2024-10-18-ProjMan-Vol 2-Div 01-14_IFB#24-24813.pdf

24131 / Botetourt County- New Circuit Courthouse

00 0110-1 TABLE OF CONTENTS

SECTION 00 0110

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0107 – Seals Page

00 0110 - Table of Contents

00 0115 – List of Drawing Sheets

00 1113 - Advertisement for Bids (Legal Ad)

00 1116 – Invitation for Bids

00 2113 – Instruction to Bidders

00 4100 – Bid Form

00 4200 – Bid Bond

00 5200 - Agreement Form

Project Forms

00 6015 - Notice of Intent to Award

00 6016 - Notice of Award

00 6020 - Post Bid Modification

00 6025 - Notice to Proceed

00 6110 - Performance Bond

00 6120 - Labor and Materials Payment Bond

00 6200 - Payment Application

00 6250 - Affidavit of Payment of Claims

00 6300 - Change Order Summary

00 6400 - Contractor’s Certificate of Partial or Substantial Completion

00 6450 - A-E Certificate of Partial or Substantial Completion

00 6500 - Contractor’s Certificate of Final Completion

00 6550 - A-E Certificate of Final Completion

00 7200 - General Conditions

00 7300 – Supplemental Terms & Conditions

00 7400 - Owner Direct Purchase

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 - Summary

01 2000 - Price and Payment Procedures

01 2100 – Allowances

01 2200 – Unit Prices

01 3000 - Administrative Requirements

01 3216 – Construction Progress Schedule

01 3236 – Video Monitoring & Documentation

01 4000 - Quality Requirements

01 4533 – Code Required Special Inspections

01 5000 - Temporary Facilities and Controls

01 6000 - Product Requirements

01 7000 - Execution and Closeout Requirements

01 7800 - Closeout Submittals

DIVISION 02 - EXISTING CONDITIONS

00 0110-2 TABLE OF CONTENTS

02 1000 - Hazardous Materials Report - See Appendices

02 3000 - Geotechnical Report - See Appendices

02 4100 - Demolition

02 4116 - Structure Demolition

02 4213 - Reclamation of Acoustical Ceiling Panels

02 4300 – Structure Moving

DIVISION 03 – CONCRETE

03 0516 - Underslab Vapor Barrier – Stego

03 1000 - Concrete Forming and Accessories

03 2000 - Concrete Reinforcing

03 3000 - Cast-In-Place Concrete

03 4500 - Precast Architectural Concrete

DIVISION 04 - MASONRY

04 0100 – Maintenance of Masonry

04 0101 – NPS – Historic Preservation Brief

04 2200 - Concrete Unit Masonry

04 2613 - Masonry Veneer

04 4313 - Stone Masonry Veneer

04 4316 - Stone Fabrications

04 7200 - Architectural Precast

DIVISION 05 - METALS

05 1200 - Structural Steel Framing

05 1213 – Architecturally Exposed Structural Steel Framing

05 1310 - Prefabricated Cupola

05 3100 - Steel Decking

05 4000 - Cold-Formed Metal Framing

05 4400 - Cold-Formed Metal Trusses

05 5000 - Metal Fabrications

05 5113 - Metal Pan Stairs

05 5119 - Metal Grating Stairs

05 1213 – Architecturally Exposed Metal

05 5213 - Pipe and Tube Railings 05 5305 - Metal Gratings and Floor Plates

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 - Rough Carpentry

06 2000 - Finish Carpentry

06 4023 - Interior Architectural Woodwork

06 4100 - Architectural Wood Casework

06 6101 - Centrifugal Spun Cast Fiberglass Reinforced Polymer (FRP)

06 6102 - Architectural Fiberglass Cornice

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

00 0110-3 TABLE OF CONTENTS

07 1700 – Bentonite Waterproofing

07 2100 - Thermal Insulation

07 2500 - Weather Barriers

07 4113 - Metal Roof Panels

07 4213 - Metal Wall Panels

07 5300 - Elastomeric Membrane Roofing

07 6200 - Sheet Metal Flashing and Trim

07 8400 - Firestopping

07 9200 - Joint Sealants

07 9200.53 - Security Joint Sealants

DIVISION 08 - OPENINGS

08 1113 - Hollow Metal Doors and Frames

08 1113.13 – Custom Hollow Metal Doors and Frames

08 1416 - Flush Wood Doors

08 3100 - Access Doors

08 3113.53 - Security Access Doors and Frames

08 3323 - Overhead Coiling Doors

08 3463 - Detention Doors and Frames

08 4126 - All-Glass Entrances and Storefronts

08 4313 – Aluminum Framed Storefronts

08 5200 - Wood Windows

08 5659 - Service and Teller Window Units

08 7100 - Door Hardware

08 8000 – Glazing

08 8813 – Fired-Rated Glazing

08 8853 - Security Glazing

08 9580 - Exterior Foundation Vents

DIVISION 09 - FINISHES

09 0561 - Common Work Results for Flooring Preparation

09 2116 - Gypsum Board Assemblies

09 2400 - Cement Plastering – Stucco

09 2550 – Drywall Suspension System

09 3000 - Tiling

09 5100 - Acoustical Ceilings

09 5426 - Suspended Wood Ceilings

09 6500 - Resilient Flooring

09 6700 - Fluid-Applied Flooring

09 6723 - Resinous Flooring

09 6813 - Tile Carpeting

09 9113 - Exterior Painting

09 9123 - Interior Painting

00 0110-4 TABLE OF CONTENTS

DIVISION 10 - SPECIALTIES

10 1400 - Signage

10 2113.19 – (Solid) Plastic Toilet Compartments

10 2641 - Bullet Resistant Panels

10 2800 - Toilet Accessories

10 2813.63 - Detention Toilet Accessories

10 4400 - Fire Protection Specialties

10 5113 - Metal Lockers

10 5617 – Wall Mounted Standards and Shelving

10 5626 - Mobile Storage Shelving

10 5723 - Closet and Utility Shelving

10 7316.13 – Metal Canopy

10 7413 - Exterior Clocks

10 7500 - Flagpoles

10 8113 - Bird Control

DIVISION 11 - EQUIPMENT

11 1916 - Detention Gun Lockers

11 2000 – Staff Service Equipment

11 3013 - Residential Appliances

11 9814 - Detention Door Hardware

11 9899 - Security Screening Equipment

DIVISION 12 - FURNISHINGS

12 2400 - Window Shades - Mechoshade Systems

12 3600 - Countertops

12 5000 - Systems Furniture

12 5500 - Detention Furniture

12 6100 - Fixed Audience Seating

12 6713 - Pews

12 9300 - Site Furnishings

DIVISION 14 - CONVEYING EQUIPMENT

14 2116 – Vertical Wheelchair Lifts

14 2400 - Hydraulic Elevators

DIVISION 21 – FIRE SUPPRESSION

21 1000 – Water-Based Fire Suppression

21 2200 - Clean Agent Fire Suppression System

DIVISION 22 – PLUMBING

22 0517 - Sleeves and Sleeve Seals for Plumbing Piping

22 0518 - Escutcheons for Plumbing Piping

22 0519 - Meters and Gages for Plumbing Piping

22 0523.14 - Check Valves for Plumbing

00 0110-5 TABLE OF CONTENTS

22 0529 - Hangers and Supports for Plumbing Piping and Equipment

22 0553 - Identification for Plumbing Piping and Equipment

22 0719 - Plumbing Piping Insulation

22 1113 - Facility Water Distribution Piping

22 1116 - Domestic Water Piping

22 1119 - Domestic Water Piping Specialties

22 1123 - Facility Natural-Gas Piping

22 1313 - Facility Sanitary Sewers

22 1316 - Sanitary Waste and Vent Piping

22 1414 - Storm Drainage Piping

22 1423 - Storm Drainage Piping Specialties

DIVISION 23 – HEATING, VENTING AND AIR CONDITIONING

23 0513 - Common Motor Requirements for HVAC Equipment

23 0517 - Sleeves and Sleeve Seals for HVAC Piping

23 0518 - Escutcheons for HVAC Piping

23 0519 - Meters and Gauges for HVAC Piping

23 0523.12 - Ball Valves for HVAC Piping

23 0523.13 - Butterfly Valves for HVAC Piping

23 0523.14 - Check Valves for HVAC Piping

23 0529 - Hangers and Supports for HVAC Piping and Equipment

23 0548.13 - Vibration Controls for HVAC

23 0553 - Identification for HVAC Piping and Equipment

23 0566 - Antimicrobial Ultraviolet Lamp Systems for HVAC

23 0593 - Testing, Adjusting, And Balancing for HVAC

23 0713 - Duct Insulation

23 0719 - HVAC Piping Insulation

23 0923 - Direct Digital Control (DDC) System for HVAC

23 0923.11 - Control Valves

23 0923.12 - Control Dampers

23 0923.16 - Gas Instruments

23 2113 - Hydronic Piping

23 2116 - Hydronic Piping Specialties

23 2123 - Hydronic Pumps

23 2300 - Refrigerant Piping

23 2513 - Water Treatment for Closed-Loop Hydronic Systems

23 3113 - Metal Ducts

23 3300 - Air Duct Accessories

23 3346 - Flexible Ducts

23 3423 - HVAC Power Ventilators

23 3600 - Air Terminal Units

23 3713.13 - Air Diffusers

23 3713.23 - Registers and Grilles

23 3713.43 - Security Registers and Grilles

23 5216 - Condensing Boilers

23 6313 - Air-Cooled Refrigerant Condensers

23 6423.13 - Air-Cooled, Scroll Water Chillers

23 7313.16 - Indoor, Semi-Custom Air-Handling Units

00 0110-6 TABLE OF CONTENTS

23 7343.16 - Outdoor, Semi-Custom Air-Handling Units

23 8126 - Split-System Air-Conditioners

23 8239.16 - Propeller Unit Heaters

23 8239.19 - Wall and Ceiling Unit Heaters

23 9116 – Operable Wall Louvers

DIVISION 26 – ELECTRICAL

26 0519 - Low-Voltage Electrical Power Conductors and Cables

26 0526 - Grounding and Bonding for Electrical Systems

26 0529 - Hangers and Supports for Electrical Systems

26 0533 - Raceway and Boxes for Electrical Systems

26 0553 - Identification for Electrical Systems

26 0573.13 - Short-Circuit Studies

26 0573.16 - Coordination Studies

26 0573.19 - Arc-Flash Hazard Analysis

23 0943.13 – Digital-Networking Lighting Controls

26 2213 - Low-Voltage Distribution Transformers

26 2413 - Switchboards

26 2416 - Panelboards

26 2726 - Wiring Devices

26 2733 - Power Distribution Units

26 2813 - Fuses

26 2816 - Enclosed Switches and Circuit Breakers

26 2923 – Variable-Frequency Motor Controllers

26 3213.16 - Gas-Engine-Driven Generator Sets

26 3353 - Static Uninterruptible Power Supply

26 3600 - Transfer Switches

26 4113 - Lightning Protection for Structures

26 4313 - Surge Protection for Low-Voltage Electrical Power Circuits

26 5119 - Led Interior Lighting

26 5213 - Emergency and Exit Lighting

26 5613 - Lighting Poles and Standards

26 5619 - Led Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 0526 - Grounding and Bonding for Communication Systems

27 0528 - Pathways for Communications Systems

27 1100 - Communication Equipment Room Fittings

27 1300 - Communication Backbone Cabling

27 1500 - Communications Horizontal Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 0699 - Integrated Security System

28 2300 - Video Surveillance

28 4621.11 – Addressable Fire-Alarm Systems

28 4700 – Mass Notification

00 0110-7 TABLE OF CONTENTS

DIVISION 31 – EARTHWORK

31 1000 - Site Clearing

31 2000 - Earth Moving

31 2319 – Dewatering

31 5000 – Excavation Support and Protection

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 1216 - Asphalt Paving

32 1313 - Concrete Paving

32 1373 - Concrete Paving Joint Sealants

32 1400 - Unit Paving

32 1713 - Parking Bumpers

32 1723 - Pavement Markings

32 1726 - Tactile Warning Surfacing

32 3100 – Telescoping Security Gate

32 3119 – Decorative Metal Fences and Gates

32 3300 - Detention Benches

32 9110 - Soil Preparation

32 9200 - Turf and Grasses

32 9300 - Plants

DIVISION 33 – UTILITIES

33 4100 - Storm Utility Drainage Piping

33 4600 – Subdrainage

APPENDICES

Appendix A.1 - Community Center Bld Hazmat Survey Report Appendix

Appendix A.2 - Courthouse Building Hazmat Survey Report Appendix

Appendix A.3 - Law Office Museum Bld Hazmat Survey Report

Appendix A.4 - Old Public Works Dodd Bld Hazmat Survey Report

Appendix B.1 - Botetourt County Community Building and Old Public Works/Dodd Building - Asbestos Abatement Design Plan

Appendix B.2 - Botetourt County Courthouse - Asbestos Abatement Design Plan

Appendix C.1 - Community Center Building-Lead and OHM Management and Remediation Specification

Appendix C.2 - Courthouse-Lead and OHM Management and Remediation Specification

Appendix C.3 - Law Office Museum Building-Lead and OHM Management and Remediation Specification

Appendix C.4 - Old Public Works Dodd Building-Lead and OHM Management and Remediation Specification Appendix D: Geotechnical Investigative Report.

END OF SECTION

24131 / Botetourt County -

01 1000 - 1 Summary

SECTION 01 1000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: Botetourt County New Circuit Courthouse

B. Owner's Name: Botetourt County.

C. Architect's Name: Architectural Partners, PC.

D. The project shall consist of the demolition of the current courthouse building, the community building, and the "old" public works building.

E. On the Courthouse Square, existing utilities including power, fiber, gas, water, and sewer will be relocated/rerouted. Grading/rock removal and portion of a concrete retaining wall will be installed to create a location for a new parking lot and a relocated historic law office/hotel building (the “LOH”).

F. Prior to relocation of the historic building, the proposed foundation will need to be dug in accordance with requirements of the building relocation subcontractor prequalified by the County. In addition, a temporary road must be constructed in accordance with requirements of the building relocation subcontractor.

1. The two story LOH will be prepared and relocated on the existing Courthouse Square.

Botetourt County has already prequalified a building relocation contractor who will be utilized within the selected general contractor’s team. Once the building is relocated, a new masonry foundation will be installed.

2. In addition to relocating the LOH, a historic monument and related artifacts will also be relocated by the same prequalified building relocation subcontractor.

G. Limited area sitework, landscaping (including hardscaping), fencing, parking lighting, and other site preparation for construction is part of this work.

H. A new courthouse building will be built on the demolished courthouse site where the new front facade and front wing will match that of old demolished courthouse. The new building will consist of two stories and a basement level with a total floor area of approximately 40,420 s.f.

The basement level will be separated where the judge’s secured parking entrance will be located on the rear (north) side along with the sally port and secured detainee holding area.

The remaining basement area will be for mechanical equipment. The first floor will serve as the public entry where half of the building will serve as the Clerk's Office and the other half will serve as the office for the Commonwealth Attorney. The second floor will contain the Hearing Courtroom and the Jury Trial Courtroom with public waiting area in the front of the building and the judge’s chambers to the rear of the court rooms. The three levels will have two CMU enclosed stairs and three CMU enclosed elevators. Two elevators will serve all three levels, while one will only stop at the basement and second floor to be used for detainee transfer. The sub-structure and super-structure will be a combination of concrete, CMU, and steel frame construction. The building envelope will be finished with stone, brick veneer, aluminum clad windows, hollow metal framed doors, fiberglass reinforce polymer columns and trim, metal railings, pitched metal roofing, and low sloped EPDM rubber roofing. The basement level interior will consist of concrete slab on grade, CMU wall partitions, and metal stud walls w/ GWB finish, hollow metal framed openings, and acoustic ceiling tile ceilings (secured in detainee area). Specific secure areas will be protected with ballistic panels. The first level interior will be finished with elevated concrete slabs with terrazzo, porcelain tile, luxury vinyl tile, and carpet tile floors; metal stud walls finished with GWB, wood trim or paneling, and ceramic tile; ceilings will be finished with GWB and acoustic ceiling tile. The building will be equipped with a automatic fire sprinkler and security system. The Contractor shall provide all necessary superintendence, materials,* labor, and components required for the project construction and competition is accordance with the Invitation for Bids, the Project Manual (including Instructions to Bidders), and the Drawings, as designed by Architectural Partners, are available digitally upon request.

01 1000 - 2 Summary

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a lump sum price.

1.03 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is indicated on drawings .

B. Owner will remove the following items before start of work:

1. Furniture and equipment as selected by the Owner for salvage .

C. Contractor shall remove and deliver the following to Owner prior to start of work:

1. See Section 02-4100 Paragraph 3.04 .

D. Contractor shall remove and store the following prior to start of work, for later reinstallation by Contractor:

1. See Section 02-4100 Paragraph 3.04 .

1.04 WORK BY OWNER

A. Owner will supply and Owner's Vendor will install the following equipment; General Contractor will coordinate with Owner's Vendor for delivery and installation:

1. Full Size Refrigerator .

2. Undercounter Refrigerator .

3. 2 Burner Range Top .

4. 4 Burner Range Top.

5. [Microwave].

6. [Keurig].

7. [TV Monitors].

1.05 OWNER OCCUPANCY

A. Continued use of adjacent buildings: ODC, Law Office & Hotel (after building relocation), VPI Extension, and Old Jail.

B. Cooperate and communicate in advance with Owner to minimize conflict and to facilitate Owner 's operations.

1.06 CONTRACTOR USE OF SITE AND PREMISES

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

B. Provide access to and from site as required by law and by Owner:

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.

3. Limits of construction, construction entrance, parking and access are indicated.

C. Time Restrictions:

1. Limit conduct of especially noisy (ie. jack hammer) work to the periods of 7am to 7pm M-F unless approved otherwise.

D. Utility Outages and Shutdown:

1. Limit disruption of utility services. Any disruption of services which will impact the Owner must have prior approval of a date and time from the Owner.

1.07 WORK SEQUENCE (POSSIBLE)

A. Construct Work in phases during the construction period:

1. Contractor may choose to temporarily occupy Dodd Building (30 W BACK ST, FINCASTLE, VA 24090) as site office near intersection of Botetourt Rd, (Rt. 220 & Back St.).

2. Demolish Fire Station / Community Building (Southeast Corner of Site) & Dodd Building if not used by GC.

01 1000 - 3 Summary

3. Construct Retaining Wall(s) just west of the existing Old Jail Building.

4. Restore Brick of Law Office & Hotel/ Prepare for move (move road).

5. Move Law Office & Hotel.

6. Install new foundation at new location for Law Office & Hotel.

7. Grade Site.

8. Move Monuments.

9. Construct Upper Parking Lot west of the ODC.

10. Construct site hardscapes and install site lighting.

11. Move remaining Clerk of The Court Files.

12. Salvage items specified in Section 02 4100 - Demolition to secure and protect for reinstallation.

13. Demolish Circuit Courthouse and North Parkng Lot.

14. Construct New Circuit Courthouse.

15. Move Clerk of The Court and Files from Temporary Offsite / Onsite location(s) into New

Circuit Courthouse.

16. Demolish Community Building.

17. Construct Lower retaining wall and remaining upper retaining wall.

18. Grade site.

19. Install lower parking lot and remaining site hardscape.

20. Install all site amenities.

END OF SECTION 01 1000

01 2000 - 1 Price and Payment Procedures

SECTION 01 2000

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Sum and Contract Time.

C. Change procedures.

D. Correlation of Contractor submittals based on changes.

E. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

A. Section 00 5000 - Contracting Forms and Supplements: Forms to be used.

B. Section 00 5200 - Agreement Form: Contract Sum, retainages, payment period.

1.03 SCHEDULE OF VALUES

A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Architect for approval.

B. Forms filled out by hand will not be accepted.

C. Submit Schedule of Values within 15 days after date of Owner-Contractor Agreement.

D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization.

E. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item.

F. Include separately from each line item, a direct proportional amount of Contractor's overhead and profit.

G. Revise schedule to list approved Change Orders, with each Application For Payment.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

C. Forms filled out by hand will not be accepted.

D. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Authorized Change Orders.

7. Total Completed and Stored to Date of Application.

8. Percentage of Completion.

9. Balance to Finish.

10. Retainage.

E. Execute certification by signature of authorized officer.

F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.

01 2000 - 2 Price and Payment Procedures

H. Submit one electronic copy of each Application for Payment.

I. Include the following with the application:

1. Transmittal letter as specified for submittals in Section 01 3000.

2. Partial release of liens from major subcontractors and vendors.

3. Affidavits attesting to off-site stored products.

J. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

1.05 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor.

B. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.

2. Promptly execute the change.

C. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation.

Document any requested substitutions in accordance with Section 01 6000.

D. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

E. Substantiation of Costs: Provide full information required for evaluation.

1. On request, provide the following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time.

e. Credit for deletions from Contract, similarly documented.

2. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

F. Execution of Change Orders: Contractor will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

G. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

H. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 01 7000.

2. All related conditions as stated in Section 00 2113 and 00 7200.

END OF SECTION 01 2000

01 2100 - 1 Allowances

SECTION 01 2100

ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Cash allowances.

B. Contingency allowance.

C. Payment and modification procedures relating to allowances.

1.02 RELATED REQUIREMENTS

A. Section 01 2000 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 CASH ALLOWANCES

A. Costs Included in Cash Allowances: Cost of product to Contractor or subcontractor, less applicable trade discounts, less cost of delivery to site.Unless indicated otherwise in the Allowance Schedule.

B. Costs Not Included in Cash Allowances: Product delivery to site and handling at the site, including unloading, uncrating, and storage; protection of products from elements and from damage; and labor for installation and finishing. Unless indicated otherwise in the Allowance Schedule .

C. Architect Responsibilities:

1. Consult with Contractor for consideration and selection of products, suppliers , and installers.

D. Contractor Responsibilities:

1. Assist Architect in selection of products, suppliers , and installers.

2. Obtain proposals from suppliers and installers and offer recommendations.

3. On notification of which products have been selected, execute purchase agreement with designated supplier and installer.

4. Arrange for and process shop drawings, product data, and samples. Arrange for delivery.

5. Promptly inspect products upon delivery for completeness, damage, and defects. Submit claims for transportation damage.

1.04 CONTINGENCY ALLOWANCE

A. Contractor Responsibilities:

1. Obtain requests for consideration of additional costs from suppliers and installers and submit a formalized request.

2. Arrange for and process documentation for material cost increase requests. Arrange for explanation to the Architect.

B. C. Architect Responsibilities:

1. Consult with Contractor and review material cost increase requests for approval by the

Owner

2. Consult with the Owner and make recommendations regarding approval of justifiable cost increases.

C. If an Owner approved, increased material costs exceed the Contingency Allowance, it may (at the Owner’s discretion, be adjusted by Change Order.

D. Contractor's costs for processing, delivery, installation, labor, insurance, payroll, taxes, bonding, equipment rental, overhead and profit are NOT to be included in requests authorizing expenditure of funds from this Contingency Allowance.

E. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by Change Order.

01 2100 - 2 Allowances

1.05 ALLOWANCES SCHEDULE

A. Section 040200 - Unit Masonry - Brick: Include an allowance of $800 per 1000 including delivery.

B. Section 07 4113 - Metal Roof Panels: Include an allowanace of $20,000 for the repair of the rear metal roof on the Law Office/Hotel as directed by the architect.

C. Contingency Allowance: Include the stipulated sum/price of $650,000 for use upon Owner's instructions.

D. Project Sign: Include the stipulated sum of $1500 for purchase ,delivery and installation of project sign for project title, information and contacts .

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION 01 2100

01 2200 - 1 Unit Prices

SECTION 01 2200

UNIT PRICES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.

1.02 COSTS INCLUDED

A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit.

1.03 UNIT QUANTITIES SPECIFIED

A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements of actual Work will determine the payment amount.

1.04 SCHEDULE OF UNIT PRICES

A. Item 1 : Rock excavation in Trenches – Removal of rock in trenches, disposal off site and backfill with stone compacted per specifications.; Section 31 2000 Earth Moving.

1. Unit of Measurement: Cubic yard of material.

B. Item 2 : Rock excavation in Bulk – Removal of rock in bulk, disposal off site and backfill with engineered fill compacted per specifications.; Section 31 2000 Earth Moving.

1. Unit of Measurement: Cubic yard of material.

C. Item 3: Excavation of unsuitable material in Bulk – Removal of unsuitable material in bulk, disposal off site and backfill with engineered fill compacted per specifications.; Section 31 2000 Earth Moving.

1. Unit of Measurement: Cubic yard of material.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION 01 2200

01 3000 - 1 Administrative Requirements

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

B. Electronic document submittal service.

C. Preconstruction meeting.

D. Site mobilization meeting.

E. Progress meetings.

F. Construction progress schedule.

G. Submittals for review, information, and project closeout.

H. Number of copies of submittals.

I. Requests for Information (RFI) procedures.

J. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements.

B. Section 01 7800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.

1.03 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Section 01 7000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Architect:

1. Requests for Information (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

1.04 PROJECT COORDINATOR

A. Project Coordinator : Owner Representative .

B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordinator.

D. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. Responsibility for providing temporary utilities and construction facilities is identified in Section 01 1000 - Summary.

01 3000 - 2 Administrative Requirements

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic (PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via an Internet-based submittal service that receives, logs and stores documents, provides electronic stamping and signatures, and notifies addressees via email.

1. Besides submittals for review, information, and closeout, this procedure applies to

Requests for Information (RFIs), progress documentation, contract modification documents (e.g. supplementary instructions, change proposals, change orders), applications for payment, field reports and meeting minutes, Contractor 's correction punchlist, and any other document any participant wishes to make part of the project record.

2. Contractor and Architect are required to use this service.

3. It is Contractor's responsibility to submit documents in allowable format.

4. Subcontractors, suppliers, and Architect 's consultants are to be permitted to use the service at no extra charge.

5. Users of the service need an email address, internet access, and PDF review software that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such software capability is provided by the service provider.

6. Paper document transmittals will not be reviewed; emailed electronic documents will not be reviewed.

7. All other specified submittal and document transmission procedures apply, except that electronic document requirements do not apply to samples or color selection charts.

B. Cost: The cost of the service is to be paid by Contractor; include the cost of the service in the Contract Sum.

C. Submittal Service: Use one of the following:

1. Procore: www.https://www.procore.com/project-management.

2. Newforma ConstructEx: www.https://www.newforma.com/newforma-constructex/.

D. Training: One, one-hour, web-based training session will be arranged for all participants, with representatives of Architect and Contractor participating; further training is the responsibility of the user of the service.

1. Representatives of Owner are scheduled and included in this training.

E. Project Closeout: Architect will determine when to terminate the service for the project and is responsible for obtaining archive copies of files for Owner.

3.02 PRECONSTRUCTION MEETING

A. Architect will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

4. Engineers.

C. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors, list of products, schedule of values, and progress schedule.

5. Submission of initial Submittal schedule.

6. Designation of personnel representing the parties to Contract .

01 3000 - 3 Administrative Requirements

7. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

8. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with digital copies to Architect , Owner , participants, and those affected by decisions made.

3.03 SITE MOBILIZATION MEETING

A. Schedule meeting at the Project site prior to Contractor occupancy.

B. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's superintendent.

5. Major subcontractors.

C. Agenda:

1. Use of premises by Owner and Contractor.

2. Owner's requirements.

3. Construction facilities and controls provided by Owner.

4. Temporary utilities provided by Owner.

5. Survey and building layout.

6. Security and housekeeping procedures.

7. Schedules.

8. Application for payment procedures.

9. Procedures for testing.

10. Procedures for maintaining record documents.

11. Requirements for start-up of equipment.

12. Inspection and acceptance of equipment put into service during construction period.

D. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made.

3.04 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. Additional meetings will be scheduled to suit the progress of work and the up coming tasks that may required special consideration.

B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required: Job superintendent, major Subcontractors and suppliers (as applicable), Owner , Architect , as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress.

3. Field observations, problems, and decisions.

4. Identification of problems that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of RFIs log and status of responses.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Maintenance of quality and work standards.

11. Coordination and scheduling of work to be installed by Owner.

12. Coordination and scheduling of work covered by Allowances.

13. Effect of proposed changes on progress schedule and coordination.

14. Other business relating to work.

01 3000 - 4 Administrative Requirements

E. Record minutes and distribute copies within two days after meeting to participants, with one copies to Architect, Owner, participants, and those affected by decisions made.

3.05 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 01 3216

A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of work, with a general outline for remainder of work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 10 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

D. Within 10 days after joint review, submit complete schedule.

E. Submit updated schedule with each Application for Payment.

3.06 REQUESTS FOR INFORMATION (RFI)

A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of Contract

Documents arising from inability to determine from them the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of work is described differently at more than one place in Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.

B. Whenever possible, request clarifications at the next appropriate project progress meeting, with response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.

C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause for claiming additional costs or delays in execution of the work.

1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/or materials suppliers.

b. Do not forward requests which solely require internal coordination between subcontractors.

2. Prepare using an electronic version of the form appended to this section.

3. Prepare using software provided by the Electronic Document Submittal Service.

4. Combine RFI and its attachments into a single electronic file. PDF format is preferred.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents to confirm that information sufficient for their interpretation is definitely not included.

1. Include in each request Contractor's signature attesting to good faith effort to determine from Contract Documents information requiring interpretation.

2. Improper RFIs: Requests not prepared in compliance with requirements of this section, and/or missing key information required to render an actionable response. They will be returned without a response, with an explanatory notation.

3. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonably inferable from, Contract Documents, with no additional input required to clarify the question. They will be returned without a response, with an explanatory notation.

a. The Owner reserves the right to assess the Contractor for the costs (on time-and-materials basis) incurred by the Architect, and any of its consultants, due to processing of such RFIs.

E. Content: Include identifiers necessary for tracking the status of each RFI, and information necessary to provide an actionable response.

1. Official Project name and number, and any additional required identifiers established in

Contract Documents.

2. Owner's, Architect's, and Contractor's names.

3. Discrete and consecutive RFI number, and descriptive subject/title.

4. Issue date, and requested reply date.

01 3000 - 5 Administrative Requirements

5. Reference to particular Contract Document(s) requiring additional information/interpretation. Identify pertinent drawing and detail number and/or specification section number, title, and paragraph(s).

6. Annotations: Field dimensions and/or description of conditions which have engendered the request.

7. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is required in cases where clarification of coordination issues is involved, for example;

routing, clearances, and/or specific locations of work shown diagrammatically in Contract Documents. If applicable, state the likely impact of the suggested resolution on Contract Time or the Contract Sum.

F. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, and other information necessary to substantiate the reason for the request.

G. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.

1. Indicate current status of every RFI. Update log promptly and on a regular basis.

2. Note dates of when each request is made, and when a response is received.

H. Review Time: Architect will respond and return RFIs to Contractor within seven calendar days of receipt. For the purpose of establishing the start of the mandated response period, RFIs received after 12:00 noon will be considered as having been received on the following regular working day.

1. Response period may be shortened or lengthened for specific items, subject to mutual agreement, and recorded in a timely manner in progress meeting minutes.

I. Responses: Content of answered RFIs will not constitute in any manner a directive or authorization to perform extra work or delay the project. If in Contractor's belief it is likely to lead to a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and follow up with an appropriate Change Order request to Owner.

1. Response may include a request for additional information, in which case the original RFI will be deemed as having been answered, and an amended one is to be issued forthwith.

Identify the amended RFI with an R suffix to the original number.

2. Do not extend applicability of a response to specific item to encompass other similar conditions, unless specifically so noted in the response.

3. Upon receipt of a response, promptly review and distribute it to all affected parties, and update the RFI Log.

4. Notify Architect within seven calendar days if an additional or corrected response is required by submitting an amended version of the original RFI, identified as specified above.

3.07 SUBMITTAL SCHEDULE

A. Submit to Architect for review a schedule for submittals in tabular format.

1. Submit at the same time as the preliminary schedule specified in Section - 01 3216 -

Construction Progress Schedule.

2. Coordinate with Contractor's construction schedule and schedule of values.

3. Format schedule to allow tracking of status of submittals throughout duration of construction.

4. Arrange information to include scheduled date for initial submittal, specification number and title, submittal category (for review or for information), description of item of work covered, and role and name of subcontractor.

5. Account for time required for preparation, review, manufacturing, fabrication and delivery when establishing submittal delivery and review deadline dates.

a. For assemblies, equipment, systems comprised of multiple components and/or requiring detailed coordination with other work, allow for additional time to make corrections or revisions to initial submittals, and time for their review.

3.08 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

01 3000 - 6 Administrative Requirements

2. Shop drawings.

3. Samples for selection.

4. Samples for verification.

B. Submit to Architect for review for the limited purpose of checking for compliance with information given and the design concept expressed in Contract Documents.

C. Samples will be reviewed for aesthetic, color, or finish selection.

1. Where a color selection is required submit either:

a. Actual samples of the colors to be selected from on the specified substraight.

b. Or original color charts from the manufacturer. Color charts printed from web sites will not be accepted.

D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - Closeout Submittals.

3.09 SUBMITTALS FOR INFORMATION

A. When the following are specified in individual sections, submit them for information:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types indicated.

B. Submit for Architect's knowledge as contract administrator or for Owner.

3.10 SUBMITTALS FOR PROJECT CLOSEOUT

A. Submit Correction Punch List for Substantial Completion.

B. Submit Final Correction Punch List for Final Completion.

C. When the following are specified in individual sections, submit them at project closeout in compliance with requirements of Section 01 7800 - Closeout Submittals:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Other types as indicated.

D. Submit for Owner's benefit during and after project completion.

3.11 NUMBER OF COPIES OF SUBMITTALS

A. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.

B. Extra Copies at Project Closeout: See Section 01 7800.

C. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

3.12 SUBMITTAL PROCEDURES

A. General Requirements:

1. Use a separate transmittal for each item.

2. Submit separate packages of submittals for review and submittals for information, when included in the same specification section.

B. Samples Procedures:

1. Transmit related items together as single package.

01 3000 - 7 Administrative Requirements

2. Identify each item to allow review for applicability in relation to shop drawings showing installation locations.

C. Shop Drawing Procedures:

1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting the

Contract Documents and coordinating related Work.

2. Generic, non-project specific information and/or duplications of construction drawings, details or specifcations, do not meet the requirements for shop drawings.

D. Transmit each submittal with a copy of approved submittal form. Each submittal is to be comprised of material relating to no more than one specification section. Submittal numbers are to coordinate with the specification section they reference.

E. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

1. Identify: Utilize the same CSI Sections Numbers as used in this project specifications.

F. Identify Project, Contractor , Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

G. Apply Contractor 's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.

1. Submittals which have not been reviewed, stamped and signed by the Contractor will not be reviewed by the Architect, but will be returned "Rejected", with no reduction of the allowed 15 day review period.

H. Upload submittals in electronic form to Electronic Document Submittal Service website.

I. Schedule submittals to expedite the Project, and coordinate submission of related items.

J. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor .

K. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.

L. Provide space for Contractor and Architect review stamps.

M. When revised for resubmission, identify all changes made since previous submission.

N. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

O. Submittals not requested will not be recognized or processed.

3.13 SUBMITTAL REVIEW

A. Submittals for Review: Architect will review each submittal, and approve, or take other appropriate action.

B. Submittals for Information: Architect will acknowledge receipt and review. See below for actions to be taken .

C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on electronic submittals.

D. Transmit all submittals for exterior finish materials to the Architect concurrently. The Architect will not review submittals for exterior finish materials, or make selections, until all submittals for exterior finish materials have been transmitted and received.

E. Transmit all submittals for interior finish materials to the Architect concurrently. The Architect will not review submittals for interior finish materials, or make selections, until all submittals for interior finish materials have been transmitted and received.

END OF SECTION 01 3000

01 3216 - 1 Construction Progress Schedule

SECTION 01 3216

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule, bar chart type.

1.02 RELATED SECTIONS

A. Section 01 1000 - Summary: Work sequence.

1.03 SUBMITTALS

A. Within 10 days after date of Agreement , submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work .

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

E. Submit in PDF format.

F. Submit under transmittal letter form specified in Section 01 3000 - Administrative Requirements.

1.04 QUALITY ASSURANCE

A. Scheduler: Contractor's personnel or specialist Consultant specializing in CPM scheduling with one years minimum experience in scheduling construction work of a complexity comparable to this Project, and having use of computer facilities capable of delivering a detailed graphic printout within 48 hours of request.

1.05…