13-IFB 26-1-24600R1 Vol 5A Project Manual.pdf

PROJECT MANUAL

MCT ALTON DRIVER RELIEF FACILITY

ALTON, ILLINOIS

MCT Project No. 26-1-24600R1

OWNER:

Madison County Mass Transit District

1 Transit Way

Pontoon Beach, IL 62040

ISSUE FOR RE-BID – OCTOBER 28TH, 2026

BY:

MCT ALTON DRIVER RELIEF STATION AAIC 2024-019

ISSUED FOR BID January 15, 2026

TOC 00 00 01 - 1

MADISON COUNTY TRANSIT

AAIC Inc.

15 E. Washington St.

Belleville, IL 62220 618-345-1270

PROJECT MANUAL FOR: MCT Alton Driver Relief Facility 600 Piasa St., Alton, IL 62002

DATE: 10/28/2026 – ISSUED FOR BID

Section Section Section Number Name Number

DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACTING REQUIREMENTS

00 01 07 Seals Page 00 01 07-1-1 00 01 15 List of Drawings 00 01 15-1-2

DIVISION 1 - GENERAL REQUIREMENTS

01 10 00 Summary 01 10 00-1-4 01 21 00 Allowances 01 21 00-1-3 01 25 00 Substitution Procedures 01 25 00-1-4 01 26 00 Contract Modifications Procedures 01 26 00-1-3 01 29 00 Payment Procedures 01 29 00-1-5 01 31 00 Project Management and Coordination 01 31 00-1-8 01 32 00 Construction Progress Documentation 01 32 00-1-6 01 32 33 Photographic Documentation 01 32 33-1-5 01 33 00 Submittal Procedures 01 33 00-1-9 01 40 00 Quality Requirements 01 40 00-1-8 01 42 00 References 01 42 00-1-5 01 50 01 Temporary Controls 01 50 01-1-5 01 52 01 Construction Facilities 01 52 00-1-3 01 55 13 Temporary Access Roads 01 55 01-1-2 01 55 16 Haul Routes 01 55 16-1-1 01 55 26 Traffic Control 01 55 26-1-5 01 60 00 Product Requirements 01 60 00-1-5 01 66 19 Product Storage and Handling Requirements 01 66 19-1-2 01 73 00 Execution 01 73 00-1-6 01 74 19 Construction Waste Management & Disposal 01 74 19-1-3 01 77 00 Closeout Procedures 01 77 00-1-6 01 78 23 Operation and Maintenance Data 01 78 23-1-8 01 78 39 Project Record Documents 01 78 39-1-5 01 79 00 Demonstration and Training 01 79 00-1-6 01 91 01 Commissioning 01 91 01-1-4

DIVISION 2 – EXISTING CONDITIONS

TOC 00 00 01 - 2

02 41 13 Selective Site Demolition 02 41 13-1-5

DIVISION 3 – CONCRETE

03 10 00 Concrete Formwork 03 10 00-1-5 03 20 00 Concrete Reinforcement 03 20 00-1-4 03 30 00 Cast-In-Place Concrete 03 30 00-1-9 03 30 53 Misc. Cast-In-Place Concrete 03 30 53-1-5

DIVISION 4 – MORTAR

04 05 03 Masonry Mortar and Grouting 04 05 13-1- 4 04 20 19 Veneer Unit Masonry 04 20 19-1-7 04 22 00 Concrete Unit Masonry 04 22 00-1-15 04 23 00 Glass Unit Masonry 04 23 00-1-5 04 70 00 Cast Stone Masonry Units 04 70 00-1-7

DIVISION 5 – METALS

05 10 00 Structural Metal Framing 05 10 00-1-7 05 44 00 Cold Formed Metal Trusses 05 40 00-1-6 05 52 13 Pipe and Tube Railings 05 52 13-1-7

DIVISION 6 – WOODS AND PLASTICS

06 10 00 Rough Carpentry 06 10 00-1-4 06 16 00 Sheathing 06 16 00-1-3 06 41 16 Plastic Laminate Faced Arch. Cabinets 06 40 23-1-5

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07 21 00 Thermal Insulation 07 21 00-1- 4 07 31 26 Slate Shingles 07 31 26-1-10 07 62 00 Sheet Metal Flashing and Trim 07 62 00-1-12 07 71 00 Roof Specialties 07 71 00-1-8 07 72 00 Roof Accessories 07 72 00-1-10 07 72 53 Snow Guards 07 72 53-1-2 07 92 00 Joint Sealants 07 92 00-1-11

DIVISION 8 – OPENINGS

08 12 14 Standard Steel Frames 08 12 14-1-4 08 13 14 Standard Steel Doors 08 11 14-1-4 08 71 00 Door Hardware 08 71 00-1-15 08 91 19 Fixed Louvers 08 91 19-1-6

DIVISION 9 - FINISHES

09 29 00 Gypsum Board Assemblies 09 29 00-1-5 09 51 13 Acoustical Ceilings 09 51 13-1-6 09 65 13 Resilient Wall Base 09 65 13-1-5 09 67 00 Fluid-Applied Flooring 09 67 00-1-5 09 90 00 Painting and Coating 09 90 00-1-8

TOC 00 00 01 - 3

DIVISION 10 - SPECIALTIES

10 14 23 Panel Signage 10 14 23-1-4 10 52 30 Fire Extinguishers and Cabinets 10 52 30-1-3

DIVISION 11 – EQUIPMENT

11 30 13 Residential Appliances 11 30 13-1-5

DIVISION 12 – FURNISHINGS

12 30 40 General Casework 12 30 40-1-7 12 36 16 Metal Countertops 12 36 16-1-3

DIVISION 13 – SPECIAL CONSTRUCTION

DIVISION 14 – CONVEYING EQUIPMENT - NONE

DIVISION 21 – FIRE SUPPRESSION - NONE

DIVISION 22 – PLUMBING

22 01 00 Basic Plumbing Requirements 22 01 00-1-5 22 05 00 Basic Plumbing Materials and Methods 22 05 00-1-14 22 05 23 Valves for Plumbing Work 22 05 23-1-6 22 07 00 Plumbing Insulation 22 07 00-1-14 22 11 13 Natural Gas Piping 22 11 13-1-9 22 11 16 Domestic Water Piping 22 11 16-1-9 22 11 19 Domestic Water Piping Schedules 22 11 19-1-7 22 13 16 Sanitary Waste and Vent Piping 22 13 16-1-11 22 13 19 Sanitary Waste Vent Specialties 22 13 19-1-7 22 43 00 Plumbing Fixtures 22 43 00-1-4 22 47 13 Drinking Fountain 22 47 13-1-3

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING (HVAC)

23 05 13 Common Motor Requirements for HVAC Equipment 23 05 13-1-3 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 05 93-1-14 23 07 13 Duct Insulation 23 07 13-1-18 23 07 19 HVAC Piping Insulation 23 07 19-1-10 23 23 00 Refrigerant Piping 23 23 00-1-12 23 31 13 Metal Ducts 23 31 13-1-8 23 33 00 Air Duct Accessories 23 33 00-1-10 23 33 46 Flexible Ducts 23 33 46-1-3 23 34 23 HVAC Power Ventilators 23 34 23-1-5 23 37 13 Diffusers, Registers, and Grilles 23 37 13-1-4 23 54 00 Gas Fired Furnaces 23 54 00-1-5

DIVISION 26 – ELECTRICAL

26 05 19 Building Wire and Cable 26 05 19-1-5 26 05 26 Grounding and Bonding 26 05 26-1-2 26 05 29 Supporting Devices 26 05 29-1-2 26 05 33 Conduit 26 05 33-1-6 26 05 34 Boxes 26 05 34-1-4

TOC 00 00 01 - 4

26 05 53 Electrical Identification 26 05 53-1-3 26 09 23 Lighting Control Devices 26 09 23-1-11 26 27 26 Wiring Devices 26 27 26-1-5 26 51 00 Luminaires 26 51 00-1-4 26 61 00 Testing 26 61 00-1-2

DIVISION 27 – COMMUNICATIONS

27 10 00 Building Telecommunications Cabling System 27 10 00-1-10 27 11 00 Communications Raceway System 27 11 00-1-2

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 13 00 Access Control System 28 13 00-1-17 28 23 00 Video Surveillance and Recording Systems 28 23 00-1-16

DIVISION 31 – EARTH WORK

31 00 00 Earthwork 31 00 00-1-11 31 10 00 Site Preparation 31 10 00-1-6 31 22 19 Finish Grading 31 22 19-1-3 31 23 33 Trenching and Backfilling 31 23 33-1-7 31 25 00 Erosion Sediment and Dust Control 31 25 00-1-4

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 Aggregate Base Course 32 11 23-1-4 32 13 13 Portland Cement Concrete Paving 32 13 13-1-13 32 14 13 Precast Concrete Units 32 14 13-1-4 32 16 00 Concrete Curbs Gutters & Sidewalks 32 16 00-1-4 32 17 23 Paint Pavement Markings 32 17 23-1-6 32 80 00 Irrigation 32 80 00-1-4 32 93 00 Plants 32 93 00-1-6

DIVISION 33 – UTILITIES

33 40 00 Storm Sewer System 33 40 00-1-12

END OF TOC

SEALS PAGE 00 01 07 - 1

SECTION 00 01 07 - SEALS PAGE

PART 1 - Seals Page

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect: AAIC inc.

1. Grant D. Ramsey

2. 001.023293

3. Responsible for Divisions 04, 05, 06, 07, 08, 09, 10, 11, 12, 32 93 00, 32 80 00

B. Civil Engineer: Juneau Associates, INC.

1. Brian F. Kulick

2. 62-049936

3. Responsible for Sections 01 50 01, 01 52 01, 01 55 13, 01 55 16, 01 55 26, 01

66 19, 02 41 13, 03 30 53, 31 00 00, 31 10 00, 31 22 19, 31 23 33, 31,25 00, 32 11 23, 32 13 13, 32 14 13, 32 16 00, 32 17 23, 33 40 00.

C. Structural Engineer: Fendrich Engineering

1. Andrew Fendrich

2. 81-005102

3. Responsible for Sections 03 10 00, 03 20 00, 03 33 00, 05 10 00.

D. Plumbing Engineer: RTM Engineering

1. Joel Vogt

2. 062-070112

3. Responsible for Division 22 Sections

E. HVAC Engineer: RTM Engineering

1. Michael Mosbacher

2. 062-069250

3. Responsible for Division 23 Sections

F. Electrical Engineer: RTM Engineering

1. Michael Mitchell

2. 062-063142

3. Responsible for Division 26, 27 and 28 Sections

END OF SECTION 00 01 07

Alan.Amy Snapshot

Alan.Amy Snapshot

LIST OF DRAWING SHEETS 00 01 15 - 1

DOCUMENT 00 01 15 - LIST OF DRAWING SHEETS

G101 - PROJECT COVER SHEET

G102 – LIFE SAFETY PLAN

C000 - CIVIL GENERAL NOTES

C001 – CIVIL GENERAL NOTES

C100 – REMOVAL PLAN

C200 – SITE PLAN

C201 – DRAINAGE PROFILES

C300 – SITE PLAN

C400 – JOINTING PLAN

C500 - MISCELLANEOUS DETAILS

C501 – MISCELANEOUS DETAILS

S1.0 – GENERAL NOTES AND DESIGN LOADS

S1.1 – GENERAL NOTES AND DESIGN LOADS

S2.0 – FOUNDATION PLAN AND DETAILS

S3.0 – ROOF FRAMING PLAN AND DETAILS

S4.0 – MASONRY ELEVATIONS AND DETAILS

AD101 – DEMOLITION FLOOR PLAN, ROOF PLAN, AND ELEVATION

A101 – ARCHITECTUAL SITE PLAN

A201 – FLOOR PLAN

A202 – ROOF PLAN

A203 – REFLECTED CEILING PLAN

A204 – BUS STATION WAITING PLAN

A301 – EXTERIOR ELEVATIONS

A302 - BUILDING SECTIONS

A303 - BUILDING SECTIONS

A401 – WALL SECTIONS AND DETAILS

A402 – WALL SECTIONS AND DETAILS

A403 – WALL SECTIONS AND DETAILS

A601 – PLAN DETAILS

A602 – INTERIOR ELEVATIONS AND DETAILS

A701 – DOOR AND WINDOW SCHEDULE AND DETAILS

A901 – CASEWORK AND MISCELLANOUS DETAILS

P000 – LEGEND, SYMBOLS, & ABBREVIATIONS – PLUMBING

P100 – UNDERSLAB PLUMBING PLAN – OVERALL

P101 – FIRST FLORR PLUMBING PLAN – OVERALL

P102 – ROOF LEVEL PLUMBING PLAN

P500 – PLUMBING SCHEDULES

P700 – PLUMBING DETAILS

M000 – LEGEND, SYMBOLS, & ABBREVIATIONS - MECHANICAL

M201 – FIRST FLOOR MECHANICAL PLAN

M600 – MECHANICAL SCHEDULE & DETAILS

LIST OF DRAWING SHEETS 00 01 15 - 2

E000 – STANDARD ELECTRICAL SCHEDULES

ED101 – ELECTRICAL DEMOLITION SITE PLAN

E100 – ELECTRICAL SITE PLAN

E201 – FIRST FLOOR LIGHTING PLAN

E301 – FIRST FLOOR POWER PLAN

E401 – FIRST FLOOR SYSTEMS PLAN

E600 – ELECTRICAL SCHEDULES

E700 – ELECTRICAL DETAILS

SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Work by Owner.

4. Purchase contracts.

5. Owner-furnished products.

6. Contractor-furnished, Owner-installed products.

7. Access to site.

8. Coordination with occupants.

9. Work restrictions.

10. Specification and drawing conventions.

11. Miscellaneous provisions.

1.3 PROJECT INFORMATION

A. Project Identification: MCT Alton Driver Relief Station

B. Project Location: 600 Piasa St., Alton, IL 62002

C. Owner: MCT

1. Owner's Representative: Mark Steyer, P.E. – Sr. Project Engineer and Dave

Massey – Project Engineer

D. Architect: AAIC inc., 15 E. Washington, Belleville, IL 62220

1. Architect’s Representative: Grant Ramsey AIA, NCARB

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

B. Building Addition scope.

SUMMARY 01 10 00 - 2

1. As defined in plans, building addition consists of adding a driver lounge area and supportive rooms. Addition structure to match adjacent structure with block c.m.u. walls and brick veneer along with cast stone banding and cast stone sill and glass block windows including cast stone wall caps. Roof to match existing slate roofing over light gauge metal trusses. Parking stalls provided along new brick retaining wall. Adjustments to existing concrete / brick patio required for addition and new concrete ramp. Scope also includes new security for the bus stop station that will require modification to the existing mechanical space. An outdoor mechanical enclosure will be created to house outdoor HVAC equipment.

1.5 WORK BY OWNER

A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1.6 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to within units approved for work by Owner.

2. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, bus stops including routes from street to stop/station, and neighboring property owner at all times. Do not use these areas for parking or storage of materials.

a. Storage materials to be provide at adjacent site per drawings.

b. Schedule deliveries to minimize use of driveways and entrances by construction operations.

c. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.7 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work on the existing building to normal business working hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise indicated.

SUMMARY 01 10 00 - 3

C. Existing Utility Interruptions: Owner will interrupt utilities serving facilities occupied by Owner or others as requested. Provide not less than two days prior notice of need for service interruption.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy or adjacent residences with Owner.

1. Notify Owner of operations generating noise, vibration, or odors a minimum of

48-hours in advance.

E. Controlled Substances: Use of tobacco products and other controlled substances on the Project Site is not permitted.

F. Employee Identification: Contractor shall provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

G. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.8 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. The use of the term General Contractor shall be interpreted as Prime Contractor throughout the specifications.

D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Keyed noting: Materials and products are identified by reference keyed notes referencing information found in this Project Manual.

SUMMARY 01 10 00 - 4

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

ALLOWANCES 01 21 00 - 1

SECTION 01 21 00 - ALLOWANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

B. Types of allowances include the following:

1. Contingency allowances.

1.3 DEFINITIONS

A. Allowance is a quantity of work or dollar amount established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

1.4 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

1.5 INFORMATIONAL SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

ALLOWANCES 01 21 00 - 2

1.6 CONTINGENCY ALLOWANCES

A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance.

B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.

C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit.

D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order.

1.7 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.

1. Including installation costs in purchase amount only where indicated as part of the allowance.

2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markups.

3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to unit-cost allowances.

4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.

1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated.

ALLOWANCES 01 21 00 - 3

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: $25,000.00 Ameren service upgrade.

B. Allowance No. 2: $11,000.00 Local, State and/or Federal permits/fees.

END OF SECTION 01 21 00

SUBSTITUTION PROCEDURES 01 25 00 - 1

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

2. Section 003100 “Introduction and Bid Summary” for form and requirements.

Requirements. Both section requirements are to be followed.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: See section 00 31 00.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and

SUBSTITUTION PROCEDURES 01 25 00 - 2

separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested.

f. Certificates and qualification data, where applicable or requested.

g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.

h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

i. Research reports evidencing compliance with building code in effect for

Project, from ICC-ES.

j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Owner's Action: If necessary, Owner will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Owner will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's Supplemental Instructions for minor changes in the Work.

b. Use product specified if Owner does not issue a decision on use of a proposed substitution within time allocated.

1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

SUBSTITUTION PROCEDURES 01 25 00 - 3

1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Owner will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Owner will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the

Work.

g. Requested substitution provides specified warranty.

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Owner will consider requests for substitution if received within 30 days after the Notice to Proceed. Requests received after that time may be considered or rejected at discretion of Owner.

1. Conditions: Owner will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Owner will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

SUBSTITUTION PROCEDURES 01 25 00 - 4

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted.

e. Requested substitution will not adversely affect Contractor's construction schedule.

f. Requested substitution has received necessary approvals of authorities having jurisdiction.

g. Requested substitution is compatible with other portions of the Work.

h. Requested substitution has been coordinated with other portions of the

Work.

i. Requested substitution provides specified warranty.

j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

END OF SECTION 01 25 00

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 1

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for handling and processing Contract modifications.

B. Related Requirements:

1. Section 012500 "Substitution Procedures" for administrative procedures for handling requests for substitutions made after the Contract award.

1.3 MINOR CHANGES IN THE WORK

A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions."

1.4 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.

2. Within 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include costs of labor and supervision directly attributable to the change.

d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 2

duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

e. Quotation Form: Use forms acceptable to Architect.

B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include costs of labor and supervision directly attributable to the change.

5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

7. Proposal Request Form: Use form acceptable to Architect.

1.5 ADMINISTRATIVE CHANGE ORDERS

A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances.

B. Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit-price work.

1.6 CHANGE ORDER PROCEDURES

A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.

1.7 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 3

1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.

1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 26 00

PAYMENT PROCEDURES 01 29 00 - 1

SECTION 01 29 00 - PAYMENT PROCEDURES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Section 01 26 00 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.

2. Section 01 32 00 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.4 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule. Cost-loaded Critical Path Method Schedule may serve to satisfy requirements for the schedule of values.

1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with continuation sheets.

b. Submittal schedule.

c. Items required to be indicated as separate activities in Contractor's construction schedule.

d. Any items indicated in Federal, Special, and State Provision sections.

2. Submit the schedule of values to Architect at earliest possible date, but no later than seven days before the date scheduled for submittal of initial Applications for Payment.

PAYMENT PROCEDURES 01 29 00 - 2

B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.

1. Identification: Include the following Project identification on the schedule of values:

a. Project name and location.

b. Name of Architect.

c. Architect's project number.

d. Contractor's name and address.

e. Date of submittal.

2. Arrange schedule of values consistent with format of AIA Document G703.

3. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. If required, include evidence of insurance.

b. Differentiate per separate subcontracts.

4. Provide separate line items in the schedule of values for initial cost of materials, labor, for each subsequent stage of completion, and for total installed value of that part of the Work.

5. Purchase Contracts: Provide a separate line item in the schedule of values for each purchase contract. Show line-item value of purchase contract. Indicate owner payments or deposits, if any, and balance to be paid by Contractor.

6. Each item in the schedule of values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option.

7. Schedule Updating: Update and resubmit the schedule of values before the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.

8. Provide a certification statement, completed, signed and dated, as follows: The estimated percentage of total material utilized for the performance of the contract which is recovered materials for items designated by the Environmental Protection Agency in Subpart B of 40 CFR 247 is __________% . Reference:

Federal Provision Recycled Products. I certify that this estimated percentage of recovered materials will be the minimum amount used in the performance of the contract.

PAYMENT PROCEDURES 01 29 00 - 3

1.5 APPLICATIONS FOR PAYMENT

A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner.

1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements.

B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Payment Application Times: Submit Application for Payment to Architect by the fifth day of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

D. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment.

E. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.

1. Entries shall match data on the schedule of values and Contractor's construction schedule. Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.

3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.

F. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and items stored off-site. Special permissions are required for payment of items stored off-site; refer to Section 9.3.2 of General Conditions.

1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment, for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices. Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:

a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.

PAYMENT PROCEDURES 01 29 00 - 4

b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment.

c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

G. Transmittal: Submit Four signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

H. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

I. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

J. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule (preliminary if not final).

4. Products list (preliminary if not final).

5. Schedule of unit prices.

6. List of Contractor's staff assignments.

7. List of Contractor's principal consultants.

8. Copies of building permits.

9. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

PAYMENT PROCEDURES 01 29 00 - 5

10. Initial progress report.

11. Report of preconstruction conference.

12. Recycled Products Certification Statement.

K. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum.

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

L. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. Evidence of completion of Project closeout requirements.

2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

3. Updated final statement, accounting for final changes to the Contract Sum.

4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."

5. AIA Document G706A, "Contractor's Affidavit of Release of Liens."

6. AIA Document G707, "Consent of Surety to Final Payment."

7. Evidence that claims have been settled.

8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

9. Final liquidated damages settlement statement.

M. Reserved.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 29 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 1

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Work Summary.

2. Working Hours and Notifications.

3. General coordination procedures.

4. Coordination drawings.

5. Requests for Information (RFIs).

6. Project meetings.

B. The Contractor shall remove and brick pavers, building lighting, site lighting and store.

Contractor to demolish and remove brick site retaining wall, pavement to allow installation of new driver relief addition.

C. Working Hours and Notifications

All work shall be completed during the hours of 7 a.m. and 4 p.m. Monday thru Friday excluding holidays. Any change in the work schedule must be approved by MCT.

Notifications to MCT:

2 weeks notice prior to on-site work. Allows MCT sufficient time to set up a temporary relocation for driver relief services before work begins.

2 business days prior to on-site work. Allows MCT time to make internal notifications.

D. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

E. Related Requirements:

1. Section 01 32 00 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 2

1.3 DEFINITIONS

A. RFI (Request For Information): Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work.

Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. CONTRACTOR TO COORDINATE CONSTRUCTION ACTIVITIES TO NOT

IMPEEDE ON-GOING BUS STATION OPERATION AND/OR MOVEMENT.

BUS STATION OPERATIONS WILL REMAIN IN OPERATION THROUGHOUT

CONSTRUCTION DURATION.

2. Schedule construction operations in sequence are required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

3. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

4. Make adequate provisions to accommodate items scheduled for later installation.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 3

1.6 COORDINATION DRAWINGS

A. Coordination Drawings: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely shown on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Coordinate the addition of trade-specific information to the coordination drawings by multiple contractors in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review.

c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.

f. Indicate required installation sequences.

g. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

2. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

3. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications,…