Atch__29__UHHZ_160082_Rpr_Upgrd_Locker_Room_Bldg_149_Statement_of_Work_01NOV2016.pdf

UHHZ160082 CEMACC SOW –01 NOV 2016

CEMACC IDIQ STATEMENT OF WORK

PROJECT DESCRIPTION FOR

UHHZ 160082, Repair/Upgrade Existing Locker Room in Bldg. 149

INDEX

1. General

2. Description of Work

3. Continued Occupancy

4. Detailed Technical Considerations

5. Documentation Requirements

6. Phases of Design

7. Design Schedule

8. Meetings Requiring Attendance

9. Administrative Information

1. GENERAL:

A. This Task Order (TO) is No. ____ under the CEMACC Indefinite Delivery Indefinite Quantity (IDIQ) project referenced above.

B. The following critical items are contained in the Basic CEMACC IDIQ SOW:

1. Work in excess of scope

2. Proposal Evaluation Criteria

3. Design Documents and Requirements

4. Codes and Standards

2. DESCRIPTION OF WORK:

A. Background

Building 149 Addition currently serves as C-5 Aileron Shop. The Addition (approximately 3,750 SF) was added in 2007. The Aileron Shop Addition is used to perform Program Depot Maintenance on C-5 Ailerons.

B. Design-Build Team AE Service Requirements

1. For the initial CEMACC submittal package, provide a complete 10% concept design package to include Site Plan showing all new utility tie-ins, Demolition Floor Plan, New Work Floor Plan, Mechanical Floor Plan showing new HVAC units (sizes, location) and associated single line ductwork, Specification Table of Contents to include 10% edited Robins Division 1specifications and all UFGS Specification Divisions for this project, 10% AE Design Analysis, and AF Forms 3052 showing all Divisions with associated major component line items, Form 3064 Progress Schedule completely filled out for all construction activities through contract close out, a complete Schedule of Values showing all Specification Divisions with accompanying line items, and Form 66 Submittal Register showing all submittals required for project through contract close out. Typically, the initial design package may require multiple on-site visits; however, if additional on-site visits are necessary to complete project design requirements, this will be at no additional cost to the government after contract award. As a part of the award, the successful Offeror will be required to complete the Design to 100% including corrected final Drawings, Specifications, AF Forms, and Design Analysis.

AFTER CONTRACT AWARD

2. Provide a complete 60% design package (60% Drawings, 60% edited Robins Division 1 and UFGS Specifications, 60% Design Analysis, and AF Forms).

3. Provide a complete 100% design package (100% Drawings, 100% Robins Division 1 and UFGS Specifications, 100% Design Analysis, and AF Forms) to add new 45” wide x 18” deep lockers, 4” concrete curbs for new lockers to sit on, ADA compliant stainless steel sinks with gooseneck faucet and wrist blade handles, connection to existing Sanitary lines along Robins Parkway on West side of Bldg 149 Addition or option to tie into existing lift station on Northeast corner of Bldg 149 for new sinks (directional boring for new sewer connection is an option), CMU walls, hollow metal doors with half wire glass and welded door frames, mortised locksets and closers for new doors, 5/8” gypsum board ceiling, 2’ x 2’ x ¾” tegular edge acoustical ceiling tile with 15/16” grid in new Storage Room, HVAC for interior space and Maintenance Bay, emergency wall lights, 2’ X 4’ 3-lamp T8 interior lights on motion sensor surface mounted and ceiling grid mounted, exit signs with battery back-up, fire alarm and mass notification devices, 5’-0” x 5’-0” exterior concrete pad at new exterior door, 5’-0” x 5’-0”exterior prefinished metal canopy above new exterior door, rework of existing sprinkler heads to accommodate new interior wall layout, new sprinkler heads and sprinkler piping, metal conduit, copper electrical wire, fasteners, etc. Survey Building 149 for electrical power, structural support, and utilities to help design the new HVAC systems and utility connections.

a. New HVAC system to provide cooling for existing North Maintenance Bay, Wet Respirator Cleaning Room, Locker Room, and Storage Room with 5 occupants. The condition of the space shall be as follows:

b. Cooling indoor set point shall be 78 F DB for summer.

c. Humidification and supplemental dehumidification will be required.

d. Existing gas fired infrared heaters to remain. Avoid locating new HVAC unit near existing gas fired infrared heaters.

e. If it is determined that new HVAC unit can be mounted to existing roof structure and not void existing warranty, design and modify roof beams/purlins to support the weight of the new suspended HVAC unit and associated components.

f. Provide new steel angle support for new unit if determined that interior mounting is possible and if determined that exterior mounting is required provide new steel angle support and new prefinished metal flashing to ensure a weathertight seal from water intrusion.

g. New HVAC system to provide cooling for existing D.U. Cell, Dry Respirator Cleaning Room with 2 occupants. Existing wall mounted unit does not provide required cooling.

Existing ground mounted unit to remain. The condition of the space shall be as follows:

h. Heating indoor set point shall be 70 F DB for winter.

i. Cooling indoor set point shall be 78 F DB for summer.

j. Humidification and supplemental dehumidification will be required.

k. Remove existing wall-mounted HVAC system and adjust wall opening size for new unit and provide new steel angle support for new unit size and new prefinished metal flashing to ensure a weathertight seal from water intrusion.

4. Provide a corrected final design package to include Drawings, Robins Division 1 and UFGS Specifications, Design Analysis, and AF Forms incorporating all RAFB Design Review comments.

5. Provide construction work phasing plan and schedule for the 100% drawing and specification to help coordinate Customer work schedules during Construction. Contractor will be given access to one Work Bay at a time and complete work in that Bay before moving construction renovation to the next Bay.

3. CONTINUED OCCUPANCY:

A. The drawings and specifications shall state that existing Building 149 Aileron Addition will continue in operation while this project is being constructed. This area is very congested.

B. Give special consideration to construction phasing and impact on user activities, as it pertains to heating and cooling in other areas, utility outages and reconnection of utilities.

4. DETAILED TECHNICAL CONSIDERATIONS:

A. The design shall conform to the Base Facility Standard and Air Force Instruction (AFI) 32-1023, Design and Construction Standards and Execution of Facility Construction Projects (Chapter 1).

Compliance with the Unified Facility Criteria documents (UFC) is the responsibility of the A-E.

In addition to the general project description above, follow the below detailed requirements for the various disciplines.

B. Architectural Considerations: Facilities shall be designed to conform to the Uniform Federal Disability Act and the American Disabilities Act (ADA). The GOVT recognizes that this is an Industrial Facility and compliance with all facets of the UFDA, ADAAG, and ADA will not be feasible but every effort to comply where possible shall be undertaken.

1. Interior Design Considerations: New and altered rooms/spaces should have interior finishes that are compatible with the existing building finishes. All finishes should be durable, low maintenance.

C. Civil Considerations:

1. Incorporate all civil design work necessary to adequately provide all site preparation included in the subject project. Existing Condition Site Plan(s) to show all utilities that exist onsite now and Site Demolition Plan to show all utilities that will be removed and/or relocated, and New Work Site Plan showing all utilities new piping sizes, types, connections and locations.

The Design-Build team may want to consider directional boring in lieu of open trench due to thickness of the existing Building 149 ramp area concrete thickness varies from 14” up to 17” in places. Directional boring can be done on either side of Bldg. 149.

2. Subsurface exploration shall involve electromagnetic detection and ground penetrating radar (GPR) to determine location of all exterior underground utility service lines, etc. Existing Building 149 ramp area concrete thickness varies from 14” up to 17” in places.

3. Civil drawing shall include the appropriate haul route and Contractor laydown area.

D. Structural Considerations:

1. Provide all structural design calculation required in the basic contract for the corrected final design submittal. The structural calculations shall include the following items:

a. Dead Load Break down

b. Live Load breakdown and calculation

c. Connections details for new CMU to existing concrete floor slab, new walls to existing PEMB roof purlins allowing movement of existing roofing system, framing for new door opening in existing PEMB walls and CMU walls, framing for exterior door canopy – what new framing members needed to connect to existing PEMB framing, etc.

d. Building 149 Addition is a Butler Manufacturing™ PEMB that still under warranty.

E. Mechanical Considerations:

The heating, ventilation, and air conditioning (HVAC), plumbing systems, and fire suppression system shall be as described herein and as mentioned in the description of work. Design methods for the various mechanical and plumbing materials and methods shall be in accordance with the requirements in the basic contract the current editions of the codes and specifications listed below:

ACGIH Industrial Ventilation Manual Recommended Practice

1. Direct Digital Control (DDC) shall be designed to be compatible with existing system in Building 1555.

2. When providing thermostat(s) for a local HVAC unit. Thermostat shall have a programmable automatic changeover for temperature set points (i.e. fall to winter and winter to spring seasons).

3. When providing a heat pump in the central Georgia area, heat pump shall be design with supplemental electric heat strip for heating.

4. Avoid designing roof top mechanical systems and avoid any roof penetrations.

5. All outdoor condensate pipe and drainage system design shall be directed away from high pedestrian traffic areas.

6. Add 5%-10% safety factor to heating and cooling load calculations, if necessary, based on the size of the facility floor plan layout and energy efficiency ratings. Provide all HVAC calculations in the 100% design analysis manual.

7. Mechanical system design shall conform to OSHA, EPA, and all local, State and Federal codes and regulations.

8. Selection of mechanical system shall include report of life cycle cost analysis, and a minimum of 3 years of proven successful system performance and outstanding system ratings.

F. Electrical Considerations:

1. Specific considerations for this project include, but are not limited to the following:

a. Look at loading of the main transformer. If not sufficient for the new total load, replace it and the main switchboard.

b. In so far as possible, design new work area utility systems as extension of the existing systems.

c. If possible, extend fire alarm into the new work area as an extension from the existing Building 149 Aileron Addition; if not new fire alarm system may be a stand-alone system within existing Building 149 Aileron Addition.

G. Environmental Considerations: The Building 149 is located within the contaminated plume of the RAFB Industrial Area. Based on original Building 149 Aileron Addition, the contaminated plume is located approximately (13’-0”) thirteen feet below existing grade. New utility connections are not anticipated to be within the contaminated plume vertical depth.

5. DOCUMENTATION REQUIREMENTS: Follow the Procedural Guide strictly, except as listed below.

A. The existing Building 149 Aileron Addition does have some previous design on CADD that would aid in drawing this project. Electronic files, photographs, and sketch floor plan showing proposed layout will be provided in preparation of the initial 10% concept package documents.

6. PHASES OF DESIGN: The Basic CEMACC IDIQ SOW has detailed listings of what is required to be included and considered in each phase of the design. This particular project will have a 10% Design Concept Phase I Initial submittal requirement.

A. Phase I Initial Submittal (10% Concept Design package) – Required.

B. Phase II Preliminary Design (60% Complete Design package and Meeting) – Required upon contract award.

C. Phase III Final Design (100% Complete Design package and Meeting) – Required upon contract award.

D. Phase IV Corrected Final Design (100% Corrected Final Design Drawings, Specifications, Design Analysis package) – Required upon contract award.

7. DESIGN SCHEDULE:

A. Deliverables: Deliver the drawings, specifications, design analysis, and AF Forms as called for in the schedule noted below.

B. Schedule Changes: This schedule can later be amended by mutual agreement of the parties. Such amended schedule shall become contractually binding only after incorporation into the contract via bilateral contract modification.

1. Phase I of Task Order: Required.

Submit 10% concept design package to include Site Plan showing all new utility tie-ins, Demolition Floor Plan, New Work Floor Plan, Mechanical Floor Plan showing new HVAC units (sizes, location) and associated single line ductwork, 10% Specification Table of Contents to include 10% edited Robins Division 1specifications and all UFGS Specification Divisions for this project, 10% AE Design Analysis, and AF Forms 3052 showing all Divisions with associated major component line items, Form 3064 Progress Schedule completely filled out for all construction activities through contract close out, a complete Schedule of Values showing all Specification Divisions with accompanying line items, and Form 66 Submittal Register showing all submittals required for project through contract close out. NOTE: The successful Offeror will have to complete the Design documents (drawings, specifications, design analysis, AF Forms, etc.) to the 100% level upon award of contract.

2. Phase II of the Task Order: Meeting and Submittal Required upon contract award.

Submit 60% design package (60) calendar days after reference date.

a. Provide utility subsurface investigation (Ground Penetrating Radar (GPR));

“potholing uses compressed air only in unpaved area” to determine vertical depth of existing utility.

b. Provide 60% design drawings identifying in 2. Description of Work above.

Drawings will be a continuation of 10% concept submittal completed to the 60% design level.

c. Provide specifications consisting of 60% RAFB Division 1 specs, 60% UFGS specifications, utility subsurface investigation results, AF Forms filled out, 60% design analysis and any other pertinent information upon which to provide a complete design.

d. The 60% submittal review conference will be in the 78th Civil Engineer’s Office with the CEMACC IDIQ Team (67) calendar days after reference date. Written review comments will be provided at or within (65) calendar days after the reference date. Design-Build Team to submit meeting minutes (72) days after the reference date.

3. Phase III of Task Order – Meeting and 100% Design Submittal Required upon contract award.

a. Submit 100% final design package (105) calendar days after award date. After review and approval of Phase II design package, prepare a final design based on the approved concept, and Phase II design packages. This work shall include 100% final drawings, specifications, AF Forms, Design Analysis, and original tracing of cover sheet with signature blocks. Include the following AF Forms: ODS statement, GPP forms, AF Form 3052, AF Forms 3064 and 3065, Burning Permit (Form 2519), AF Form 66 Submittal Register, Liquidated Damages (LD), etc. The 100% final submittal with the CEMACC IDIQ Team will be reviewed in conference at the Office of the 78th Civil Engineer Group, Robins AFB, GA. (115) calendar days after award date. Written review comments will be provided at or within (113) calendar days after the award date.

4. Phase IV of Delivery Order – Submittal Required upon contract award.

a. After review and approval of the 100% final design package, prepare and submit the corrected final design package. The corrected final design package shall include corrected final drawings, corrected final specifications, and corrected final design analysis. Additionly, provide a CD/DVD ROM containing the corrected final design package (.dwg and .pdf files in appropriately labeled folders) with each of the above areas in separate folders. Submit corrected final design package (135) calendar days after award date. Submittals shall include Architect/Engineer stamped drawings, specifications, and design analysis. In additional, submit all required forms such as welding, Ozone depletion, submittal register, info contract clause, etc.

8. MEETINGS REQUIRING ATTENDANCE: Have appropriate representatives in attendance at the following events upon contract award:

A. Phase II 60% Task Order Meeting Conference B. Phase III 100% Task Order Meeting Conference

9. ADMINISTRATIVE INFORMATION

A. Contract Administration Authority

1. Authority: The Contracting Officer in Base Operational Contracting, AFSC/PZIOC, is responsible for the administration of this contract. The Contracting Officer has designated the Office of the 78th Civil Engineer as the design and technical surveillance representative for this contract.

B. Design Fee Payments

1. When to Bill: Do not bill for any design work until each phase has been completed.

2. Decision: The Base Project Manager will decide whether each stage has been accomplished satisfactorily.

3. Fee payment guidelines: These are for the design portion of the contract without phasing:

Phase II Design Review Conference Met 60% of design contract cost Submittals required are all site surveys work including land surveying, ground penetrating radar, “potholing”, coordination with CE Dig Permit personnel for marking and locating all utilities within survey boundary, field investigation of all existing conditions, 60% Civil General Notes Sheet, 60% Site Plan showing all existing conditions, 60% Demo Site Plan, 60% New Work Site Plan showing all utility tie-ins, 60% Architectural General Notes Sheet, 60% Architectural Demolition Floor Plan, 60% Architectural Floor Plan, 60% CMU Wall Section, 60% Door and Finish Schedules, 60% miscellaneous Architectural Details Sheet, 60% General Structural Notes Sheet, 60% miscellaneous structural details, 60% Plumbing Plan, 60% General Plumbing Notes Sheet, 60% Plumbing Details, 60% General Mechanical Notes Sheet, 60% Mechanical HVAC Plan, 60% Mechanical Details Sheet, 60% Electrical General Notes Sheet, 60% Power Plan, 60% Lighting Plan, 60% Fire Alarm and Mass Notification Plan, 60% Electrical Details Sheet, 60% Robins Division 1 and UFGS Specifications including complete Table of Contents, and 60% Design Analysis.

Billing – (60% of total Design contract value)

Phase III 100% Final Conference Met 95% of contract cost Submittals required are comments incorporated from 60% Design Review meeting, 100% Civil General Notes Sheet, 100% Site Plan showing all existing conditions, 100% Demo Site Plan, 100% New Work Site Plan showing all utility tie-ins, 100& Construction Work Phasing Plan and Schedule, 100% Architectural General Notes Sheet, 100% Architectural Demolition Floor Plan, 100% Architectural Floor Plan, 100% CMU Wall Section, 100% Door and Finish Schedules, 100% miscellaneous Architectural Details Sheet, 100% General Structural Notes Sheet, 100% miscellaneous structural details, 100% General Plumbing Notes Sheet, 100% Plumbing Plan, 100% Plumbing Details, 100% General Mechanical Notes Sheet, 100% Mechanical HVAC Plan, 100% Mechanical Details Sheet, 100% Electrical General Notes Sheet, 100% Power Plan, 100% Lighting Plan, 100% Fire Alarm and Mass Notification Plan, 100% Electrical Details Sheet, 100% Robins Division 1 and UFGS Specifications including complete Table of Contents, and 100% Design Analysis.

Billing – (95% of total Design contract value – previously billed invoices)

Phase IV Corrected Final Submittal 100% of contract cost Submittals required are comments incorporated from 100% Design Review meeting, Corrected Final Civil General Notes Sheet, Corrected Final Site Plan showing all existing conditions, Corrected Final Demo Site Plan, Corrected Final New Work Site Plan showing all utility tie-ins, Corrected Final Architectural General Notes Sheet, Corrected Final Architectural Floor Plan, Corrected Final CMU Wall Section, Corrected Final Door and Finish Schedules, Corrected Final miscellaneous Architectural Details Sheet, Corrected Final General Structural Notes Sheet, Corrected Final Structural Framing Plan, Corrected Final miscellaneous structural details, Corrected Final Plumbing Plan, Corrected Final General Plumbing Notes Sheet, Corrected Final Plumbing Details, Corrected Final General Mechanical Notes Sheet, Corrected Final Mechanical HVAC Plan, Corrected Final Mechanical Details Sheet, Corrected Final Electrical General Notes Sheet, Corrected Final Power Plan, Corrected Final Lighting Plan, Corrected Final Fire Alarm and Mass Notification Plan, Corrected Final Electrical Details Sheet, Corrected Final Robins Division 1 and UFGS Specifications, and Corrected Final Design Analysis. Corrected Final CAD files on CD/DVD ROM, electronic documents, hardcopy documents verified by Base as correct after Corrected Final signed by Design Flight Chief and others.

Billing – (100% of total Design contract value – previously billed invoices)

C. Channels for Obtaining Information

1. Point of Contact: The Office of the 78th Civil Engineer will appoint a Base Project Manager for this work. The Base Project Manager will provide technical support to the Contracting Officer and serves as the primary point of contact for the Design-Build Team on all technical matters, and all work performed by the CEMACC IDIQ Team on base will be coordinated with the Base Project Manager.

2. Coordination of Work: Except as specified herein, all requests for information necessary to do this work shall be made to the Contracting Office and Base Project Manager or his supervisor. The CEMACC IDIQ Team shall maintain at all times close liaison with that office by appropriate means to assure maximum coordination of the work.

3. User Personnel Contact: At no time are user personnel authorized to provide design or construction criteria or information directly to the contractor's design firm and construction crew.

4. Government Furnished Information: The Office of the 78th Civil Engineer will furnish applicable data, drawings, and information as available for the described work. These may not be complete or fully accurate. The CEMACC IDIQ Team will be responsible for verifying all existing data as required for the design.

PARTIAL SITE PLAN SHOWING EXISTING SANITARY SEWER LOCATIONS

NOT TO SCALE

Lift Station on Northeast corner B149

Sanitary Sewer line West side B149

Bldg 149 Addition

Bldg 149

NORTH

NOT TO SCALE

5’-0”

5’-0”

FIELD

VERIFY

FIELD

VERIFY

<<<<< END OF CEMACC IDIQ STATEMENT OF WORK >>>>

F. Electrical Considerations: