064, within 10 days of the issuance of Phase I NTP. The schedule shall include line item breakdowns for design submittals and construction work elements as well as environmental permitting milestones, if applicable, pre-final inspection / punch list and close-out documents. This includes the 5% retention for closeout submittals.

e. All submittals shall be submitted electronically. A hard copy of the signed and sealed final drawings and permits shall be submitted as well.

2. Phase II (construction phase)

a. NTP to Phase II shall be issued upon:

i. Approval of all Phase I submittals, required permits, and 100% Final Design submittal.

ii. Contractor shall request a construction kick-off meeting through 2 CONS.

This meeting shall take place prior to issuance of the Phase II NTP.

3. Phase III (closeout phase)

a. Contractor shall provide all necessary approved close-out documents not limited to payrolls, progress reports, submittals, release of claims, and final AF Form 1354. Refer to AF Form 66 and SOW for additional close-out requirements.

II. SCOPE

This Statement of Work (SOW) defines the scope for this task order to include:

Renovation/reconfigure and build and addition to the existing Visitor Control Center at the West Gate Entry point; all offerors are cautioned that the construction team is expected to spend an adequate amount of time at the facility prior to proposal submittal in order to fully assess the existing conditions to ensure that appropriate construction methods can be used to replicate the existing features in the proposed work. The Government shall reference the basic MACC contract proposals for information such as quality control, teaming, and personnel qualifications.

The place of performance shall be at Barksdale Air Force Base (BAFB), Louisianan (LA).

Upon completion of Work, the Contractor must ensure all systems affected by the Work must be fully functional and operational for intended purpose.

1. CIVIL: NEW WORK

a. The project work site is remote and/or lacking personnel life support. The Contractor shall be responsible for providing all required personnel life support, shelter and comfort by importing, relocating and maintaining necessary temporary facilities.

FA460822R0001

b. The Contractor shall provide materials testing by a third party laboratory in accordance with the provided 1A-15% drawing set, and as provided for elsewhere in the project documentation. Contractor identified testing laboratory shall be listed by USACE Materials Testing Center in accordance with ER 1110-1-261, or possess a current national authority issued certification of accreditation under ASTM D3666, or possess a current CMEC issued certification of accreditation.

Contractor identified testing laboratory shall possess listing and/or accreditation for each testing standard they are to undertake. Copies of all relevant accreditation certificates shall be provided to the Government.

c. Materials identified as LDOT compliant shall be listed by LDOT on an approved material and/or source site list, or certified by an LDOT approved laboratory.

Materials certified by an LDOT approved laboratory do not require additional testing by the Contractor's third party laboratory.

d. The Contractor shall sod unpaved areas disturbed as part of this project effort with St Augustine or Bermuda (depending on time of year) sod. Disturbed area shall include all areas impacted by the construction equipment where it is indicated that the sod has been destroyed. The contractor shall provide to the Government a certification from the Louisiana Dept. of Agriculture and Consumer Services stating that sod/hay/straw and mulch materials are free of noxious weeds. The new sod shall be watered with a contractor provided and installed temporary irrigation system with a remote timer. The irrigation system shall operate for a minimum period of 8-weeks. At the end of the 8-weeks the area will be evaluated and if the grass has taken root, then the system shall be removed and disposed of by the contractor.

e. The Contractor shall clear and clean limit of work before vacating project.

f. Existing Conditions Investigation:

i. Obtain site details, topographic and utility survey data to the extent required to complete the project design.

ii. Any executed surveys shall be made a part of the plan set.

iii. Contractor shall field verify all Government provided distances, dimensions, and elevations.

g. Permit Activity and Negotiation:

i. The Contractor shall prepare, submit, negotiate and pay for all identified project permits.

ii. The Contractor shall submit copy of all project permit applications to the Government for approval prior to application with governing authority.

iii. The Contractor shall notify the Government in advance of all governing authority meetings, hearings, inspections and actions in regards to project permit applications.

iv. The Contractor shall provide copy to the Government of all final permit and/or action related to project permitting.

FA460822R0001

v. The Contractor shall be responsible for the full work intent and requirement of all issued project permits.

h. Erosion and Sediment Control Barriers and Barricades:

i. The Contractor shall provide and install all erosion protection and storm water pollution prevention devices prior to construction as required by the Environmental Requirements for Contractors Working on Barksdale AFB.

ii. The Contractor shall provide and install a stabilized construction entrance whenever construction access to unstabilized areas could track earth onto connecting roadways.

iii. The Contractor shall inspect daily, and repair or replacement as required, all project erosion and sediment control.

iv. The Contractor shall provide daily sweeping of connecting vehicle roadways and surfaces whenever tracking of material off site occurs.

v. The Contractor shall provide daily water spraying for control of dust production from the work site.

vi. In the event that the Contracting Office orders a suspension of work, the Contractor shall install temporary stabilization of all open earth, excavations, earth works, and stockpiles. The effort shall provide sufficient stabilization for the anticipated period of suspension including the closure of open excavations and provision of erosion matting in storm-water conveyances and temporary seeding of disturbed areas if suspension will exceed one month duration.

vii. After completion of work and permanent site stabilization, and as approved by the Government, the Contractor shall remove and dispose of off base all temporary erosion protection and storm water pollution prevention devices.

i. Demolition:

i. Remove and save all existing signage, lighting, fencing, site furniture, etc.

for re-installation.

ii. Clear and grub site as directed on plans.

iii. Disposal areas for rubble, unsuitable or excess soil materials or other construction debris are not available on the base for the Contractor’s use.

Disposal must be provided by the Contractor, off Government controlled lands, at lawfully permitted and operated sites.

iv. For utilities to be removed or relocated (water, sanitary, communications, etc.) disconnect and/or plug the utility at the connection to main lines. All abandoned conduits and pipe larger that 2-inches shall be removed (irrigation, sanitary and water mains). The Contractor shall GPS all locations of utility disconnection points and show them on the as-built drawings.

FA460822R0001

v. Demolish and dispose off-base elements identified on the RFP drawings including but not limited to pavement, sidewalk, hardscape, posts, supports, utilities, trees, bushes and furnishings. All permanent hardscape demolition shall include removal of the base material down to natural sub-grade.

vi. Demolish and dispose off-base site structures and foundations identified on the RFP drawings in their entirety including but not limited to connecting services and accessory pads.

vii. Damage to project site by Contractor not required by this SOW will be repaired at Contractor expense

j. Utility Construction:

Furnish and install all site utility construction repairing any disturbed existing condition to its original condition as indicated on the project drawings and in accordance with minimum standards and specifications, but not less than the following minimum requirements.

i. No open trenching shall be accessible to the public. All trench work shall be barricaded from pedestrian and vehicular activity in accordance with OSHA.

ii. All new belowground access ways shall have 24” (min) diameter clear passage with cast iron frame and cover.

iii. All new water mains shall be AWWA C900 DR18 with mechanically restrained joints

iv. Prior to any portion of a potable water system being placed into or restored to service, it shall be cleaned, disinfected, and tested for bacteriological contaminants in accordance with the latest applicable provisions of the American Water Works Association (AWWA), "Standard for Disinfecting Water Mains" (AWWA C651); and applicable base/state directive/requirements.

v. All new sanitary sewer pipe shall be ASTM D1785 SCH 40 PVC (min) for gravity drains and ASTM D2241 SDR 21 (min) for force mains.

vi. All new sanitary sewer manholes shall be lined or epoxy coated.

2. ARCHITECTURAL: Contractor must be responsible for the professional quality and technical accuracy of the services furnished by the Contractor under this contract.

Contractor shall reference the architectural drawings for supplementary information.

Contractor must verify dimensions and design, construct, and install items in adherence to the design intent presented herein and in the drawings, UFC 1-200-01, Design: General Building Requirements, UFC 3-100-10, Architecture with Change 3, UFC 3-120-01, Design: Sign Standards with Change 2, UFC 3-120-10, Interior Design, with Change 1, ADAAG, Americans with Disabilities Act Accessibility Guidelines, Barksdale Design Guide (latest edition), current edition, and compliance of all applicable codes.

The word "color", as used herein, includes surface color and pattern. When color is not designated for items, Contractor shall propose a color for approval in the Color

FA460822R0001

Binder. Where color is shown as being specific to one manufacturer, an equivalent color by another manufacturer may be submitted for approval. Manufacturers and materials specified are not intended to limit the selection of equal colors from other manufacturers.

a. DEMOLITION: The Contractor shall take the reasonable steps to ascertain the nature and location of work, and that it has been investigated and satisfied itself as to the general and local conditions which can affect the work or its cost.

i. Before demolition begins user will move and store all furniture; then move all of it back into the building after construction completion. The user will move all personal belongings and IT equipment to their temporary facilities.

b. NEW WORK: Contractor shall construct/install, the following for the renovation of Building 1512:

i. Provide & install if necessary restroom walls, plumbing fixtures & piping, HVAC diffusers/grilles & ductwork, flooring, restroom accessories, toilet partitions, lavatory counters, ceilings, and lighting.

ii. Provide & install if necessary any ceiling grid & tiles, light fixtures & other electrical items, flooring, walls & doors/frames, and HVAC diffusers/grilles & ductwork.

iii. Seal existing corridor fire walls above ceilings in locations where necessary the return air openings and supply air ductwork have been removed.

iv. Where electrical & communication outlets and other electrical items are being abandoned fill/patch and prep for paint the existing walls.

3. PLUMBING: The contractor is responsible to construct and install all required equipment and materials in accordance with the following codes and standards:

Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements UFC 1-200-02, High Performance and Sustainable Building Requirements, with

Change 01, 1 October 2017 UFC 3-420-01 Plumbing Systems, including Change 10, October 26, 2015 UFC 3-600-01, Design: Fire Protection Engineering for Facilities, Change 2, 25

March 2018 UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, with

Change 1, dated 1 October 2013 AFI91-203 Air Force Instruction

All specifications stated below are in addition to all of the above mentioned design criteria. When ambiguities or inconsistencies arise between Department of Defense (DOD), U.S. Air Force Regulations, and Civilian Codes/Standards, the U.S. Air Force Regulations shall govern. In the event that certain areas of design are not specifically addressed by the U.S. Air Force Regulations, the most conservative design requirements as defined by applicable codes or association standards and as

FA460822R0001

determined by government representative shall be used. Visit the existing facility and carefully examine those portions of the building affected by this work before submitting proposals, so as to become familiar with the existing conditions and difficulties that will affect the execution of the work. Submission of a proposal will be construed as evidence that such examination has been made.

a. GENERAL NOTES:

i. DEMOLITION: The contractor shall remove and dispose of all necessary items in the following order to accommodate new construction:

a) Demolish and remove/cap piping, plumbing fixtures indicated as needed based on design.

b) Demolish and remove the electric water heater and domestic water piping back to the backflow preventer.

ii. NEW WORK:

a) Provide and install new schedule 40 PVC piping for the sanitary sewer line. Provide and install new vent stack piping.

b) Provide and install new schedule 40 CPVC piping and insulation for the domestic cold and hot water piping. Connect this new piping to backflow preventer.

c) Provide and install a new electric water heater with an expansion tank.

Pipe the drain pan to the mechanical room floor drain.

d) Provide and install plumbing fixtures.

4. MECHANICAL: The contractor is responsible for constructing and installing all required equipment and materials in accordance with the following codes and standards:

Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements UFC 1-200-02, High Performance and Sustainable Building Requirements, with

Change 01, 1 October 2017 UFC 3-410-01, Heating Ventilating and Air Conditioning Systems, with Change 4

(November 1, 2017) UFC 3-420-01 Plumbing Systems, including Change 10, October 26, 2015 UFC 3-600-01, Design: Fire Protection Engineering for Facilities, Change 2, 25

March 2018 UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, with

Change 1, dated 1 October 2013 AFI91-203 Air Force Instruction

All specifications stated below are in addition to all of the above mentioned design criteria. When ambiguities or inconsistencies arise between Department of Defense (DOD), U.S. Air Force Regulations, and Civilian Codes/Standards, IBC, ASHRAE, etc. the U.S. Air Force Regulations shall govern. In the event that certain areas of design are not specifically addressed by the U.S. Air Force Regulations, the most

FA460822R0001

conservative design requirements as defined by applicable codes or association standards and as determined by Government representative shall be used. Visit the existing facility and carefully examine those portions of the building affected by this work before submitting proposals, so as to become familiar with the existing conditions and difficulties that will affect the execution of the work. Submission of a proposal will be construed as evidence that such examination has been made.

Contractor shall reference the mechanical drawings for supplementary information.

The Contractor shall be responsible for the professional quality and technical accuracy of all HVAC design documents and shall ensure construction meets all requirements of the approved design. Drawings, specifications, and other design documents upon which construction is based shall be coordinated with other disciplines to ensure compatibility of all building systems.

It shall be the contractors’ responsibility to verify occupancy and heat loads for all equipment prior to commencing work. The contractor shall submit, for review and approval, building HVAC load calculations and shall demonstrate sustainable design and energy use reduction. Heat gain and loss calculations shall be, as a minimum, in accordance with the ASHRAE Handbook of Fundamentals. Computer load calculations shall be provided, and include complete input and output summaries.

Cooling equipment shall be selected to meet the calculated load operating at 99 deg F ambient.

The design of the facility systems shall make use of the latest technology to provide equipment with the highest efficiency possible to achieve compliance with EPACT 2005 without compromising maintainability. Avoid placement of HVAC equipment on top of roofs.

a. General Design Parameters

i. Standard Design Conditions:

Outside:

Summer 99 Degrees FDB Winter 32 Degrees FDB

ii. Inside-General (Occupied):

Cooling 74 Degrees FDB Heating 70 Degrees FDB

50-60% RH

iii. Telecommunication Rooms:

Cooling 70 Degrees FDB Heating 70 Degrees FDB

50% RH

iv. Filtration Rates:

MERV 13 filters per ASHRAE 52-76 with MERV-8 pre-filters Maximum 350 feet per minute face velocity Construction filters shall be provided per High Performance Sustainable Building (HPSB) requirements

v. Exhaust Rates:

FA460822R0001

Restrooms Minimum 75 cfm per fixture.

Janitor's Closets Minimum 1 CFM/Sq. Ft.

Maintain positive pressurization of building to overcome infiltration. Rate of 8% greater than exhaust volume.

vi. Mechanical rooms where air handling equipment is located and electrical rooms shall be part of the conditioned spaces.

vii. Each telecommunication room shall be designed for a sensible heat load of approximately 20 watts per square foot. Verify exact loading prior to design.

Communication rooms shall be provided with air conditioning-type units sized for the equipment load and provided with humidifier, reheat and condensate pump (if required). Provide sufficient reheat to offset the cooling sensible capacity of the unit for humidity control at low loads. Provide building air as backup.

viii. Miscellaneous Loads:

Equipment Heat Load for Office Spaces and Other Areas: Include 1.0 watts per square foot (approx.) for miscellaneous office equipment loads and 1.0 watt per square foot (approx.) lighting load.

ix. Personnel:

As indicated by architectural room descriptions and furniture layouts.

x. Outside Air Criteria:

Design facilities to comply with ASHRAE Standard 62.1 2010. The Contractor shall provide documentation describing the calculations and methodology for ventilation in accordance with ASHRAE 62.1 2010.

b. GENERAL NOTES:

i. These drawings are considered to be diagrammatic, intended to show general locations of piping, and not necessarily showing in detail or to scale all of the equipment, sizes, or exact locations.

c. DEMOLITION:

i. The contractor shall remove and dispose of all of, the following in order to accommodate new construction:

a) Demolish and remove all ductwork, dampers, thermostats, and air devices.

b) Demolish and remove the exhaust fan and exhaust ductwork.

c) Demolish and remove the air handler and all mechanical equipment in the mechanical room. Recover all refrigerant and provide recovery data to the Barksdale AFB HVAC shop.

ii. NEW WORK: Provide and install a complete mechanical system

a) Provide a complete test and balancing of the air distribution systems and final NEBB or AABC Certified Report shall be submitted for review and approval. TAB company will have a full time Mechanical Engineer on staff.

FA460822R0001

b) The test and balance work shall take place when the daytime high temperature is below 70 degrees F (winter season) and when the daytime high temperature is above 92 degrees F (summer season). The report shall include both seasons.

c) Provide and install a appropriately sized air handler(s) and condensing unit(s) with appropriate BMS/EMCS controls. Control will be 100% compatible with base legacy system (Johnson N2) without the use of black boxes or translators.

d) Provide and install the air handler condensate drains to the new mechanical room floor drain. Seal around all ductwork, refrigerant, and suction piping.

e) Provide and install a 1 ton air handler and condensing unit with a unit controller. Seal around all refrigerant and suction piping.

f) Provide and install a new HVAC emergency shutdown button (shelter in place) in accordance with UFC 4-010-01. The button should shut off all air handlers and exhaust fans and close all motorized dampers within 30 seconds.

g) Provide and install a new building control unit located in secure mechanical room.

5. ELECTRICAL: The contractor is responsible to construct and install all required equipment and materials in accordance and listed within the latest version of:

a. UFC 3-501-01.

b. UFC 3-520-01.

c. UFC 3-530-01.

d. UFC 3-550-01.

e. UFC 3-580-01

f. UFC 3-600-01

g. Current Barksdale Standards.

h. In addition to above, contractor shall cite industrial or commercial codes observed during design. (NFPA, NESC, et cetera.)

i. When ambiguities or inconsistencies arise between DOD, U.S. Air Force Regulations, and Civilian Codes/Standards, the U.S. Air Force Regulations shall govern.

j. In the event that certain areas of design are not specifically addressed by the U.S.

Air Force Regulations, the most conservative design requirements as defined by applicable industrial codes or association standards shall be used.

k. Code interpretations during construction shall be signed off on by a government representative.

FA460822R0001

l. Visit the existing facility and carefully examine those portions of the building affected by this work before submitting proposals, so as to become familiar with the existing conditions and difficulties that will affect the execution of the work.

m. Submission of a proposal will be construed as evidence that such examination has been made. During the times that the fire alarm system will be rendered non-functional in any manner, an approved/certified fire watch will be provided coordinated with the user and the inspector prior to shut down in accordance with any requirements of the Fire Marshal. The fire watch will be maintained during the times any part of the building is occupied.

i. DEMOLITION:

a) Remove all Electrical Receptacles, Safety Switches, and associated conductors back to panel board as indicated on drawings.

b) Remove all Light Fixtures, switches, and associated conductors and raceway back to panel board as indicated on drawings.

ii. NEW WORK:

a) Install New Light Fixtures, Switches, Receptacles, and Power Distribution Equipment IAW User needs.

b) Electrical Contactor shall coordinate all drywall patching as required prior to final painting of walls. Walls may need to be opened up to run circuitry for Receptacles and Data Drops on the interior side of exterior walls.

Contractor should take special note for work required to meet new electrical construction of this area.

6. FIRE ALARM:

i. DEMOLITION:

a) Remove existing Fire Alarm Control Panel, Fire Alarm Notification Appliances, Fire Alarm Detection Devices, wiring, and Monoco Panel as indicated on drawings.

ii. NEW WORK:

a) Install new Fire Alarm Mass Notification Control Panel.

b) Install new Fire Alarm Local Indication Panel.

c) Install new Fire Alarm Mass Notification dual colored Speaker Strobes.

d) Install new Pull Stations and Detection devices.

FA460822R0001

e) Submit Fire Alarm Drawings signed and sealed by a Fire Alarm Engineer with a Bill of Material for Fire Mass Notification Equipment selected including Control Panel, LOC Panel, Devices, Wiring, Floorplan, Battery Calculations, and all other info required by NFPA 72 and UFC3-600-2.

7. COMMUNICATIONS SYSTEMS

i. DEMOLITION:

a) Remove existing Comm Jacks as needed.

b) Remove Comm. Wiring indicated as needed.

ii. NEW WORK:

a) Install new Comm Jacks and Wiring IAW User needs.

b) Move existing comm/telecom equipment to new location and upgrade as necessary in accordance with Barksdale Comm Standards.

III. PROJECT COORDINATION

A. GENERAL COORDINATION:

1. All construction shall be properly coordinated to minimize disruptions.

2. No work shall take place on site until the AF Form 103 Work Clearance Permit and other applicable submittals are approved.

3. For construction requiring permits, work shall not commence until all permits are secured and provided to the Environmental Flight. For project involving the installation of drinking water and sanitary sewer utilities and their associated facility lines/fixtures, use of the newly constructed system shall be prohibited until approved by the regulatory agency. The only exception is for testing purposes.

B. SURVEY MONUMENTS:

Any survey monuments damaged or removed as a part of this construction shall be replaced by the Contractor at no additional expense to the Government. A map showing the locations of the documented monuments is available from CES.

C. MATERIALS:

All materials and equipment shall be new and free of defects and/or damage from handling, storage or installation.

D. HAZARDOUS MATERIALS:

The contractor shall submit a list of all hazardous materials to 2CES Environmental. All lists/forms shall be submitted electronically in PDF format. The use of any Class I Ozone Depleting Substances (ODSs) is prohibited. No HAZMAT items are to be left on site at the completion of the project.

FA460822R0001

E. GREEN PROCUREMENT:

Federal/ Environmental Protection Agency (EPA) Green Procurement guidelines must be followed. Products shall comply with requirements set by the EPA Comprehensive Procurement Guidelines list, the United States Department of Agriculture (USDA) Bio-preferred Program, Department of Energy Federal Energy Management Program (Energy Star, standby power, water efficiency), EPA Significant New Alternatives Program (SNAP), and EPA Priority Chemicals (PROACT). Contractor shall complete and submit a Green Procurement Determination Form (Appendix G) to identify products that are subject to these purchasing requirements and/or claim an exemption from the requirement if appropriate.

F. ENVIRONMENTAL REQUIREMENTS:

1. Environmental Management System (EMS):

a. All on-site contractor personnel, and their subcontractor personnel, performing tasks that have the potential to impact the environmental shall have sufficient awareness and experience to realize potential environmental concerns and act accordingly to reduce potential for environmental impacts. In addition, the Contractor shall provide monitoring and measurement information as identified in the Environmental tab of the AF Form 66, "Schedule of Material Submittals" that address performance relative to environmental, energy and transportation management goals. The Contractor may contact the 2 CES/CEIE Environmental Flight for additional information regarding environmental management and reporting requirements.

2. Non-Hazardous Waste Disposal Reporting:

a. Contractor shall report non-hazardous solid waste to 2CES/CEIE in accordance with the “Environmental Requirements for Contractors Working on Barksdale Air Force Base” guide.

3. Asbestos Containing Material (ACM) and Lead Based Paint (LBP) Information:

a. A visual inspection was performed and no suspect materials were identified.

b. Suspect building components and materials commonly known to contain asbestos and lead-based paint (as defined by the EPA) shall be removed and disposed of in accordance with Environmental Protection Agency (EPA), Louisiana Department of Environmental Protection (LDEP) and Occupational Safety and Health Administration (OSHA) regulations by appropriately licensed and certified workers.

c. In the event that suspect asbestos and or lead-based paint that was not visually accessible prior to start of work is encountered during renovation or demolition activity the contractor will cease all work that may disturb the suspect materials and contact the project contracting officer. If the suspect material is confirmed to contain asbestos or lead-based paint, the following steps shall occur.

d. Asbestos Abatement Work Plan – The plan shall be completed by a qualified State of Louisiana licensed asbestos consultant firm.

FA460822R0001

e. The contractor shall submit an abatement work plan through base contracting (2Cons) for Barksdale AFB Civil Engineer Squadron (2 CES) review and approval 10 days prior to removal activity.

f. Pursuant to 40 CFR 61.145(b) the contractor will notify the necessary state/local entities 10 working days prior to the beginning of any demolition activities involving the disturbance of asbestos containing materials and will be responsible for any fees required therein. A copy of the completed forms will also be submitted to 2 CES within the same timeframe for review and record keeping.

g. Asbestos Abatement – The Contractor shall hire a Louisiana State licensed and certified asbestos consultant to remove and dispose of the asbestos-containing building material (ACBM) in accordance with federal, state and local regulations..

h. Asbestos Abatement Monitoring – The Contractor shall hire a third party, independent consulting firm to perform environmental monitoring services during the abatement work.

i. Contractor shall provide 2CES copies of all surveys and abatement records

G. UTILITY COORDINATION:

1. Water:

a. The Contractor shall note the Utility Operator for water and wastewater systems is Barksdale AFB, 2CES/CEOI.

b. The Contractor shall be responsible for coordination of construction activities with the 2CES/CEOI.

c. The Contractor shall be responsible for coordinating water system connections, terminations and inspections with 2CES/CEOI.

H. SITE AVAILABILITY AND ACCESS

1. Project area(s) will be available for contract work between 7:30 A.M. (0730) and 4:30 P.M. (1630) on Monday through Friday (excluding Federal holidays).

2. After hours and weekend/holiday work may be required. All work outside of the normal hours must be coordinated through 2Cons at least a week in advance, so that it can be approved by 2CES Project Engineer.

IV. SUBMITTALS

A. The remaining design phases to be scheduled with the following considerations:

1. Contractor shall provide a 35% design in accordance with Design Requirements.

Allow 18 calendar days for Government review of the 35% design submittal. Upon completion of Government review of the 35% design, the Government will provide copies of their preliminary comments to the contractor.

2. Upon receipt of the 35% design, Contractor shall coordinate with CE to schedule a 65% design review conference at Barksdale AFB. Contractor shall be responsible for

FA460822R0001

providing meeting minutes within five calendar days.

3. Upon Government approval of the 35% Design, Contractor shall provide the 65% Design Submittal in accordance with Design Requirements.

4. Contractor shall provide a 65% design in accordance with Design Requirements.

Allow 18 calendar days for Government review of the 65% design submittal. Upon completion of Government review of the 65% design, the Government will provide copies of their preliminary comments to the contractor.

5. Upon receipt of the 65% design, Contractor shall coordinate with CE to schedule a 65% design review conference at Barksdale AFB. Contractor shall be responsible for providing meeting minutes within five calendar days.

6. Upon Government approval of the 65% Design, Contractor shall provide the 95% Design Submittal in accordance with Design Requirements.

7. Contractor shall provide a 95% design in accordance with Design Requirements.

Allow 18 calendar days for Government review of the 95% design submittal. Upon completion of Government review of the 95% design, the Government will provide copies of their preliminary comments to the contractor.

8. Upon receipt of the 95% design, Contractor shall coordinate with CE to schedule a 95% design review conference at Barksdale AFB. Contractor shall be responsible for providing meeting minutes.

9. Upon Government approval of the 95% Design, Contractor shall provide the 100% Design Submittal in accordance with Design Requirements.

10. The 100% final design must be signed and sealed by a registered Professional Engineer/Architect.

11. During any submittal phase a design is incomplete or found to be deficient the submittal will be disapproved and shall be re-submitted by the contractor without additional time.

B. Minimum Requirements for Drawing Submittals:

1. All drawings shall be in accordance with current Tri-Service Standards (Architect/Engineer/Construction CADD Standards, ERDC/ITL TR-09-2).

2. A PDF format shall be submitted in addition to CAD format (AutoCAD 2018 or earlier). Most image formats will be accepted (e.g., TIFF, JPG).

3. The minimum page size shall be the page size of the documents (i.e., 11” x 17” page sizes shall be scanned at 11” x 17”, 22” x 34” page sizes should be scanned at 22” x 34”).

4. The minimum resolution for the deliverables (i.e., PDFs, TIFs, and JPGs) shall be 300 dpi.

C. COLOR BINDER SUBMITTAL

1. Color Binder is defined as the project’s interior and exterior finishes presented in a binder, or set of binders, and as outlined below.

FA460822R0001

2. The creation of the Color Binder will require a Color Binder Meeting scheduled by the Contractor within 10 days of the 65% design meeting.

3. Any color selection changes after submission of the Color Binder must be resubmitted.

Individual pages may be submitted for substitution in the binder. Substituted pages must be clearly marked with the revision date, phase %, and project title and number.

4. In addition to the physical Color Binder submission, the Contractor shall include in the AF Form 3000 submission a scanned copy of the Color Binder in its entirety with the material’s manufacturer, color name, color style/number, and identifier which correlates to the Finish Schedule. All information must be legible and in color.

Monochrome scans will not be accepted.

5. Color Binder

a. Submit SID information and samples in separate three ring binders with pockets on the inside of the covers. When samples are numerous or thick, use more than one binder. Large D-ring binders are preferred to O-ring binders. Fold out items must have a maximum spread of 25 1/2”. Finish binders must be in 8 1/2” x 11” format and sturdy enough to support samples. Use page protectors that are strong enough to keep pages from tearing out. Anchor large or heavy samples with mechanical fasteners, Velcro, or double-faced foam tape rather than rubber cement or glue. Label finish samples with the material codes used in the contract documents.

b. Samples must be labeled with the finish code so they can be identified independently if removed from the binder.

c. Material and finish samples must indicate true pattern, color and texture.

Photographs or colored photocopies of materials or fabrics to show large overall patterns are required in conjunction with actual samples to show the actual colors.

Finish samples must be large enough to show a complete pattern or design where practical. For example, if the specified carpet has a large pattern, provide a color photograph showing the overall pattern in addition to the carpet sample with representative colors.

d. Each binder must be labeled on the outside spine and front cover with the following information: Phase %, Date, A-E firm, Project Title and Number, Location and Volume number. Include the Color Schedule or the Room Finish Schedule and Finish Color Schedule from the drawings. The contractor must coordinate the binder format with the installation design guides where applicable.

.Five Percent (5%) of the Contract Value will be withheld as a final payment until all project deliverables such as As-Built Drawings, GIS Data, Final 1354, O&M Manuals, and Training Material are submitted to and accepted by the Government.

D. All material submittals shall be submitted and approved as part of the Phase I, Design Phase in accordance with the AF Form 66 that will be developed during design.

E. Upon receipt of each material submittal the Government has 10 calendar days to review and respond. The Contractor owns burden of managing project time and of soliciting material submittal approval in accordance with project schedule needs.

FA460822R0001

F. All submittals shall be in both PDF format and two hard copies.

G. Each AF Form 3000 shall be numbered sequentially in the “SUBMISSION” block (e.g. 1 for first submittal, 2 for second, etc.). Ensure each item listed on the AF Form 3000 uses the same alpha-numeric identifier defined on the AF Form 66 for that particular item.

When providing digital files, use the following naming convention: Project Number -submittal number-AF 66 Item Number”. For example, the second submittal for project 11-0001 AF 66 Item Number G3 Progress Schedule submittal would be named: “11- 0001-Sub2-G3”. If a re-submittal is required, the new file name would add an R1 (for the first re-submittal), R2 (for the second), etc. For example, the first re-submittal for an item disapproved from the above example would be named: “11-0001-Sub2R1-G3”.

H. DD Form 1354 Submittal

1. Completion of DD Forms 1354 shall be in accordance with UFC 1-300-08, Criteria for Transfer and Acceptance of DoD Real Property. The 2016 AFCEC/CIT Real Property Category Codes book will identify all new capital assets (Category Codes) to be used in the DD Form 1354. The most current SAF-MIL(A)7115 for Barksdale AFB identifies current capital assets (Category Codes) being renovated or repaired to be used in the DD Form 1354. Instructions for completing the DD Form 1354 are included on the DD Form 1354 and UFC 1-300-08.

2. Three DD Form 1354s are required:

a. The Draft DD Form 1354 is required at the 95% Design submittal.

b. The Interim DD Form 1354 is due upon request for Pre-Final Inspection. The interim shall also include any change from the draft such as addition or removal of assets due to contract modification and/or addition.

c. The Final DD Form 1354 is due with contract close out documents within 30 days of construction completion when all incurred costs have been finalized and must reflect an accurate representation of project capital assets (Note: Demolition work is often overlooked, but must be included with the DD Form 1354).

I. SUBMITTAL DESCRIPTIONS:

Table 1:

SUBMITTAL DESCRIPTION Quantity

35/65% DESIGN

Drawings 11” x 17” (Paper) 4

PDFs of Drawings (CD) 1

CAD Drawings (CD) 1

Detailed Site Survey Signed / Sealed by Registered Surveyor

(PDF) 1

Design Analysis and Specifications (PDF) 1

All permit applications, supporting documentation and 1

FA460822R0001

subsequent submittals (Paper and Electronic)

Color Binders (Paper and Samples) 3

95% DESIGN

Drawings 11” x 17” (Paper) 4

PDFs of Drawings (CD) 1

CAD Drawings (CD) 1

Approved permits (including responses to regulator comments) (Paper and PDF) 1

Design Analysis and Specifications (PDF) 1

100% DESIGN

Drawings 11” x 17”- signed and sealed by registered Engineer/Architect 2

PDFs of Drawings (CD) 1

CAD Drawings (CD) 1

Design Analysis and Specifications (CD) 1

Material Submittals (PDF) 1

CONSTRUCTION TESTING/MATERIALS

Test results for all equipment/materials 1

Residual materials, if any (Paper and PDF) 1

AS-BUILTS

Survey and/or Design (PDF and paper – full sized) 1

PDFs of Contractor Red-Lined Drawings (CD) 1

CAD Drawings (CD) 1

PDFs of Drawings (CD) 1

GIS Data (CD) 1

ENVIRONMENTAL PERMIT CLOSE-OUT

Permit Construction Completion Certification(s) (Paper and

PDF) 1

V. SOW APPENDICES

Appendix A: 1A-15% Design Documents

Appendix B: 15% Base Comments

FA460822R0001

Appendix C: AF Form 3052 Cost Estimate

Appendix C: Barksdale Standards

Appendix E: 2020 Environmental Requirements for Contractors Working on Barksdale Air Force Base

Appendix F: Burn Permit AF592

Appendix G: Digging Permit AF103

Appendix H: 2CS Checklist

Appendix I: Base Pass Form

FA460822R0001