SOW B3010 Latrine Addition 12 NOV 19-REVISED.pdf

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REQUEST FOR PROPOSAL #1

BLDG. 3010 Latrine Annex Building

SCOPE OF WORK

01 NOV. 2019

SCOPE OF WORK

For REQUEST FOR PROPOSAL #1

CONSTRUCT LATRINE ANNEX ADDITION TO BUILDING 3010

SAND HILL, FORT BENNING, GA

Task order: Date of Issue:

Drawing and Specifications Located: as listed and advertised in the solicitation.

Closing Date/Time:

The Contractor shall provide detailed cost proposal for all work to

MICC/DOC.

This scope of work (SOW) is a request for a cost proposal only until such time a contract is executed. A notice to proceed with the design and work shall be issued once the proposal is accepted by the Government.

PREFACE

The subject of this Request for Proposal #1 (RFP #1) is for the construction of a latrine annex addition to the existing building 3010 occupied by the 30th Adjutant Generals (30 AG) Battalion’s reception center for orientation of civilian volunteers and trainee soldier for the U.S. Army. The proposal shall include the design completion and the construction of the addition with miscellaneous modifications and upgrades as described in the bid documents.

Work performed on the building shall be for use as a soldier trainee reception facility. The contractor shall perform all work to include all scheduling, construction and design to complete the work. The contractor shall provide schedules, drawings, submittals, material, labor and supervision for a complete and useable facility addition. This SOW shall be used to provide a cost proposal, modifications and annex addition to the existing building with his/her detailed cost proposal, construction schedule, construction and completed design submittals to be approved by DPW-Engineering Fort Benning.

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SCOPE OF WORK

PROJECT TITLE: New Latrine Annex for Building 3010 - RFP #1 for 30th AG., Sand Hill, Fort Benning, Georgia.

PROJECT NUMBER: TBD

DRAWING FILE NUMBER: 44054 .

PART I. PROJECT BID PROPOSAL

1. Project Schedule:

1.1. Contractors’ Project Walk: TBD .

1.2. Proposal Due: TBD .

1.3. Award Date: TBD .

1.4. Contract Start Date: TBD .

1.5. Contract Period 180 days .

1.5.1. Project Start: NTP

1.5.2. Design Start: NTP + 2 days

1.5.3. New Structural Work and Demolition old work; Design package:

Due date = NTP + 12 days; Government review period 7 days.

1.5.4. 100% Design Submittal: Due Date = Design Start Plus 18 days

1.5.5. Government Review, 7 days.

1.5.6. Demolition Begins: demolition plan submittal approval NTP+10 days

1.5.6.1. Government Review, 7 days.

1.5.7. 100% design comments response: Government Review delivery + 10 days

1.5.8. New Construction Start;

1.5.8.1. With the compressed construction schedule, the above schedule may overlap for accelerated construction and submittal review.

1.5.8.2. Demolition may begin once the demolition plan is approved.

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1.5.8.3. The foundation work shall begin on receipt of the

Government approved structural plans.

1.5.8.4. Fabrication of the roof truss may begin on receipt of approved shop drawings.

1.6. Total period of performance 180 days.

1.7. Construction Completion Date: TBD .

2. Bid Process: as shown on the MICC solicitation.

3. Document Level:

3.1. Provided to the contractor by the Government: 85% (+/-) design drawings and Scope of Work and specifications.

3.2. Documents, provided by the contractor to the government shall include but not be limited to drawings, design and specifications to a 100% level to complete the work. The documents shall include professional engineered stamped construction documents sealed by a registered Architects or Professional Engineers licensed in the state of Georgia for their area of expertise for the following:

3.2.1. Structural design

3.2.2. Civil erosion control plans and Best Management Practices (BMP) as it relates to site work

3.3. Each consultant shall have a clear understanding of the project and with the knowledge, training, experience and expertise required to complete all work described and shall support the design and documentation as required by each professional and to include all requirements listed elsewhere in this SOW.

3.4. Architectural and Engineering construction documents shall be sealed by a registered Architects or Professional Engineers as licensed in the state of Georgia.

3.5. See Part II Section 001 General Conditions and Paragraph 5 for additional requirements for documents to be provided to the Government by the contractor.

4. Bid Documents:

4.1. Scope/Statement of work

4.2. 85% Design Drawings (as listed in drawing index on drawing cover sheet)

4.3. 85% Specifications (as listed in spec table of contents)

4.4. 144R (Record of Environmental Consideration)

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SCOPE OF WORK

5. Bidding Questions:

5.1. All questions should be submitted in written form either by hand delivered hard copies, facsimile (fax) or electronic mail (e-mail). The Contracting Officer (KO) shall determine the final date for submission of questions.

6. Technical Scope of Work The work shall include, but not be limited to providing the following design, construction, project management, materials and labor to perform the following items of work:

PART II. GENERAL PROJECT REQUIREMENTS

The work shall include, but not be limited to providing the following design, construction, project management, materials and labor to perform the following items of work:

01 GENERAL CONDITIONS:

1. The Project Work and Synopsis: Work Shall be as described herein this

Scope of Work (SOW) as titled here and on the drawings and specifications prepared by The Directorate of Public Works (DPW) Fort Benning which are conveyed as a 85% design which shall be completed by the successful bidding contractor and shall not be limited to all materials, labor, supervision, engineering design completion, support services, equipment and tools required to complete the work.

1.1. The project shall consist of the construction of a new latrine annex to building 3010 at the intersection of Roush Road and 2nd Armor Division Road in Sand Hill. The building will consist of 1 (one) male latrine area which will have ADA accessibility.

1.2. The building will have a 4” thick concrete slab and its construction will be 8” CMU structure with standard brick veneer to match the existing building. The gabled roof structure will be steel and/or wood framing and the roof system will be standing seam metal. The building will have metal doors and frames, toilet accessories, interior finishes, epoxy flooring with drains, plumbing fixtures and trim, drinking fountains, heating, ventilating and air conditioning systems, electrical lighting, power cables, conduit, conductor, distribution panel(s) and equipment, with electrical breakers, sidewalks, and connections to the sewer, water, and electrical utilities.

1.3. Contractor shall be responsible to coordinate with local utility companies. The sewer lateral and domestic water piping must comply

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with the Columbus City Water Works specifications. The electrical service to the building shall be installed by Flint Energies. Electrical meter can and weather-head to be installed by the contractor. Site requires clearing and grading and backfill to level the site for the new latrine annex.

1.4. Itemized list; The Project work requirements shall be to provide for and construction of the new latrine annex, modify the building 3010 and adjacent building site and landscaping as shown on the drawings as the limit of construction.

1.4.1. Work as described in this SOW, drawings and specifications.

1.4.2. Design completion.

1.4.3. Site preparation, site improvements, clean up and repairs to provide work requirements indicated.

1.4.4. The exterior selective demolition and modification work as indicated for support of the given design for the addition and annex.

1.4.5. All work shown on the bid documents and developed by the contractor’s design architect and engineering consultants to be the designer(s) of record (DOR) for their submitted work.

2. Project Building and Site: Building 3010: The existing two story (basement) building consists of approximately 193,315 square feet of instructional and training support space. The existing construction consist of structural steel framing with exterior wall construction of either metal studs or concrete masonry unit (CMU) walls with a low slope steel bar joist framed roof. The new building will be free standing from the existing building except for a coved connecting open walkway.

3. Project Location: The work is located on Sand Hill at 5305 3rd Infantry Division Road near the intersection of 2nd Armored Division and 3rd Infantry.

Specifically, the latrine will be constructed as shown on the floor plan.

4. Statement of Work-General Execution Requirements:

4.1. Complete and Usable: The Contractor shall agree to meet the Government’s needs to make the new annex construction and modifications on the site to be a complete and usable latrine annex facility in support of the U.S. Army’s mission at Fort Benning. Contractor’s work and submittals shall include but not be limited to all materials, labor, supervision, engineering design (completion), support services, equipment and tools required to modify and add to the existing property, Page 6of [57]

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building 3010; which is to include work described on the drawings to the building and site area indicated.

4.2. Prior contract award meeting: after all proposals have been received with cost break downs, reviewed and prior to contract award the apparent low bid contractor shall meet with the DPW Engineering Branch for a pre award and project review of understanding of this Scope of Work, the bid drawings and specifications, and any bidding addendums and clarifications.

4.3. Work Requirements: The Project work requirements, in general shall be to provide:

4.3.1. Site work, preparation and protection to access the site and provide work requirements indicated.

4.3.2. The selective demolition and modifications and work as indicated for support of the work as described in this SOW for the facility under this project.

4.3.3. All new work shown on the bid documents and developed by the contractor’s design architect and engineering consultants.

4.3.4. Selective site modifications.

4.3.5. Preparation and improvements to modify and add to the existing building structure, which is to be weather-tight and structurally sound and in compliance with this SOW.

4.3.6. The contractor shall be responsible in maintaining the facility in the area of construction and the construction limits to the aspect of security and protection from damage due to fire, electrical short and weather and humidity, the growth of mold and mildew. The contractor’s responsibility shall begin with the NTP.

5. Design and Engineering Related Submittals: The Contractor shall provide to the Government for review and approval all submittals required and listed herein. A fast-track submittal process will be implemented due to the compressed construction schedule. Design and/or drafting as well as a timeline schedule for work completion shall be scheduled in the work order determined by the contractor. The timeline shall include major benchmarks and milestones for each design, submittal and construction process to provide knowledge of the project and objectives to be completed within the construction time scheduled.

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SCOPE OF WORK

5.1. Exterior Design Objectives: The Contractor shall provide a project design with exterior elevations that achieve architectural compatibility using the drawing design provided. The correct combination of materials, textures, color, roof forms, detailing, and building system shall be used to match the existing architecture.

5.2. Interior Design Objectives: Interior design for the project shall follow the SOW to emphasize durable materials and equipment that can be easily maintained and replaced. Finishes indicated under Part III Requirements paragraph of this SOW and drawings shall determine the minimum types of finishes required for each space.

5.3. Design Meetings: The Contractor shall have his design professional, project manager and superintendent available for design meetings with DPW during the design review process. All drawings and technical specifications shall be designed by a licensed design professional in the associated field.

5.4. Design Schedule: Upon the notice to proceed (NTP) the contractor shall follow the submission schedule as outlined in PART I Project Schedule.

5.5. Disapprovals: When submitted documents or disapproved the contractor shall schedule a meeting with the KO to determine a course of action to bring the contractor to align with his design and construction schedule.

5.6. (not used)

5.7. Codes and parameters (expanded under paragraph 6): The design and construction shall be in accordance with industries standards, established construction practices, and the latest revision/edition of the referenced codes and standards in the State of jurisdiction (Georgia and modified by Army UFC - USACoE). The term "Latest Revision/Edition" is defined as the version as of the project award date. The Contractor shall provide to the government for review and approval a set of deliverable engineered construction drawings for completion of the project including design and construction and timeline schedule of work completion. Drawings shall include, but are not limited to completing the drawings issued at the time of bidding.

5.8. Design Changes: Requirements stated and illustrated in this RFP are minimums. Innovative and creative proposals which meet or exceed these requirements may be considered during the design submittal reviews. The drawings provided establish project floor area requirements and spatial relationships that have been reviewed for user function and preliminary code compliance. Floor and site plans may change with Government approval to enhance design, comply with codes, incorporate options, include betterments, or support constructability

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5.9. Required Drawings by the Contractor: DOR’s Required Construction Drawings shall include, but are not limited to the following:

5.9.1. Revised Cover sheet and Drawing Index

5.9.2. Legend to notes and details

5.9.3. Site plan design with following information provided:

5.9.3.1. Existing conditions

5.9.3.2. Contour elevations to include spot elevations

5.9.3.3. New grading and positive storm water drainage from the buildings

5.9.3.4. Building and site demolition

5.9.3.5. New site construction and paving i.e. concrete walks.

5.9.3.6. Equipment and pads

5.9.3.7. Site construction details.

5.9.3.8. Erosion control, construction drive

5.9.3.9. Temporary and permanent ground cover

5.9.3.10. Limits of construction.

5.9.3.11.

5.9.4. Structural Drawings;

5.9.4.1. Foundation and masonry reinforcing

5.9.4.2. Roof framing plans.

5.9.5. Interior building elevations

5.9.6. Mechanical –

5.9.6.1. Heating Ventilating and air conditioning calculations.

5.9.6.2. Equipment and fixture schedules

5.9.7. Electrical drawing sheets

5.9.8. Support Drawings, Shop Drawing and other drawings listed in the body of this document and any issued specifications.

5.9.9. Upon completion of the work the contractor shall submit as-built drawings as describe here:

5.9.9.1. 1 (one) complete set of as-built drawings in hard copy blackline print 24”x36” and electronic digital computer aided drafting (CAD)

5.9.9.2. 1 (one) complete set of PDF format;

5.9.9.3. 1 CD of digital computer aided drafting (CAD) documents may be in DWG or DGN format contractor designed drawings.

5.10. Specifications: The technical specifications shall be developed from the Unified Facilities Guide Specifications (UFGS www.wbdg.org/ndbm/) by the Designers of Record. The Savannah District USACE versions of http://www.wbdg.org/ndbm/)

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the UFGS shall be used in all cases where applicable and are not furnished with this SOW. If not available in UFGS, the Designer of Record shall develop one using a SpecsIntact template and industry standards.

The contractor’s 100% completions shall include a complete specification book to include all materials and work within this contract.

5.11. (not used)

6. Code, Regulatory and Quality Requirements: All work shall be in accordance with (IAW) all applicable codes of the most current approved by law in the state of Georgia and manufacturers standards including but not limited to:

6.1. Codes and Regulatory

6.1.1. International Building Code.

6.1.2. National Electrical Code.

6.1.3. National Fire Protection Agency requirements.

6.1.4. Installation Design Guide.

6.1.5. TM 111 Guidance provided in Fort Benning Environmental

Considerations as listed on the projects FB-144R.

6.1.6. United States Army Training and Doctrine Command (TRADOC)

Force Protection Program (FPP); Unified Facilities Criteria (UFC) for buildings.

6.1.7. The advisory provisions of all codes and standards shall be mandatory, as though the word “shall” had been substituted for “should” wherever it appears. Reference to the “authority having jurisdiction” shall be construed to mean “Contracting Officer”. Comply with the required and advisory portions of the current edition of the standard at the time of contract award.

6.1.8. DISCREPANCIES: When discrepancies in the referenced

standards and the contract requirements occur, the more stringent requirements shall govern. The word “should” in all NFPA publications shall be interpreted as a requirement. The Authority Having Jurisdiction in the interpretation of the codes and standards, and approving the exceptions allowed in the referenced standards, shall be the Contracting Officer, and the parties designated by the Contracting Officer.

6.2. Quality requirements; All work shall be designed and performed in accordance with (IAW) the most recent edition of all applicable standards for the authorities having jurisdiction and being enforced at the time of bidding and shall include but not limited to the following:

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6.2.1. American Society of Heating, Refrigeration, and Air-Conditioning Engineers (ASHRAE).

6.2.2. American Standard Testing Methods (ASTM)

6.2.3. Americans with Disabilities Act (ADA) - 28 CFR Part 36

6.2.4. DOE M 5632.1 C-1, Manual for Protection and Control of

Safeguards and Security Interests.

6.2.5. Georgia Soil & Water Conservation Commission (GSWCC)

6.2.6. IEEE Std 81, Guide for Measuring Earth Resistivity, Ground

Impedance, and Earth Surface Potentials of a Ground System Normal Measurements.

6.2.7. Manual of Steel Construction.

6.2.8. Physical Security Regulation AR 190-17

6.2.9. Sheet Metal and Air Conditioning Contractor’s National Association

(SMACNA).

6.2.10. TIA J-STD-607-A, Commercial Building Grounding and

Bonding Requirements for Telecommunication

6.2.11. TM-111 Guidance provided in Fort Benning Environmental

Considerations as listed on the projects FB-144R

6.2.12. UFC 1-200-01, General Building Requirements

6.2.13. UFC 1-300-08, Criteria for Transfer and Acceptance of Military

Real Property

6.2.14. UFC 1-300-09, Design Procedures

6.2.15. UFC 3-400-01, Energy Conservation

6.2.16. UFC 3-560-01, Electrical Safety, O&M

6.2.17. UFC 3-600-01, Fire Protection Engineering for Facilities

6.2.18. UFC 3-800-10, Environmental Engineering for Facility

Construction

6.2.19. UFC 4-010-01, DoD Minimum Antiterrorism Standards for

Buildings

6.2.20. UFC 4-020-01, Security Engineering: Facilities Planning

Manual

6.2.21. United States Army Training and Doctrine Command

(TRADOC) Force Protection Program (FPP); Unified Facilities Criteria (UFC) for buildings.

7. Construction Schedule:

7.1. The Contractors shall provide a complete timeline schedule for the completion of the project.

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7.2. A Gantt type timeline design and construction schedule shall include major benchmarks and milestones which shall provide the contractor’s knowledge of the project and objectives to be completed within the construction time scheduled.

7.3. A Gantt type timeline design and construction schedule shall be used as a basis for design and template.

7.4. The construction schedule shall be submitted to the Government within 5 (five) days after the notice to proceed for review and approval. The contractor shall monitor his/her progress and update the schedule at the end of each month. When the project is delayed or does not meet its milestones the contractor shall meet with the inspector, KO and COR to resolve the conflicts with following the schedule and completing the project.

8. Phasing: There is 1 (one) phase required to complete this project. The project shall be bid and constructed as one phase. The construction shall be scheduled by the contractor in accordance with the time allotted per the performance schedule of the contract.

9. Contractor’s Preparation:

9.1. Site Visit: The Contractor shall be responsible for scheduling and making field/site visits to obtain measurements, verify and determine correct and appropriate location and action to support the work requirements IAW the bid documents and accepted local, state and federal building practices.

9.2. Drawings provided: All drawings provided to the contractor are for scope of work required to be performed and reference/information may or may not be to scale.

9.3. Code Compliance: Contractor shall provide for any and all deviations and to be in compliance with accepted local, state and federal building practices/codes and bring these to the attention of the COR and the construction inspector for review/consideration by the Government prior to bidding. Discovery (ies) by the contractor after the award of contract shall be sent to the COR in the form of an RFI.

9.4. Fort Benning Environmental Form: FB-144R: Review the projects FB- 144r; Record of Environmental Consideration for compliance prior to preparing your proposals and initiating any work. The contractor shall be responsible for all requirements found there and shall bring to Government’s attention conflicting or discrepancies found in this documents.

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9.5. Materials: Work shall be prefabricated as much as possible to limit construction scheduling time at the construction site.

9.6. Temporary utilities: Contractor shall provide for all temporary utilities and protections of the building; make modifications in order to be in accordance with (IAW) final SOW for a complete and usable facility.

9.7. Temporary Power: Two options; 1) The contractor shall contact Flint Electric and arrange for construction power to the project site or provide electrical power generator for construction. 2) On site power maybe used, however it shall be the contractor’s responsibility to monitor all use of electrical power during the construction period to protect the Contractors’ and Government employees and equipment.

9.8. Toilet Facility and Sanitation: Contractor shall provide temporary toilets for contractors’ use.

9.9. Site Office and Storage: The contactor is responsible for providing a site office and storage facilities. The contractor has the responsibility to support the project and protect his materials. The contractor shall be responsible for repairs required due to damage or negligent by the contractor or his subcontractors or suppliers.

10. Coordination with Other Contracts and Contractors: Other contracts and work are subject to be performed at the same time as this contract and the contractor shall cooperate and is now notified of same; these may include but not be limited to the following:

10.1. Construction on adjacent building sites.

10.2. Resurfacing or paving of existing roads and/or parking areas.

10.3. NEC (communications): Installation of communications cabling and equipment in the buildings (N.I.C.).

10.4. Furniture installers; All furniture shall be furnished and installed by the

Government (unit) or its contractor.

10.5. Utilities; Liberty energy, Flint Electric and Columbus Water Works and their subcontractors.

11. Building Occupancy:

11.1. Building 3010 will be occupied during construction.

11.2. Construction noise level control maybe required to not disrupt training schedules of the large assembly area.

11.3. The existing building will have occupants throughout the construction time period. The adjacent project site and buildings will be subject to occupancy and training operations. Contractor shall be aware of training on-going during construction and shall not block access to areas of the

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site without prior approval from the contracting officer or the DPW – CIB inspector.

12. Existing Conditions:

12.1. As stated previous; Contractor shall be responsible for field/site visit to obtain and verify measurements, material quantities, work conditions and to determine existing building and site conditions, dimensions and structural support requirements IAW accepted local, state and federal building practices.

12.2. Protect the existing build envelope to remain.

12.3. Remove existing covered entry canopy.

12.4. Remove existing concrete walk and walk off paving.

12.5. Maintain, protect and do not block existing exits.

12.6. Repaint existing door and frames adjacent to the construction project site; three door openings.

12.6.1. The following building system will effected by this work:

13. Selective Building Demolition:

13.1. Statement of Demolition Work: Portions of the existing building materials or systems will be removed as/where indicated or for completion of the design and work. Other materials as noted in other areas of this SOW, plans and specs.

13.2. Protect all building elements and parts to remain.

13.3. Refer to drawings and other areas of this SOW for selective demolition work. To include but not be limited to the following.

13.4. Overview of selective demolition work is as follows (this is not all inclusive review complete drawings and SOW for additional items).

13.4.1. Site elements, landscaping and ground prep

13.4.2. Concrete

13.4.3. Covered entry canopy

13.5. Demolition procedures: During the demolition work the Contractor shall continuously evaluate the condition of the elements of the structure being demolished and take immediate action to protect all personnel working in and around the demolition site. No area, section, or component of roofs or other structural element will be allowed to be left standing without

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sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area. The Contractor shall ensure that no elements determined to be unstable are left unsupported and shall be responsible for placing and securing bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

13.6. Demolition Preparation: Before beginning any demolition work, the

Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required. The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

14. (note used)

15. Building, Site Cleaning and Disposal of Waste:

15.1. Prior, during and after demolition and at the end of construction the contractor shall treat and clean up the project site to protect workers and permanent occupants. The contractor shall be responsible for evaluating, establishing and executing a required cleaning program for each phase of construction.

15.2. The final cleaning shall implement best code practice and provide a minimum HEPA vacuuming before construction can be done and at the end of construction prior to move in of the permanent occupants.

15.3. Protect Existing Air intakes from cross contamination of the interior of the building.

15.4. Other actions may be necessary during the work/construction, such as collecting demolished materials in the work area in polyethylene, and after the work is completed to control dust. Protect workers involved in

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building cleaning operations and provide for appropriately protecting work environment.

15.5. Daily Housekeeping: The Contractor shall keep work area clean and remove all unneeded construction debris daily and/or as directed by the Construction Inspector or Contracting Officer’s Representative.

15.6. Disposal of Construction Waste: The Contractor shall be responsible for removing and disposal of all debris created by this project IAW local, state and federal guidelines and laws. The contractor shall dispose of all debris created by this project in Georgia/Alabama approved Landfill at the contractor’s expense. Contractor shall maintain and provide upon request by the KO or the designed representative receipts and haul tickets or bill of laden that construction debris from this contract has been disposed of IAW with local, state and federal guidelines and laws.

15.7. Recyclable Materials: where required by laws and Army UFC and quantities warrant, the contractor shall collect and transfer reclaimed and recycled materials to an approved and licensed recycling company.

16. Salvage:

16.1. Recyclable Materials: where required by law and Army – USACoE UFC and quantities warrant, the contractor shall collect and transfer reclaimed and recycled materials to an approved and licensed recycling company.

17. Safety: The contractor shall comply with all governing codes and standards.

Contractor shall comply with Fort Benning Safety and Environmental laws and regulations. The contractor shall perform all work IAW government procedures for entering and working at Fort Benning. The government reserves the right to stop work at any time for safety, security reasons, and for national defense at no cost to the government.

18. Accessibility to Work Site: Monday-Friday, 0730 to 1730, excluding

Federal Holidays or as approved by the KO.

19. Environmental: See DPW 144R File and provide documentation and permits as required.

20. Cost and Pricing: In addition to the instruction issued by the contracting office provide the following:

20.1. Within 48 hours of the bid/proposal date and time the contractor shall provide to the Government via the COR an itemized list of material

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and labor cost for review prior to award of the contract in the format approved by the Government and a list of major subcontractors.

20.2. Bid Schedule: The Contractor shall provide the Contracting Officer’s Representative (COR) a bid schedule of the proposal with bid prices listed in the following:

20.2.1. General Conditions

20.2.1.1. Project management

20.2.1.2. Demolition

20.2.2. Architectural and Engineering Design Costs;

20.2.2.1. This shall include all costs associated with building field survey, design (civil, geotechnical, architectural, structural, mechanical and electrical,), design submittals, design meetings, drafting, printing, and as-built requirements as described in this scope of work.

20.2.3. Concrete

20.2.4. Masonry

20.2.5. Metals

20.2.5.1. Building Structure

20.2.6.Wood and Plastics

20.2.6.1. Millwork

20.2.6.2. Roof Truss

20.2.6.3. Engineer wood panels

20.2.7.Thermal and Moisture

20.2.7.1. Insulation

20.2.7.2. Sealant and Caulk

20.2.8.Openings

20.2.8.1. Door and Frames

20.2.8.2. Access Doors

20.2.9.Finishes

20.2.9.1. Metal studs

20.2.9.2. Sheathing

20.2.9.3. Flooring

20.2.9.4. Ceiling

20.2.9.5. Paint

20.2.10. Special Construction

20.2.10.1.Toilet Partitions 20.2.10.2.Fireproofing and Sealants

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20.2.11. Plumbing

20.2.12. Heating Ventilating and Air Conditioning

20.2.13. Electrical

20.2.13.1.General Power and lighting

20.2.14. Exterior/Site Improvements

20.2.14.1. Concrete

20.2.14.2. Site Grading

20.2.14.3. Site Repair

20.2.14.4. Site Repairs and improvements; Landscaping; sod, gravel mower strip

20.2.15. Site Utility Coordination

20.3. Construction Cost; Cost shall include all requirements associated with the based bid for The Project (to exclude design and engineering) as shown on the drawings and scope of work (SOW). This bid shall have individual cost lines for the following:

21. Required Submittals:

21.1. General Conditions

21.1.1. Submittal Schedule

21.1.2. Construction Schedule

21.1.3. Design Drawing completions

21.1.4. Waste material plan

21.1.5. Shop drawings (as applicable per specification).

21.2. Concrete

21.2.1. Concrete design and testing procedures and sample test.

21.2.2. Concrete sealants and curing materials.

21.2.3. Reinforcing and accessories for concrete work.

21.3. Masonry

21.3.1. Concrete masonry units and brick (including accessories i.e.

reinforcement and ties).

21.3.2. CMU lintels with steel reinforcement.

21.4. Metals

21.4.1. Building Support Structures

21.4.2. Roof Structure

21.4.3. Miscellaneous steel and fabricated steel

21.4.4. Metal roof tie straps and fasteners.

21.5. Woods and Plastics

21.5.1. Plywood roof deck and fasteners.

21.5.2. Framing Lumber

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21.5.3. Roof trusses.

21.5.4. Miscellaneous wood framing and blocking

21.6. Thermal and Moisture

21.6.1. Metal roof system, felt, slip sheets, trim, anchors, fasteners, and installation instructions. Requires manufacturer’s catalog cuts and color charts and samples.

21.6.2. Metal fascia, soffits, gutters and downspouts color charts and samples.

21.6.3. Sealants.

21.6.4. Building insulation.

21.7. Openings

21.7.1. Doors, frames, thresholds, hardware, schedules and

installation instructions

21.8. Finishes

21.8.1. Exterior and interior wall paint with color samples.

21.8.2. Paints and coating product data and schedule.

21.8.3. Epoxy flooring; high performance resinous flooring system with color samples.

21.8.4. Ceiling; FRP faced fire retardant wood panels for ceilings.

21.8.5. Toilet partitions

21.9. Specialties

21.9.1. Toilet accessories including grab bars and hand dryers

21.9.2. Architectural wall louvers

21.9.3. Corner guards

21.9.4. Signage

21.9.5. Fire extinguishers.

21.9.6. Cover for Breezeway (concrete walk) and support system.

21.9.7. Cover for Building entry

21.10. Plumbing

21.10.1. Fixtures and fittings.

21.10.2. Instantiations Water Heater

21.10.3. Electric Water Cooler (EWC).

21.10.4. Type “L” copper pipe and fittings.

21.10.5. PVC piping for sanitary sewer

21.10.6. Sewer piping and fittings.

21.10.7. Isolation, check, and drain valves.

21.10.8. Copper water piping.

21.11. HVAC and Mechanical Hardware

21.11.1. Thermostat for heat pump air conditioning.

21.11.2. Control for exhaust system

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21.11.3. HVAC grills, diffusers and duct work.

21.11.4. Through wall heat pump and wall collar assemblies.

21.11.5. PVC Scheduled drain piping,

21.11.6. Roof jacks for sewer vent

21.11.7. Copper tubing.

21.12. Electrical

21.12.1. Lighting

21.12.2. Electrical Conductors and cables and wire.

21.12.3. Conduit, fittings, and junction boxes

21.12.4. Distribution panel and breakers

21.12.5. Electrical power disconnect switches.

21.12.6. Light switches and covers

21.12.7. Wall receptacles and covers

21.13. Site Work and Improvements

21.13.1. Environmental Protection Plan for Site setup, erosion control, dust control, and spill control.

21.13.2. Completed grading plan with maximum 1 ft. contours and/or spot elevations.

21.13.3. Completed erosion plan detailing Best Management

Practices.

21.13.4. Grass sod, top soil, fertilizers, and grass seed.

21.13.5. Landscape Gravel

22. Alternates: none

Part III. CONSTRUCTION TECHNICAL REQUIREMENTS / DETAILED

Preface: Work shall be as described herein this Scope of Work (SOW) as titled and which is conveyed as an 85% design. The building design and construction shall be completed by the design and build contractor to a 100% final design with drawings and specifications and shall not be limited to all materials, labor, supervision, engineering design completion, support services, equipment and tools required to complete the work: The work shall include, but not limited to, the following section of work and the items listed there and on the drawings;

01.1 GENERAL ITEMS OF WORK

1. Statement of the work / construction; General:

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The Contractor shall provide all work to include but not be limited to all materials, labor, supervision, engineering / design, support services, equipment and tools required to construct the latrine annex and modify and add to the adjacent building 3010 as identified in this Scope of Work

(SOW).

1.1. Overview: The project shall consist of the modifications to building 3010 and the construction for the latrine annex building. Work shall include but not be limited to:

1.1.1. Demolition to complete the indicated and described work.

1.1.2. Provide for or make readily accessible for the handicap.

1.1.3. Construct new free standing latrine annex building.

1.1.4. New covered concrete breeze way addition to the building 3010

1.1.5. New HVAC and Plumbing systems

1.1.6. New Electrical system.

1.1.7. Repair adjacent site and install new concrete paving.

2. (not used)

3. Integrated Pest Management: In order to minimize impacts to existing fauna and flora, the Contractor through the Contracting Officer, must coordinate with the Installation Pest Management Coordinator (IPMC) Project Pesticide Coordinator (PPC) at the earliest possible time prior to pesticide application.

Discuss integrated pest management strategies with the IPMC and receive concurrence from the IPMC through the COR prior to the application of any pesticide associated with these specifications. Installation Project Office Pest Management personnel will be given the opportunity to be present at all meetings concerning treatment measures for pest or disease control and during application of the pesticide. For termiticide requirements provided edited specification Section 31 31 16.13 Soil Treatment for Subterranean Termite Control: The use and management of pesticides are regulated under

40 CFR 150 - 189.

3.1. Pesticide Delivery and Storage Deliver pesticides to the site in the original, unopened containers bearing legible labels indicating the EPA registration number and the manufacturers’ registered uses. Store pesticides according to manufacturer's instructions and under lock and key when unattended.

3.2. Qualification: For the application of pesticides, use the services of a subcontractor whose principal business is pest control. The subcontractor

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must be licensed and certified in the state where the work is to be performed.

3.3. Pesticide Handling Requirements Formulate, treat with, and dispose of pesticides and associated containers in accordance with label directions and use the clothing and personal protective equipment specified on the labeling for use during all phases of the application. Furnish Material Safety Data Sheets (MSDS) for all pesticide products.

3.4. Pesticide Application: Apply pesticides using a State Certified Pesticide Applicator in accordance with EPA label restrictions and recommendation. The Certified Applicator must wear clothing and personal protective equipment as specified on the pesticide label. The Contracting Officer will designate locations for water used in formulating. Do not allow the equipment to overflow. All equipment must be inspected for leaks, clogging, wear, or damage and repaired prior to application of pesticide.

02 SITE WORK

1. The contractor shall be responsible for the location of all utilities at the site prior to beginning any work.

2. Also prior to any work starting at the site, the contractor shall submit a site plan detailing the location of the new building, all surrounding structures, the existing site contours (at maximum 1’ intervals), the proposed finished contours (at maximum 1’ intervals), all best management practices for erosion prevention, and any other notable site features. The finished contours shall be designed such that water is directed away from all sides of the structure.

Minimum slopes of 5:1 shall be maintained away from the building.

3. General: Site development associated with the latrine annex construction and modifications to building 3010 consists of the following:

3.1. Earth Work; Limited earthwork for (but not limited) to the following:

3.1.1. New concrete paving and foundation work related to new building construction, sidewalks.

3.1.2. New gravel areas for landscaping (mower strip)

3.1.3. New grading and storm water control.

3.1.4. Grade Elevation Sets: Contours shall not be used for the grading of any paved areas or gravel areas. The use of contours for grading is acceptable for turfed/sodded areas.

3.1.5. Borrow Soil; any required fill material shall be acquired from an off-site location at the Contractor's expense.

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3.1.6. Soil testing.

3.1.7. New utilities i.e. new water, sewer and electrical power services.

3.2. Planning and design; For guidance relating to the site planning and design, refer to the following:

3.2.1. ASHRAE 189.1, UFC 3-201-01 Civil Engineering,

3.2.2. UFC 3-210-10 Low Impact Development,

3.2.3. UFC 4-010-01 DOD Minimum Antiterrorism Standards for

Buildings,

3.2.4. Columbus Water Works (CWW) Design Standards for Water and

Sewer.

3.2.5. State of Georgia DOT Standard Specifications for Road and Bridge

Construction.

3.3. Ground area to be disturbed shall be less than 1 (one) acre, however the contractor shall verify this in their final design.

3.4. Repair exterior grounds’ damaged as a result of work performed during and to accomplish work under this contract.

3.5. Perform grading work to provide positive drainage away from the base of the structure.

3.6. Install sod on the perimeter of the structure for a minimum of 25 feet wide and maintain this for 6 months until sod has been established and taken root and cannot be pull up by the use of a stiff steel garden rake of 2 inch tines.

3.7. Materials: As a minimum design criteria all materials shall conform with the applicable sections of the State of Georgia DOT Standard Specifications for Road and Bridge Construction and CWW Design standards for Water and Sewer.

3.8. Site Survey: A site survey has not been conducted and none is available for the site. The drawings provided show approximate location of all planimetric features such as buildings, sidewalks, roadways, parking areas. The contractor shall make site visits to verify all types of paved and concrete areas, visible utilities, trees (including trunk diameter), culverts (including type, size and inverts). Contractor shall be responsible for finding and determining location of rims, ground surface and invert elevations and pipe sizes at storm manholes, inlets and catch basins, location of fire hydrants and water valves; also location and type of fences and walls. The successful Contractor shall be responsible for performing an on site survey to completing the work. A site layout and contour grading plan shall be furnished by the contractor in electronic format. See bid drawings for

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site design work to be completed for this proposal.

3.8.1. Provide record of existing conditions prior to beginning work.

3.9. Notification Prior to Excavation: Notification shall be minimum 30 days prior to the planned excavation to allow processing. The Contractor shall submit Form 144, BCE Work Request (Dig Permit), and obtain approval prior to excavation. The government and local utilities shall mark out known existing underground utilities in the work area. The marked location of the existing utilities is approximate.

Excavation by power driven equipment is not permitted within three (3) feet of either side of the marked utility. Hand excavate on each side of the indicated obstruction and continue until uncovered or clearance for the new grade is assured.

3.10. Report damage to underground utilities or subsurface construction immediately to the Contracting Officer. Damage to marked utilities shall be satisfactorily repaired or replaced by the Contractor at no additional cost to the government. Damage to unmarked utilities shall be repaired or replaced by the Contractor and be subject to measures as approved by the Contracting Officer.an equitable adjustment in the contract amount.

Repair is defined as permanent, code compliant measures as approved by the Contracting Officer.

4. Demolition: This project requires the demolition of some concrete site paving and structures. Any existing light poles that interfere with the new work shall be relocated by the Flint Electric Company as indicated by the Designer of Record. Any waste excavation shall be disposed of off-site.

5. The best management practices shall include but are not limited to the installation of silt fence, hay bales, check dams, temporary ground cover, permanent ground cover, and construction entrances. These implemented items shall be installed to contain sediment, prevent erosion, and promote soil stabilization during all land disturbing activities.

6. Once the contractor has established all approved best management practices, any existing topsoil, debris, and loose or soft soils shall be stripped from the pad and surrounding area. Topsoil shall be stockpiled on site for the duration of the disturbance and spread over disturbed areas towards the end of construction in order to encourage grass growth.

7. The contractor shall be responsible for installing seed, mulch, and fertilizer to be applied to all disturbed areas and not less than a 30 foot perimeter beyond

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the 4ft gravel bed area (see item 9 below), which will be placed from the face of the new concrete slab. Grass shall be established (minimum of 144 sprigs/sf) prior to finalizing the project. Seeding and mulching shall only be required where there is no interference with existing tree cover which would preclude the growth of grass.

8. The site shall be graded in accordance with the approved grading plan (which is requested in item 1 as a submittal) and such that positive drainage is achieved away from the building slab and new concrete paving and existing building. If any fill material is needed to achieve finished grade, the contractor shall utilize an on-site borrow area (if available). If no on-site soils are available, the contractor may utilize the nearest Fort Benning borrow pit provided that the use of said pit is requested in writing by the contractor and approved by TIYA the post O and M contractor.

9. All structural areas shall be compacted to 98% of the standard proctor, which shall be performed by a materials testing laboratory. All soils, both original and fill, shall be tested in accordance with the procedures outlined in the ASTM manual regarding nuclear density gauge testing. Fill material, if necessary, should be placed in thin, loose lifts, of no more than 6 inches in thickness and compacted with approved compaction equipment. The testing lab shall also be responsible for performing density testing for every 2,000 square feet at each 6 inch lift within the pad area, and a minimum of 1 per lift, to ensure proper compaction. Whether fill soils are obtained on-site or at a borrow pit, they may only be used as structural fill material provided that the soils lab approves it as suitable for such use. All testing and reporting shall be submitted for review and approval prior to concrete placement. The Standard Proctors performed on the original soil and the borrow soil shall be submitted along with all density testing and approved prior to concrete placement.

10. The contractor shall be responsible for all construction staking regarding the location of any new structures associated with this project. The staking shall follow the approved site plan, submitted by the contractor. Upon completion of the construction staking, the staking shall be reviewed and approved by the Contracting Inspection Branch prior to continuing construction.

11. Once finished grade elevation has been reached in the pad area, a base consisting of a minimum of 4 inches of compacted structural fill material (i.e.

M-10’s, river gravel, etc.) shall be placed. If M-10’s are used, proper watering techniques shall be implemented during placement and compaction, and approved by a DPW-CIB representative. A layer of 0.006 poly shall be applied to the subgrade to preclude moisture from penetrating the pad. The pad area shall be treated with a pesticide treatment prior to the placement of

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concrete. The contractor shall coordinate with the DPW Pesticide Inspector during all phases of treatments for materials and inspections, including mixing and application.

12. Concrete Walk Ways (Sidewalks) shall be designed to meet the ABA

Accessibility Guidelines for Buildings and Facilities. Sidewalks shall be constructed of Portland cement concrete, shall be a minimum of 6 ft. wide unless shown otherwise and shall be made with wire mesh reinforced concrete at a minimum thickness of 4 inches. Provide 6” thick sidewalks at walks within 30 feet of the adjacent street or vehicle path.