Attach 10-Specifications Project Manual 06.24.25.pdf

BUFFALO CREEK WORK CENTER -OFFICE AND ENGINE STORAGE ADDITIONS

PIKE-SAN ISABEL NATIONAL FOREST

& CIMARRON AND COMANCHE NATIONAL GRASSLANDS

000101 - 1

PROJECT TITLE PAGE

SECTION 000101

PROJECT TITLE PAGE

PROJECT MANUAL

FOR

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PROJECT TITLE PAGE

ARCHITECT'S PROJECT NUMBER: 2022-08.11.

CONTRACTING OFFICER (CO)'S PROJECT NUMBER: N/A.

CONSTRUCTION MANAGER'S NUMBER: CONSTRUCTION MANAGER'S PROJECT NUMBER.

UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE

18046 COUNTY ROAD 126

PINE, COLORADO80470

DATE: 05-22-2024

PREPARED BY:

THE ABO GROUP, INC.

END OF SECTION 000101

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PROJECT INFORMATION

SECTION 000102

PROJECT INFORMATION

PART 1 GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name: BUFFALO CREEK WORK CENTER -OFFICE AND ENGINE STORAGE ADDITIONS , located at: 18046 COUNTY ROAD 126 BUFFALO CREEK, CO 80470.

B. Architect's Project Number: 2022-08.11.

C. Contracting Officer (CO)'s Project Number: N/A.

18046 COUNTY ROAD 126.

Pine, Colorado80470.

D. The Owner, hereinafter referred to as Contracting Officer (CO): UNITED STATES

DEPARTMENT OF AGRICULTURE FOREST SERVICE

E. Contracting Officer (CO)'s Representative: [Kody Nathe, NCARB].

1. Agency: [Forest Service].

2. Address: [1617 Cole Boulevard Building 17].

3. City, State, Zip: [Lakewood, CO 80401].

4. Phone: [720-314-8945].

5. E-mail: [kody.nathe@usda.gov].

1.2 NOTICE TO PROSPECTIVE BIDDERS

A. These documents constitute an Invitation to Bid to and request for qualifications from General Contractors for the construction of the project described below.

1.3 PROJECT DESCRIPTION

A. Summary Project Description: ADDITIONS TO EXISTING ENGINE GARAGE TO

ACCOMODATE RELOCATION OF FITNESS FACILITIES AND OFFICE SPACE. NEW

ENGINE BAY WILL ALSO BE ADDED. .

B. Contract Scope: Construction, demolition, renovation, and facility operations during occupancy .

C. The currently occupied premises at the project site are open for examination by bidders only during the following hours:

1. Monday through Friday: 8 am to 6 pm .

1.4 PROCUREMENT TIMETABLE

A. Pre-Qualification Submission Briefing: TBA .

B. Last Request for Information Due: 7 days prior to due date of qualifications statements.

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PROJECT INFORMATION

C. Qualifications Due Date: No later than 15 days prior to bid due date , before 4 PM local time.

D. Last Request for Substitution Due: 7 days prior to due date of bids.

E. Last Request for Information Due: 7 days prior to due date of bids.

F. Bid Due Date: MM-dd-yyyy, before 4 PM local time.

G. Bid Opening: Same day, 5 PM local time.

H. Notice to Proceed: Within 7 days after due date.

I. Desired Construction Start: Not later than 15 calendar days after Notice to Proceed .

J. Desired Substantial Completion Date: Not later than 300 calendar days from Notice to Proceed .

K. Desired Final Completion Date: Not later than 400 calendar days from Notice to Proceed .

L. The Contracting Officer (CO) reserves the right to change the schedule or terminate the entire procurement process at any time.

1.5 PROCUREMENT DOCUMENTS

A. Availability of Documents: Complete sets of procurement documents may be obtained:

1. From Contracting Officer (CO) at the Project Manager's address listed above.

1.6 BID SECURITY

A. Bids shall be accompanied by a security deposit as follows:

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION 000102

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PROJECT DIRECTORY

SECTION 000103

PROJECT DIRECTORY

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Identification of project team members and their contact information.

1.2 OWNER:

A. Name: UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE

B. Primary Contact: All correspondence from the Contractor to the Architect will be through this party, unless alternate arrangements are mutually agreed upon at preconstruction meeting.

1. Title: Architect .

2. Name: Kody Nathe, NCARB .

3. Email: kody.nathe@usda.gov

1.3 CONSULTANTS:

A. Architect: Design Professional of Record. All correspondence from the Contractor regarding construction documents authored by Architect's consultants will be through this party, unless alternate arrangements are mutually agreed upon at preconstruction meeting.

1. Company Name: The Abo Group, Inc..

a. Address Line 1: 12600 w colfax ave .

b. Address Line 2: suite c-105 .

c. City: Lakewood .

d. State: CO .

e. Zip Code: 80215.

f. Telephone: 412.720.1443.

2. Primary Contact: Ron Abo

a. Title: Principal .

b. Email: ron@theabogroup.com .

B. Civil Engineering Consultant:

1. Company Name: Dowl .

a. Address Line 1: 4686 East Van Buren Street.

b. City: Phoenix.

c. State: AZ.

d. Zip Code: 85008.

e. Telephone: 480.753.0800.

2. Primary Contact: Erin O'Brien.

a. Title: Project Manager .

b. Email: eobrien@dowl.com .

C. Structural Engineering Consultant:

1. Company Name: Martin/Martin .

a. Address Line 1: 77 Metcalf Road.

b. Address Line 2: Suite 301.

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PROJECT DIRECTORY

c. City: Avon.

d. State: CO.

e. Zip Code: 81620.

f. Telephone: 970.926.6007.

2. Primary Contact: Jeremy Aja.

a. Title: Project Manager.

b. Email: Jaja@martinmartin.com.

D. Mechanical, Electrical, Plumbing, Technology, Fire Protection Engineering Consultant:

1. Company Name: RMH.

a. Address Line 1: 12600 West Colfax Avenue.

b. City: Lakewood.

c. State: CO.

d. Zip Code: 80215.

e. Telephone: 303.239.0909.

2. Primary Contact: Kirsten Cremona.

a. Title: Project Manager.

b. Email: kcremona@rmhgroup.com.

E. Sustainabillity:

1. Company Name: Mead Hunt

a. Address Line 1: 999 18th Street.

b. City: Denver.

c. State: CO.

d. Zip Code: 80202.

e. Telephone: 303-825-8844.

2. Primary Contact: Renee Azerbegi.

a. Title: Project Manager.

b. Email: Renee.Azerbegi@meadhunt.com.

F. Cost Estimating:

1. Company Name: RLB.

a. Address Line 1: 999 18th Street.

b. City: Denver.

c. State: CO.

d. Zip Code: 80202

e. Telephone: 720 904 1480.

2. Primary Contact: Peter Knowle.

a. Title: Executive Vice President, North America.

b. Email: peter.knowles@us.rlb.com.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION 000103

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CERTIFICATIONS PAGE

SECTION 000105

CERTIFICATIONS PAGE

END OF SECTION 000105

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SEALS PAGE

SECTION 000107

SEALS PAGE

END OF SECTION 000107

001500-1 BUFFALO CREEK WORK CENTER – OFFICE AND ENGINE STORAGE ADDITIONS

& CIMARRON AND COMANCHE NATIONAL GRASSLANDS LIST OF SPECIFICATIONS

SECTION 001500

PIKE-SAN ISABEL NATIONAL FOREST &

CIMARRON AND COMANCHE NATIONAL

GRASSLANDS

SUPERVISOR’S OFFICE

LIST OF SPECIFICATIONS

B. List of Contract Specifications

1. Index of Specifications

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

Section 000101 Project Title Page Section 000102 Project Information Section 000103 Project Directory Section 000105 Certifications Page Section 000107 Seals Page Section 000110 List of Specifications Section 003100 Available Project Information Section 004301 Bid Form Supplements Cover Sheet Section 005000 Contracting Forms and Supplements Section 005200 Agreement Form Section 007100 Contracting Definitions Section 007300 Supplementary Conditions

DIVISION 1 - GENERAL REQUIREMENTS

Section 010250 Definition of Contract Items Section 011000 Summary of Work Section 012000 Price and Payment Procedures Section 012300 Alternates Section 012500 Substitution Procedures Section 013000 Administrative Requirements Section 013100 Project Management and Coordination Section 013114 Facility Services Coordination Section 013216 Construction Progress Schedule Section 013516 Alteration Project Procedures Section 014000 Quality Requirements Section 014500 Construction Indoor Air Quality Management Section 014535 Special Inspections Section 015000 Temporary Facilities and Controls Section 015723 Storm Water Pollution Prevention Section 016000 Product Requirements Section 017000 Execution and Closeout Requirements Section 017419 Construction Waste Management Section 017610 Temporary Protective Coverings Section 017800 Closeout Submittals

001500-2 BUFFALO CREEK WORK CENTER – OFFICE AND ENGINE STORAGE ADDITIONS

Section 017900 Demonstration and Training Section 018113 Sustainable Design Requirements Section 019113 General Commissioning Requirements

DIVISION 2 – EXISTING CONDITIONS

Section 024119 Selective Demolition

DIVISION 3 – CONCRETE

Section 033000 Cast-In-Place Concrete

DIVISION 4 – MASONRY

Section 044313 Stone Masonry Veneer

DIVISION 5 – METALS

Section 051200 Structural Steel Framing Section 055213 Pipe and Tube Railings

DIVISION 6 – WOOD AND PLASTICS

Section 061000 Rough Carpentry Section 061600 Sheathing Section 061753 Shop Fabricated Wood Trusses Section 062023 Interior Finish Carpentry Section 066100 Cast Polymer Fabrications

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

Section 070150.19 Preparation for Re-Roofing Section 071113 Bituminous Dampproofing Section 071900 Water Repellents Section 072100 Thermal Insulation Section 072129 Sprayed Insulation Section 072500 Weather Barriers Section 072700 Interior Air and Vapor Control Layer Section 073113 Asphalt Shingles Section 074113 Metal Roof Panels Section 074619 Steel Siding Section 076200 Sheet Metal Flashing and Trim Section 077100 Roof Specialties Section 077123 Manufactured Gutters and Downspouts Section 077200 Roof Accessories Section 078400 Firestopping Section 079200 Joint Sealants

DIVISION 8 – DOORS AND WINDOWS

Section 081113 Hollow Metal Doors and Frames

001500-3 BUFFALO CREEK WORK CENTER – OFFICE AND ENGINE STORAGE ADDITIONS

Section 081416 Flush Wood Doors Section 083100 Access Doors and Panels Section 083323 Overhead Coiling Doors Section 083613 Overhead Sectional Doors Section 085213 Aluminum-Clad Wood Windows Section 087100 Door Hardware Section 088000 Glazing Section 088300 Mirrors

DIVISION 9 – FINISHES

Section 090190.52 Maintenance Repainting Section 090561 Common Work Results for Flooring Preparation Section 092116 Gypsum Board Assemblies - USG Section 092900 Gypsum Board Section 093000 Tiling Section 095100 Acoustical Ceilings Section 096513 Resilient Base and Accessories Section 096566 Resilient Athletic Flooring Section 096813 Tile Carpeting Section 099113 Staining and Transparent Finishing Section 099113 Exterior Painting Section 099123 Interior Painting

DIVISION 10 – SPECIALTIES

Section 101423 Panel Signage Section 102113.19 Plastic Toilet Compartments Section 102239 Folding Panel Partitions Section 102600 Wall and Door Protection Section 102800 Toilet, Bath, and Laundry Accessories Section 102819 Tub and Shower Enclosures Section 104416 Fire Extinguishers Section 105123 Plastic-Laminate-Clad Lockers Section 105143 Wire Mesh Storage Lockers Section 107500 Flagpole

DIVISION 11 - EQUIPMENT

Section 113013 Residential Appliances

DIVISION 12 – FURNISHINGS

Section 122400 Window Shades Section 123600 Countertops

DIVISION 22 – PLUMBING

Section 220500 Common Work Results for Plumbing

001500-4 BUFFALO CREEK WORK CENTER – OFFICE AND ENGINE STORAGE ADDITIONS

Section 220523 General Duty Valves for Plumbing Piping Section 220529 Hangers and Supports for Plumbing Piping and Equipment Section 220700 Plumbing Insulation Section 220800 Commissioning of Plumbing Section 221000 Plumbing Piping Systems Section 223000 Plumbing Fixtures, Equipment, and Specialties

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

Section 230500 Common Work Results for Mechanical Systems Section 230529 Hangers and Supports for Mechanical Systems Section 230548 Wind, Seismic, and Vibration Controls for Mechanical Systems Section 230713 Duct Insulation Section 230800 Commissioning of HVAC Section 231123 Fuel Gas Piping and Accessories Section 232300 Refrigeration Piping and Specialties Section 233100 Ducts and Accessories Section 233400 Fans Section 237000 Air Outlets and Inlets Section 235400 Furnaces Section 235523 Low-Intensity, Gas-Fired Radiant Heaters Section 235700 Coils and Heat Exchangers Section 236200 Refrigeration Condensers-Condensing Units Section 238126 Split System Air Conditioners Section 238200 Convection Units

DIVISION 26 – ELECTRICAL

Section 260500 Common Work Results for Electrical Section 260519 Low-Voltage Electrical Power Conductors and Cables Section 260526 Grounding and Bonding Section 260533 Raceways and Boxes for Electrical Systems Section 260800 Commissioning of Electrical Section 260923 Lighting Control Devices Section 262416 Panelboards Section 262726 Wiring Devices Section 262813 Fuses Section 262816 Enclosed Switches and Circuit Breakers Section 262913 Enclosed Controllers Section 263600 Transfer Switches Section 264200 Solar Photovoltaic System Section 264313 Surge Protective Devices for Low-Voltage Electrical Power

Circuits Section 265100 Interior Lighting

DIVISION 27 – COMMUNICATIONS

Section 270500 Common Work Results for Telecom

001500-5 BUFFALO CREEK WORK CENTER – OFFICE AND ENGINE STORAGE ADDITIONS

Section 270526 Grounding And Bonding for Communications Systems Section 270528 Pathways for Communications Systems Section 270528.29 Hangers and Supports for Communications Systems Section 270536 Cable Trays for Communications Systems Section 270543 Underground Pathways and Structures for Communications Section 270544 Sleeves and Sleeve Seals for Communications Pathways and

Cabling Section 271100 Communications Equipment Room Fittings Section 271323 Communications Optical Fiber Backbone Cabling Section 271500 Communication Horizontal Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 281000 Access Control Section 282000 Video Surveillance Section 283000 Electronic Detection And Alarm Section 283100 Addressable Fire-Alarm Systems

DIVISION 31 – EARTHWORK

Section 311000 Site Clearing and Grading Section 312000 Earth Moving Section 312113 Radon Mitigation Section 312500 Erosion and Sedimentation Control

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 321100 Base Courses Section 321313 Concrete Paving Section 321600 Curbs, Gutters, and Sidewalks

DIVISION 33 – UTILITIES

Section 330500 Common Work Results for Utilities Section 333113 Site Sanitary Sewers

END OF SECTION 001500

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AVAILABLE PROJECT

INFORMATION

SECTION 003100

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL

1.1 EXISTING CONDITIONS

A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of Contract Documents, as follows:

B. Site and Utility Survey: Entitled IMPROVEMENT SURVEY PLAT , dated 02/17/2023 .

1. Original copy is available for inspection at Contracting Officer (CO)'s offices during normal business hours.

2. This survey identifies grade elevations prepared primarily for the use of Architect in establishing new grades and identifying natural water shed.

C. Geotechnical Report: Entitled Geotechnical Investigation Report , dated February 28, 2024.

1. Original copy is available for inspection at Contracting Officer (CO)'s offices during normal business hours.

2. This report identifies properties of below grade conditions and offers recommendations for the design of foundations, prepared primarily for the use of Architect.

3. The recommendations described shall not be construed as a requirement of this Contract, unless specifically referenced in Contract Documents.

4. This report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from this report, changes in the design and construction of foundations will be made, with resulting credits or expenditures to the Contract Price accruing to Contracting Officer (CO).

D. Existing Conditions Survey: Entitled CO_PKSI - BCWC_USDA Physical Security Assessment Report , dated 08/25/2022 .

1. Original copy is available for inspection at Contracting Officer (CO)'s offices during normal business hours.

2. This survey identifies conditions of existing construction prepared primarily for the use of Architect in establishing the extent of the new versus existing work.

3. This survey includes a photographic record of existing conditions visible.

1.2 PRELIMINARY DATA

A. Certain preliminary investigations and studies made by the Contracting Officer (CO) are available to the bidders but will not be part of Contract Documents, as follows:

1.3 SUSTAINABILITY CERTIFICATION INFORMATION

1.4 PROJECT FINANCIAL INFORMATION

A. Certain financial data of the Contracting Officer (CO) is available to the proposers but will not be part of Contract Documents, as follows:

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AVAILABLE PROJECT

INFORMATION

1.5 PERMITS

A. Contracting Officer (CO) has obtained the following permits and/or approvals, that are required to be secured prior to commencement of construction work on this project:

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

3.1 OBTAINMENT OF PERMITS

A. Contracting Officer (CO) will obtain the following permits, at no cost to the Contractor:

1. Building Permit for all trades.

END OF SECTION 003100

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BID FORM SUPPLEMENTS COVER

SHEET

SECTION 004301

BID FORM SUPPLEMENTS COVER SHEET

PARTICULARS

1.1 TO ( Contracting Officer (CO) ): Contracting Officer (CO)

1.2 OWNER'S PROJECT NUMBER: N/A

1.3 PROJECT: BUFFALO CREEK WORK CENTER -OFFICE AND ENGINE STORAGE

ADDITIONS

1.4 Date:

1.5 SUBMITTED BY: (BIDDER TO INSERT FULL NAME AND ADDRESS)

A.

B.

C.

D.

E. In accordance with Section 002113 - Instructions to Bidders and Section 004100 - Bid Form - , we include the Supplements To Bid Form listed below. The information provided shall be considered an integral part of the Bid Form.

1.6 SUPPLEMENTS TO BID FORM

1.7

SIGNATURE(S)

2.1 The Corporate Seal of

A.

1. (Bidder please print the full name of your Proprietorship, Partnership, or Corporation)

2.2 was hereunto affixed in the presence of:

A.

1. (Authorized signing officer Title)

2.3 (Seal)

A.

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BID FORM SUPPLEMENTS COVER

SHEET

1. (Authorized signing officer Title)

2.4 (Seal)

END OF SECTION 004301

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CONTRACTING FORMS AND

SUPPLEMENTS

SECTION 005000

CONTRACTING FORMS AND SUPPLEMENTS

PART 1 GENERAL

1.1 Contractor is responsible for obtaining a valid license to use all copyrighted documents specified but not included in the Project Manual.

1.2 AGREEMENT AND CONDITIONS OF THE CONTRACT

A. See Section 005200 - Agreement Form for the Agreement and General Conditions.

B. See Section 007300 - Supplementary Conditions for the Supplementary Conditions.

C. The Agreement and General Conditions are based on ConsensusDOCS 200.

1.3 FORMS

A. Use the following forms for the specified purposes unless otherwise indicated elsewhere in Contract Documents.

B. Bond Forms:

1. Bid Bond: ConsensusDOCS 262.

2. Performance Bond: ConsensusDOCS 260.

3. Payment Bond: ConsensusDOCS 261.

C. Post-Award Certificates and Other Forms:

1. Schedule of Values Form: ConsensusDOCS 293.

2. Application for Payment Form: ConsensusDOCS 292 (Lump Sum).

D. Clarification and Modification Forms:

1. Interim Directed Change Form: ConsensusDOCS 203.

2. Change Order Form: ConsensusDOCS 202.

E. Closeout Forms:

1. Certificate of Final Completion Form: ConsensusDOCS 281.

1.4 REFERENCE STANDARDS

A. ConsensusDOCS 200 - Standard Agreement and General Conditions Between Owner and Constructor (Lump Sum Price); 2017.

B. ConsensusDOCS 202 - Change Order; 2017.

C. ConsensusDOCS 203 - Interim Directive; 2017.

D. ConsensusDOCS 260 - Performance Bond; 2017.

E. ConsensusDOCS 261 - Payment Bond; 2017.

F. ConsensusDOCS 262 - Bid Bond; 2017.

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CONTRACTING FORMS AND

SUPPLEMENTS

G. ConsensusDOCS 281 - Certificate of Final Completion; 2017.

H. ConsensusDOCS 292 - Payment Application (Lump Sum); 2017.

I. ConsensusDOCS 293 - Schedule of Values; 2017.

J. ConsensusDOCS 481 - Design-Build Certificate of Substantial Completion; 2017.

K. ConsensusDOCS 482 - Design-Build Certificate of Final Completion; 2017.

L. EJCDC C-520 - Suggested Form of Agreement Between Owner & Contractor, Stipulated Price;

2018.

PART 2 PRODUCTS - NOT USED

END OF SECTION 005000

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005200 - 1

AGREEMENT FORM

SECTION 005200

AGREEMENT FORM

PART 1 GENERAL

1.1 FORM OF AGREEMENT

1.2 The Agreement to be executed is attached following this page.

1.3 RELATED REQUIREMENTS

A. Section 007300 - Supplementary Conditions.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION 005200

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CONTRACTING DEFINITIONS

SECTION 007100

CONTRACTING DEFINITIONS

PART 1 GENERAL

1.1 APPLICABILITY: These definitions are integral to the Agreement.

1.2 DEFINITIONS - DESIGN-BUILD DOCUMENTS

A. Contract Documents: As defined in the Agreement.

1. At the time of execution of the Agreement, Contract Documents consist of the following:

a. The Agreement and Conditions of the Contract, and other documents listed on the Table of Contents under the heading Contracting Requirements.

2. From time to time after execution of the Agreement, upon approval by the Contracting Officer (CO), the following types of documents will be incorporated into Contract Documents:

a. Drawings and other documents documenting the design.

b. Construction drawings and specifications detailing the execution of the design.

B. Project Program: The Contracting Officer (CO)'s requirements for size, arrangement, organization, and location of functional spaces , description of space functions , identification of fittings, equipment, and furnishings , description of the physical and environmental requirements for each space , together with a description of the image, goals, or "mission" of the project.

1.3 DEFINITIONS - TIME PERIODS AND MILESTONE DATES

A. Proposal: The time period during which prospective Proposers prepare their Proposals.

B. Preliminary Design: The time period during which the design criteria are finalized and preliminary drawings and written descriptions are prepared to illustrate the proposed design of the work or a portion of the work to the Contracting Officer (CO), as described in the Conditions of the Contract.

C. Design Development: The time period during which the form, arrangement, size, and materials of the work or a portion of the work are determined , as described in the Conditions of the Contract .

D. Construction Documents: The time period during which process working drawings, specifications, and other documents describing the work or a portion of the work are prepared in sufficient detail to allow accurate and complete construction.

E. Construction: The time period from the beginning of work on the project site until final payment as defined by the Conditions of the Contract .

F. Substantial Completion: The date as defined in the Conditions of the Contract. Date of Substantial Completion is the due date for the following:

1. Design-Builder's complete punchlist of items to be completed.

2. Contracting Officer (CO)'s complete punchlist of items to be completed.

3. Compliance with requirements of governing authorities, for submittals, inspections, and permits.

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CONTRACTING DEFINITIONS

4. Compliance with Contracting Officer (CO)'s requirements for access to areas occupied by the Contracting Officer (CO).

G. Closeout: The time period during which all details of both construction and commissioning are completed.

1. The Closeout period is the time from Date of Substantial Completion until final payment, both as defined by the Conditions of the Contract.

2. Before and during the Closeout period, the Contracting Officer (CO) will ascertain whether the completed project complies with Contract Documents.

H. Occupancy: The time period during which the project is occupied for its intended purpose.

1. The Occupancy period begins at Date of Substantial Completion, as defined by the

Conditions of the Contract.

I. Correction Period: The time period defined by the Conditions of the Contract.

PART 2 PRODUCTS - NOT USED

END OF SECTION 007100

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007300 - 1

SUPPLEMENTARY CONDITIONS

SECTION 007300

SUPPLEMENTARY CONDITIONS

PART 1 GENERAL

1.1 SUMMARY

A. These Supplementary Conditions amend and supplement the General Conditions defined in Document 007200 - General Conditions and other provisions of Contract Documents as indicated below. Provisions that are not so amended or supplemented remain in full force and effect.

B. The terms used in these Supplementary Conditions that are defined in the General Conditions have the meanings assigned to them in the General Conditions.

1.2 RELATED SECTIONS

A. Section 005000 - Contracting Forms and Supplements.

1.3 REFERENCE STANDARDS

A. AIA A503-2007 - Guide for Supplementary Conditions; 2007.

B. AIA A503 - Guide for Supplementary Conditions, including Amendments to AIA Documents A201, the 2017 Owner-Contractor Agreements, and the 2019 Owner-Construction Manager as Constructor Agreements; 2019.

C. AIA A511 - Guide for Supplementary Conditions.; 1999.

D. EJCDC C-800 - Guide to the Preparation of Supplementary Conditions; 2018.

1.4 MODIFICATIONS TO GENERAL CONDITIONS

PART 2 PRODUCTS - NOT USED

END OF SECTION 007300

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010250 - 1

DEFINITION OF CONTRACT

ITEMS

SECTION 010250

DEFINITION OF CONTRACT ITEMS

AND

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

3.1 SUMMARY

A. The intent of this section is to explain, in general; what is and what is not included in a contract item; the limits or cut-off points where one item ends and another begins; and method of measurements and basis of payment for work items listed in the Schedule of Items.

B. Work: Furnishing all labor, materials, equipment, and other incidentals necessary to successfully complete the project or any portion of it, and carrying out all duties and obligations imposed by the contract on the Contractor.

C. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications and as shown on the drawings.

D. Measurement and payment for contract work shall be made only for and under those pay items included in the Schedule of Items. All other work and materials shall be considered incidental or as included in the payment for items shown

E. DETERMINATION OF QUANTITIES

1. Quantity Measurements:

a. Make all measurements for computation of quantities for all work items except those specified for payment by Designed Quantity (DQ) or Lump Sum Quantity

(LSQ).

b. Compute the quantities for periodic progress payments. The Contracting Officer shall compute the quantities for the final payment based on measurements taken by the Contractor.

c. Contractor measurements are subject to verification.

d. Submit all field notes, calculation sheets, and other data used to determine quantities.

e. Certify in writing as to the accuracy of the measurements and computations submitted.

2. Use the following measurements and calculations to determine contract quantities.

a. For individual construction items:

1) Longitudinal and lateral measurements for area computations: Make horizontally or corrected to horizontal measurement unless otherwise specified.

2) Measurements for geotextiles, netting and erosion control blankets: Make along slope lines.

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DEFINITION OF CONTRACT

ITEMS

b. Use the average end area method to compute volumes of excavation or embankment. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, make measurement by volume in hauling vehicles or by other three dimensional methods.

c. Structures: Measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

d. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, and underdrains: Make measurements parallel to the base or foundation upon which the structures are placed. Measure pipes along center of invert.

e. For aggregates weighed for payment: Don not adjust tonnage for moisture content, unless otherwise specified or indicated.

f. For standard manufactured items--such as fence, wire, plates, rolled shapes, pipe conduits--identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

F. UNITS OF MEASUREMENT

1. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

2. Lump Sum: Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item.

3. Square Feet: Longitudinal and transverse measurements for area computations will be made horizontally. Do not make deductions from the area computation for individual items having an area of 1 square foot or less.

4. Acre: 43,560 square feet. Make longitudinal and transverse measurements for area computations horizontally. Do not make deductions from the area computation for individual exclusions having an area of 500 square feet or less.

5. Cubic Yard: A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

6. Each: One complete unit, which may consist of one or more parts.

7. Linear Foot: Linear feet measured horizontally.

8. Square Yard: 9 square feet. Longitudinal and transverse measurements for area computations will be made horizontally. Do not make deductions from the area computation for individual fixtures having an area of 9 square feet or less.

9. Ton: 2000 pounds. No adjustment in contract price will be made for variations in quantity due to differences in the specific gravity or moisture content. Use net certified scale weights, or weights based on certified volumes.

G. EARTHWORK TOLERANCES

1. Where tolerances are shown in the contract, they are intended to define reasonably close conformity. Adjustments of horizontal or vertical alignment, within the tolerances

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DEFINITION OF CONTRACT

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specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed roadway sections and to balance earthwork. Such adjustments shall not be considered as "Changes".

PART 2 - METHOD OF MEASUREMENT

4.1 GENERAL

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

B. ACTUAL QUANTITIES (AQ)

1. These estimated quantities which are determined from actual measurements of completed work.

C. DESIGNED QUANTITIES (DQ)

1. These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

D. LUMP SUM QUANTITIES (LSQ)

1. These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall be measured complete and in-place.

PART 3 – DEFINITION OF CONTRACT ITEMS

5.1 SCHEDULE OF ITEMS

A. The project Schedule of Items includes several sections to organize the contract items into Base Items and Optional Items. Contract award will be made for all Base Items. Those items listed as Optional Items will be awarded based on available project fundin

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

3. Optional Items will be awarded based on available project funding.

a. Note:

1) Optional Items may be awarded up to 6 months after award of base items.

2) Contractor must guarantee pricing for 6 months after award of base items.

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5.2 DEFINITION OF BASE ITEMS

A. Base Items:

1. Base Item No. 1 – General Requirements, including Mobilization, Bonding, Insurance

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and other work that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project site.

2. Base Item No. 2 – Facility Construction (Divisions 2 – 19)

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the following:

1) Division. 2 – Existing Conditions

a) The removal of the existing roof, exterior and interior walls, exterior and interior doors, wood siding, gypsum board, ceiling finishes, casework, concrete sidewalks, propane tank and service lines, septic tanks, lift station, domestic water service and shut-off valve, and fence, as well as the relocation of the lift station electrical feeds, overhead power lines, storage of exercise equipment, and the abandonment of heating water piping.

2) Division 3 – Concrete

a) The installation and construction of various strip footings, spread footings, interior bearing walls, stem walls, concrete pads for rooftop mechanical equipment , a vapor retarder, concrete slabs-on-grade, a depressed slab-on-grade for the shower area, a mechanical equipment pad, and a cement-based polymer self-leveling underlayment infill.

3) Division 4 – Masonry

a) The installation of stone veneer for the building.

4) Division 5 – Metals

a) The provision and installation of interior miscellaneous metals, reinforced concrete ledges at exterior walls with stone cladding, temporary shoring and bracing of the existing roof structure, metal roof panels, miscellaneous metals for hold-down posts at engine storage walls, and the infill of an existing opening at the engine storage exterior wall.

5) Division 6 – Woods and Plastics

a) The provision and installation of interior rough carpentry and blocking, wood-framed shear walls, various wood hold-downs, rough carpentry at exterior walls, wood columns, sub fascia, soffit framing, a wood-framed roof system with plywood sheathing, pre-engineered wood trusses, TJI hangers, gable-end trusses, a roof valley with posts at the entryway, double trusses supporting a folding partition wall, and framing for the roof overhang at the south entrance.

6) Division 7 – Thermal and Moisture Protection

a) The installation of insulation to perimeter stem walls, spray foam insulation, interior caulking and sealants, fire-treated plywood at an IT room, dampproofing and protection board for perimeter stem

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walls, application of painted metal siding to match existing conditions, laminated asphalt shingles matching the existing roof system, installation of gutters and downspouts, snow guards, sheet metal and flashings for the roof, roof protection, replacement of existing roof shingles with new ones and spray foam insulation, metal fascia, and full-vented aluminum soffit.

7) Division 8 – Doors and Windows

a) The installation of an insulated coiling door, exterior insulated metal door with HM frame, and exterior wood doors with HM frames, including hardware and finish, along with exterior windows, interior wood doors with HM frame, including hardware and finish, interior glazed wood door with HM frame, including hardware and finish.

8) Division 9 – Finishes

a) The provision and installation of interior gypsum board for wall and ceiling assemblies, non-structural metal framing, tile for wall, backsplash and floor locations, acoustical ceiling assemblies, resilient vinyl flooring, resilient base, athletic rubber floor tile, carpet tile, stain, interior and exterior paint, and associated components required by the aforementioned products/systems.

9) Division 10 – Specialties

a) The provision and installation of ADA and standard toilet partitions, urinal partitions, toilet roll holders, toilet seat cover dispensers, sanitary napkin disposals, grab bars, shower grab bars, soap dispensers, frameless mirrors, shower curtains and rods, folding shower seats, paper towel dispensers, robe hooks, wall-mounted hooks, lockers, a mop rack and shelf, mirrors at the exercise area, tackboards and whiteboards, fittings for fire prevention, corner guards and wall protection, wayfinding and code-required signage, and an operable partition at the meeting area.

10) Division 12 – Furnishings

a) The installation of floating locker room vanities with backsplash, upper and base cabinets for breakroom and copy/print areas, countertops with backsplashes, and various equipment such as a dishwasher, microwave, refrigerator, range/hood, washer, dryer, ice maker, and mop sink, with exclusion of exercise equipment.

3. Base Item No. 3 – Facility Services (Divisions 20 – 29)

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the following:

1) Division 22 – Plumbing

a) The rough-in and installation of plumbing fixtures such as gas water heater, circulator pump, garbage disposal, floor drains, floor cleanout, sanitary waste/vent piping of various sizes, lavatories, urinals, ADA-compliant water closets, breakroom sink, showers, electric water cooler, mop sink basin, heat tracing for gutters, downspouts, and water piping, along with pipe insulation and wall washer boxes.

2) Division 23 – Heating Ventilating and Air Conditioning

a) The controls, testing and balancing, commissioning, miscellaneous demolition, subcontractor fees including bonds and insurances, indoor

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DEFINITION OF CONTRACT

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AC split system unit, various exhaust fans and oscillating fans, grilles, refrigerant piping, electric cabinet and unit heaters, radiant heaters and panels, high-performance fans, outdoor condensing unit, electric heating coil, ductwork with insulation, gas piping of different sizes, ventilation and intake louvers.

3) Division 26 – Electrical

a) For allowances for electrical distribution, site lighting and wiring, miscellaneous electrical demolition, lightning protection, utility meter upgrades, surge protective devices (SPD), panelboards of various amperages, specialized receptacles, junction boxes, feeders, mechanical connections, branch power wiring, light fixtures with controls as per MH Lighting's material quote, the installing various light fixtures including gasketed linear fixtures, downlights, shower downlights, LED strip lights, troffers, linear vanities, architectural wall packs, exterior wall sconces, LED exit signs, and lighting controls such as wall switches, vacancy sensors, and occupancy sensors, along with wiring to light fixtures and controls.

4) Division 27 – Communications

a) The installation of communication and security ductbank, data outlets of various configurations including floor-mounted options, wireless access points, ceiling-mounted speakers, wiring for communications and audio-visual systems, AV floor boxes, volume control/source selection units, and an allowance for AV equipment.

5) Division 28 – Electronic Safety and Security

a) The installation of fire alarm systems including strobe lights, combination fire horn/strobe lights, manual pull stations, photoelectric detectors, a fire alarm control panel (FACP), smoke detectors, and wiring. It also includes security systems components such as door position switches, motion detectors, keypads, operation panels, cameras, and associated wiring.

4. Base Item No. 4 – Site and Infrastructure (Divisions 30 – 39)

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the following:

1) Division 31 – Earthwork

a) The site mobilization, clearing and grubbing, fine grading of the same area, an allowance for minimal cut and fill or grading improvements, stripping existing topsoil, the installation of a perimeter drain, aggregate basecourse at slabs on grade, the installation of silt fences, and the construction of a concrete washout area, a stabilized staging area, sediment control logs, and the excavation for standard foundations, backfilling with on-site soils, and the removal of surplus standard foundation soils off-site.

2) Division 32 – Exterior Improvements

a) The work associated with the construction of the concrete sidewalks and heavy-duty pavements over prepared subgrades, aggregate basecourse pavements, sidewalk chase drains, concrete curbs, riprap, guardrails, bollards with foundations, concrete equipment pads, flag

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DEFINITION OF CONTRACT

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poles with bases, the reinstallation of salvaged fences, and the relocation of antenna pads.

3) Division 33 – Utilities

a) The installation with trenching and backfill of the storm sewer, water main piping system, along with domestic water service components such as a shutoff valve, backflow preventer, water meter, copper piping, sanitary wastewater piping for a gravity sewer line, an onsite wastewater treatment system (OWTS) with a mounted treatment bed, a three-compartment septic tank with filter and pump, a two-compartment septic tank, insulation board for the sanitary main, the propane service line, the electric services, telephone and communication services, and the site drainage.

5.3 OPTIONAL ITEMS

A. The following are option items for consideration in a price proposal and included at contract award only if found to be in the Government best interest and if funds are available. Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interest, the Government will evaluate offers for award Purpose by adding the total price for all options to the total price for the Requirements. Evaluation of options will not obligate the Government to exercise the options. The Contracting Officer may exercise an option by written notice to the contractor within 180 calendar days after award. Any reference to optional bid items in the specifications or project plans are a reference to optional items in the Schedule of Items.

1. Optional Item No. 1 – REPLACE EXISTING SIDING TO MATCH NEW

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary to replace the existing siding with new siding.

2. Optional Item No. 2 – TWO TIER CAGE STYLE EQUIPMENT STORAGE LOCKER

SYSTEM

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary to install new two tier cage system style equipment storage lockers in demolish the existing lockers.

3. Optional Item No. 3 – HEAVY DUTY CONCRETE PAVING APRON

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary to provide heavy duty concreate paving apron in lieu of the aggregate base course (ABC) section.

4. Optional Item No. 4 – EXISTING OFFICE DEMOLITION

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary to complete demolition and site clearing of the existing office building.

5. Optional Item No. 5 – REPLACE EXISTING RADIANT HEATERS

a. Measurement: This item is measured as a lump sum quantity.

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b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary to replace the existing radiant heaters in the existing engine bays.

6. Optional Item No. 6 – ENGINE BAY ADDITION

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to not construct the new addition and any related work.

7. Optional Item No. 7 – SEWER LINE REPLACEMENT, WITH NEW PVC PIPING &

CAPPING

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the replacement of the existing residence sanitary sewer service line to the building, with new PVC piping, amd capping of the existing office sewer line.

8. Optional Item No. 8 – WINDOW GRILLES

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items includes all materials, equipment, labor and incidentals required to perform all operations necessary for the addition of window grilles to all new windows.

END OF SECTION 010250

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SUMMARY OF WORK

SECTION 011000

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT

A. Project Name: BUFFALO CREEK WORK CENTER -OFFICE AND ENGINE STORAGE

ADDITIONS

B. Architect's Name: The Abo Group, Inc..

C. Additional Project contact information is specified in Section 000103 - Project Directory.

D. The Project consists of the construction of ADDITIONS TO EXISTING ENGINE GARAGE

TO ACCOMODATE RELOCATION OF FITNESS FACILITIES AND OFFICE SPACE.

NEW ENGINE BAY WILL ALSO BE ADDED. .

1.2 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in Document 005200 - Agreement Form.

1.3 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is indicated on drawings and specified in Section 024119.

B. Scope of alterations work is indicated on drawings.

C. Plumbing: Alter existing system and add new construction, keeping existing in operation.

D. HVAC: Alter existing system and add new construction, keeping existing in operation.

E. Electrical Power and Lighting: Alter existing system and add new construction, keeping existing in operation.

F. Fire Alarm: Alter existing system and add new construction, keeping existing in operation.

G. Telephone: Alter existing system and add new construction, keeping existing in operation.

H. Security System: Alter existing system and add new construction, keeping existing in operation.

1.4 OWNER OCCUPANCY

A. Contracting Officer (CO) intends to continue to occupy adjacent portions of the existing building during the entire construction period.

B. Contracting Officer (CO) intends to occupy the Project upon Substantial Completion.

C. Cooperate with Contracting Officer (CO) to minimize conflict and to facilitate Contracting Officer (CO)'s operations.

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D. Schedule the Work to accommodate Contracting Officer (CO) occupancy.

1.5 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

1. Locate and conduct construction activities in ways that will limit disturbance to site.

B. Arrange use of site and premises to allow:

1. Contracting Officer (CO) occupancy.

C. Provide access to and from site as required by law and by Contracting Officer (CO):

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

D. Time Restrictions:

1. Limit conduct of the hours of 7:00 A.M. until 7:00 P.M. 80 dB(A), 7:00 P.M. until 7:00

A.M. of the same day of the following day 75 dB(A).Work shall not be allowed on weekends and federal holidays.

E. Utility Outages and Shutdown:

1. Limit disruption of utility services to hours the building is unoccupied.

2. Prevent accidental disruption of utility services to other facilities.

PART 2 PRODUCTS - NOT USED

END OF SECTION 011000

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PRICE AND PAYMENT

PROCEDURES

SECTION 012000

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Procedures for preparation and submittal of…