B08_Attachment_2_24_0517_USGS_A3_PHASE_II_100CD_SPECS_5_22.pdf

SENSITIVE BUT UNCLASSIFIED (SBU)

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THIS DOCUMENT

TO UNAUTHORIZED RECIPIENTS IS PROHIBITED

Do not remove this notice Properly destroy or return documents when no longer needed

United States Geological Survey

Date of Order: 11-28-2023 Contract No. 140G0218C0007

100% CONSTRUCTION DOCUMENTS

USGS OAG

A3 Main Building Stabilization Phase II CERC, Columbia, MO 80525

BY: Bailey Edward Design 35 E. Wacker Drive Suite 800 Chicago, IL 60601 312-440-2300

BE Project No. 18018

DATE: May 17, 2024

CERC, Columbia, MO 80225

TABLE OF CONTENTS 1

TABLE OF CONTENTS

DIVISION 1 GENERAL REQUIREMENTS

SECTION 01 10 00 SUMMARY

SECTION 01 22 00 UNIT PRICES

SECTION 01 23 00 ALTERNATES

SECTION 01 25 00 SUBSTITUTION PROCEDURES

SECTION 01 25 00.1 SUBSTITUTION REQUEST FORM

SECTION 01 26 00 CONTRACT MODIFICAION PROCEDURE

SECTION 01 29 00 PAYMENT PROCEDURES

SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTION 01 35 16 ALTERATION PROJECT PROCEDURES

SECTION 01 40 00 QUALITY REQUIREMENTS

SECTION 01 42 00 REFERENCES

SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS

SECTION 01 56 39 TEMPORARY TREE AND PLANT PROTECTION

SECTION 01 60 00 PRODUCT REQUIREMENTS

SECTUIB 01 73 00 EXECUTION

SECTION 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 01 77 00 CLOSEOUT PROCEDURES

SECTION 01 78 39 PROJECT RECORD DOCUMENTS

APPENDIX A: GEOTECHNICAL EXPLORATION, USGS CERT BUILDING, 4200 NEW HAVEN ROAD,

COLUMBIA, MISSOURI, PREPARED BY: GEOTECHNOLOGY, INC. ST. LOUIS,

MISSOURI, DATE: AUGUST 24, 2018

DIVISION 2 SITE CONSTRUCTION

SECTION 02 41 19 SELECTIVE DEMOLITION

DIVISION 3 CONCRETE

SECTION 03 20 00 CONCRETE REINFORCEMENT

SECTION 03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 31 EARTHWORK

SECTION 31 23 00 FOUNDATION EXCAVATING AND BACKFILLING

SECTION 31 26 00 STEEL HELICAL PILES

Note: Refer to the Civil Drawings for additional Specification Requirements

END OF TOC

CERC, Columbia, MO 80225

SUMMARY 01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Construction Duration

3. Work covered by Contract Documents.

4. Work under separate contracts.

5. Work performed by the Owner

6. Access to site.

7. Coordination with occupants.

8. Work restrictions.

9. Specification and Drawing conventions.

10. Testing and inspection services.

11. Construction Phasing

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: A3 Main Building stabilization Phase II.

1. Project Location: Columbia Environmental Research Center (C.E,.R.C) 4200 New Haven Road, Columbia, MO 65201.

B. Owner: USGS Columbia Research.

C. Owner's Representative: Kimberly Schneider, Contract Specialist, Krschneider@usgs.gov .

D. Architect: Michael Petti, Bailey Edward Design, 312.789.4009

1.3 CONSTRUCTION DURATION

A. The construction duration shall be 120 total calendar days from the Notice to Proceed from the Government to Substantial Completion for all work.

mailto:Krschneider@usgs.gov

SUMMARY 01 10 00 - 2

1.4 CONSTRUCTION PHASING:

A. The work shall be completed in two distinct phases of work. Refer to the phasing requirements listed as Phasing Notes and Site Plan on the Cover Sheet, G000.

1.5 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and includes but is not limited to the following:

1. The scope of work is located at the southeast, southwest, and northwest corner of the building.

Steel helical piles will be added to shore up the foundation along the length of the southeast, southwest, northwest and basement column at B2, 4.5.

2. Cut basement slab and replace with underpinning at column grid: B2,4.5 in basement. Provide a control joint around new concrete basement slab, new vapor barrier, gravel and installation under slab work area. Partially disassemble the existing CMU wall at column B2,4.5 in ground floor room 11 and replace with new CMU grouted into existing wall and paint to match existing.

3. Remove and replace portions of existing concrete walk affected by the work at the main entrance and westside entrance and sidewalk. Replace and patio south of pergola on the eastside as needed. Restore site lawn areas affected by the work on all side of the building work area.

4. Replace sidewalks and curbs as shown in Civil drawings. Ensure that all new sidewalks and curb cuts meet accessible standards.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.6 WORK UNDER SEPARATE CONTRACTS

A. General: Contractor shall coordinate with work performed by contractors contracted by the Owner, including:

1. As may be determined by the Owner.

1.7 WORK PERFORMED BY THE OWNER

A. General: Contractor shall coordinate with work performed by the Owner, including:

1. As may be determined by the Owner.

1.8 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.

SUMMARY 01 10 00 - 3

1. Driveways, Walkways, and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.

Do not use these areas for parking or for storage of materials.

2. Coordinate access to site and portions of the site with the Owner’s facility representative.

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

D. Owner must maintain uninterrupted continuous operations in building.

1.9 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and adjacent building(s) and adjacent spaces during entire construction period. Adjacent spaces include operational research laboratories. Ongoing research experiments require special accommodation to avoid disruption of the experiments. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1.10 WORK RESTRICTIONS

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

1. The hours of work will be Monday through Friday from 7:00 am to 4:00 pm daily. No work shall be scheduled on any Federal Holidays.

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

B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Facilities Manager not less than five (5) workdays in advance of proposed utility interruptions.

2. Obtain Facility Manager’s written permission before proceeding with utility interruptions.

C. Restricted Substances: Use of tobacco products and other controlled substances within the existing building or on Project site is not permitted.

D. Contractors are cautioned to avoid profane, racial or gender-based language at all times on site.

E. Contractor Personnel: Security clearances and badging are currently not required for the contractor’s personnel. The Contractor shall coordinate with the Owner’s facilities staff for requirements for access to the site by the Contractor’s personnel.

1.11 SUPERVISION

A. Superintendent Qualifications

SUMMARY 01 10 00 - 4

1. Provide project superintendent with a minimum of 10 (ten) years’ experience in construction with at least 5 (five) of those years as a superintendent on projects similar in size and complexity. The individual must be capable of interpreting a critical path schedule and construction drawings. The Owner may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

B. Duties

1. The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend preconstruction and quality control meetings. The superintendent or qualified alternative contractor’s personnel acceptable to the Owner. must be on-site at all times during the performance of this contract until the work is completed and accepted by the Owner.

1.12 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.

1.13 TESTING AND INSPECTION SERVICES

A. Tests and inspections during construction to be provided by the Contractor. Reference specification section 01 40 00, “Quality Requirements,” and the technical specifications sections.

1. Special testing and inspection services shall be provided by the Contractor at no cost to the Owner.

All costs associated with testing and retesting for the Contractor to obtain both compliance with the Contract Documents and acceptance by the Architect shall be the sole responsibility and cost of the Contractor. These shall be done at no additional cost to the government.

2. Civil tests for concrete sidewalks shall be required and performed on site by the Contractor at no cost to the Owner. All costs associated with testing and retesting for the Contractor to obtain both compliance with the Contract Documents and acceptance by the Architect shall be at the sole cost of the Contractor. See Civil drawings for specs and additional information.

1.14 Ground Penetrating Radar Survey

A. The Contractor shall conduct a ground penetration survey consistent with industry standards, of areas indicated in the drawings, Sheet A101.

SUMMARY 01 10 00 - 5

1. Perform the survey to locate and document existing utilities at the perimeter of he building. These may include, but are not limited to water lines, gas lines, sanitary and sewer lines and power. Provide a written report and survey plan submittal to the Owner.

2. Perform this survey prior to proceeding with any digging, earthwork, or other sitework for structural foundation reinforcing.

3. Mark locations of utilities clearly on-site with flag designations and spay paint on the round.

4. Review the planned locations for the structural piles with the utilities. Adjust the structural pile foundation locations to avoid the utilities. Indicate on revised pile location shop drawings for review by the structural engineer of record prior to proceeding.

5. All costs associated with this survey and report shall be the responsibility and full cost of the contractor. Any re-survey and reporting work shall be the responsibility and full cost of the contractor. This shall be done at no additional cost to the government.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

UNIT PRICES 01 22 00 - 1

SECTION 01 22 00 - UNIT PRICES

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 unit prices.

B. Related Requirements:

1. Section 01 26 00 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

2. Section 01 40 00 "Quality Requirements" for field testing by an independent testing agency.

1.3 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.4 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Measurement and Payment: See individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the Part 3 "Schedule of Unit Prices" Article contain requirements for materials described under each unit price.

UNIT PRICES 01 22 00 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. ITEM 1: REMOVE AND REPLACE EXISTING FILL WHERE THERE WILL BE UNDERPINNING:

1. Measurement for this item shall be by the full vertical depth and width needed to fix in place the underpinning along the perimeter of the building. Previous work indicated the depth needed for underpinning was 7’-0”, see Ground Floor Plan on sheet S101 view 1 and note B.O. Footing EL (- 6’-2”, VIF) at both north and east and (-8’-4”, VIF) at southwest.

2. Payment, if authorized by the USGS, shall be by the Contract Unit Price per the full vertical depth and width required provided on the Bid Schedule. The Unit Price payment shall be compensation in full for all labor, tools, equipment and materials necessary for this work in accordance with the Contract Documents, standard details as specified herein, at the locations indicated on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to:

removal and replacement of existing soils as indicated in the below:

a. Structural Drawings, Sheet S101, Ground Floor Plan with section details.

B. ITEM 2: REMOVE AND REPLACE EXISTING FILL WHERE THERE WILL BE UNDERPINNING BY

HAND DIG:

1. Unit cost to hand dig, per pile, to locate utilities if discovered by the ground penetrating radar survey at the north, northwest, and east work areas. Measurement for this item shall be by the full vertical depth and width needed to locate utilities before working on underpinning in areas of scope. Typical depth for utility discovery should be up to 4’-0”.

2. Payment, if authorized by the USGS, shall be by the Contract Unit Price per the full vertical depth and width required provided on the Bid Schedule. The Unit Price payment shall be compensation in full for all labor, tools, equipment and materials necessary for this work in accordance with the Contract Documents, standard details as specified herein, at the locations indicated on the Drawings or at a location identified in the field by the Engineer and shall include, but not limited to:

removal and replacement of existing soils as indicated in the below:

a. Structural Drawings, Sheet S101, Ground Floor Plan with section details.

END OF SECTION 01 22 00

ALTERNATES 01 23 00 - 1

SECTION 01 23 00 – BID OPTIONS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

A. Deductive Bid Option: All underpinning at the southwest corner of the building is a bid alternate. An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Bid Options described in this Section are part of the Work only if enumerated in the Agreement.

2. The credit for each alternate is the net deduction from the Contract Sum to incorporate bid options from the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. Ensure that the Bid Form clearly states that costs listed for each alternate include costs of related coordination, revision, or adjustment.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other work of the Contract.

C. Schedule: A schedule of alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF BID OPTIONS

A. Deductive Bid Option No. 1: Structural underpinning work at southwest corner of the building.

ALTERNATES 01 23 00 - 2

1. Base Bid: Include all structural foundation underpinning at the perimeter of the building, including the north, east and southwest locations as shown on sheet A101 Ground Floor Plan and the Structural drawings.

2. Deductive Bid Alternate No. 1: Remove the structural foundation underpinning work from the scope at the southwest corner only. See the location on sheet A101 Ground Floor Plan and the Structural Plans.

END OF SECTION 01 23 00

SUBSTITUTION PROCEDURES 01 25 00 - 1

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 01 33 00 - Submittal Procedures.

1.2 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’s Representative that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner’s Representative.

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

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

b. Coordination of information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitutions 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.

SUBSTITUTION PROCEDURES 01 25 00 - 2

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

g. List of similar installations for completed projects, with project names and addresses as well as 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 substitutions 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.

2. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. Owner’s Representative 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: Formal Contract Modification, Notice to Proceed in written or electronic form from Owners Representative for minor changes in the Work.

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

1.4 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.

1.5 PROCEDURES

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

1.6 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: Owners Representative will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Owners

SUBSTITUTION PROCEDURES 01 25 00 - 3

Representative 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: Not allowed.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 25 00

SUBSTITUTION REQUEST FORM 01 25 01 - 1

01 25 01 – SUBSTITUTION REQUEST FORM

TO: Bailey Edward Design 35 E. Wacker Drive, Ste. 2800 Chicago IL 60601-2308

INSTALLER: _________________________________ PHONE: _______________

Name of Installer

ADDRESS: _________________________________

1. Specification Section: _____________________ Paragraph: __________________________

1. Reason for Substitution:

2. Proposed Substitute:

A. Name and Model No. ____________________________________________

B. Manufacturer: __________________________________________________

Address: ______________________________________________________

Phone Number and Person to Contact: ______________________________

B. Attach applicable performance and test data.

C. Numbers of applicable reference standards: _______________________

D. Attach a color chart, if applicable.

E. Attach installation instructions.

1. Manufacturer's Reputation: Attach evidence of manufacturer qualifications and reputation for prompt deliv-ery and efficiency in servicing products, as applicable.

2. Comparison: Attach an itemized comparison of the proposed substitution with product specified, including test performance data.

SUBSTITUTION REQUEST FORM 01 25 01 - 2

3. Changes in Work: Attach data relating to changes required in other work to permit use of proposed substi-tution and changes required in construction schedule.

4. Previous Installation: Attach list of not less than 5 similar projects on which proposed substitution was used.

List projects in the Los Angeles area. List name and address of project, date of installation, and name, ad-dress, and phone number of Architect.

5. Cost Data: Attach accurate cost data on proposed substitution in comparison with product specified.

6. In making request for substitution, Contractor represents that:

a. It has examined the Drawings and Specifications and has determined that, to the best of its knowledge, the proposed substitution is appropriate for the use intended in the Drawings and Specifications, and will perform as well as or better than the specified product.

b. It will provide the same warranties for substitution as for product specified.

c. It will coordinate installation of accepted substitution into Work, making such changes as may be required for Work to be complete in all respects.

d. It waives all claims for additional costs related to substitution which consequently become appar-ent.

e. Cost data is complete and includes all related costs under its Contract.

Name of Manufacturer, Signature of Manufacturer's Representative DATE

Name of Installer, Signature of Installer's Representative DATE

Name of Prime Contractor, Signature of Prime Contractor's Representative DATE

Name of Coordinating Contractor, Signature of Coordinating Contractor’s Representative DATE

END OF SUBSTITUTION REQUEST FORM

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 1

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

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

1.2 MINOR CHANGES IN THE WORK

A. Architect will issue, when directed by the Owners Representative, supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document.

1.3 PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect, when directed by the Owners Representative, 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 15 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 duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

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 Owners Representative.

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.

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 2

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 01 25 00 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.

1.4 CHANGE ORDER PROCEDURES

A. On Owners Representative approval of a Work Change Proposal Request, the Owners Representative shall issue a formal modification to the Contract. Prior to issuing of the Contract documents, the Owners Representative may issue a Notice to Proceed to the Contractor in written or electronic form.

1.5 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.

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.

1.6 WORK CHANGE DIRECTIVE

A. Work Change Directive: The Owners Representative, may issue a Notice to Proceed with work changes in either written or electronic form. Notice to Proceed instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. Work 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 Notice to Proceed.

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

CONTRACT MODIFICATION PROCEDURES 01 26 00 - 3

END OF SECTION 01 26 00

PAYMENT PROCEDURES 01 29 00 - 1

SECTION 01 29 00 - PAYMENT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

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

1.2 SCHEDULE OF VALUES

A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule.

1. Coordinate line items in the schedule of values with items required to be indicated as separate activities in Contractor's construction schedule.

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.

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

2. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of

Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.

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.

4. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity.

Use information indicated in the Contract Documents to determine quantities.

5. Overhead Costs: Include total cost and proportionate share of general overhead and profit for each line item.

6. Overhead Costs: Show cost of temporary facilities and other major cost items that are not direct cost of actual work-in-place as separate line items.

7. Closeout Costs. Include separate line items under Contractor and principal subcontracts for Project closeout requirements in an amount totaling five percent of the Contract Sum and subcontract amount.

8. Schedule of Values Revisions: Revise the schedule of values when Change Orders or Construction Change Directives result in a change in the Contract Sum. Include at least one separate line item for each Change Order and Construction Change Directive.

PAYMENT PROCEDURES 01 29 00 - 2

1.3 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 approved for processing by the Owners Representative.

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 seventh of the month. The period covered by each Application for Payment is one month, ending on the last day of the preceding month.

1. Submit draft copy of Application for Payment seven days prior to due date for review by the Owners Representative.

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 the form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Owners Representative 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.

F. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Owners Representative 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.

G. 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.

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.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

PAYMENT PROCEDURES 01 29 00 - 3

H. 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. Sustainable design action plans, including preliminary project materials cost data.

6. Schedule of unit prices.

7. Submittal schedule (preliminary if not final).

8. List of Contractor's staff assignments.

9. List of Contractor's principal consultants.

10. Copies of building permits.

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

Work.

12. Initial progress report.

13. Report of preconstruction conference.

14. Certificates of insurance and insurance policies.

15. Performance and payment bonds.

16. Data needed to acquire Owner's insurance.

I. 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.

J. 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.

5. AIA Document G706A.

6. AIA Document G707.

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.

PAYMENT PROCEDURES 01 29 00 - 4

END OF SECTION 01 29 00

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 1

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

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 provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. RFIs.

4. Digital project management procedures.

5. Project meetings.

B. Related Requirements:

1. Section 01 73 00 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

1.3 DEFINITIONS

A. BIM: Building Information Modeling.

B. RFI: Request for Information. Request from 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, telephone number, and email address 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.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 2

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. Schedule construction operations in sequence 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.

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

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

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

8. Startup and adjustment of systems.

1.6 COORDINATION DRAWINGS

A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated 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. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternative 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. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 3

ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within plenums to accommodate layout of light fixtures and other components indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

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

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

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Review: Architect will review coordination drawings to confirm that in general the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility.

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Preparation Format: DWG, Most Current Version operating in Microsoft operating system.

3. File Submittal Format: Submit or post coordination drawing files using PDF format.

1.7 REQUEST FOR INFORMATION (RFI)

A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Architect will return without response those RFIs submitted to Architect by other entities controlled by Contractor.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Architect.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 4

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. RFI Forms: Contractors Standard Form

D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow 7 working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt by Architect of additional information.

3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract Modification Procedures."

a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response.

E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log At Progress Meetings or when requested by Owner.

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect

4. RFI number including RFIs that were returned without action or withdrawn.

5. RFI description.

6. Date the RFI was submitted.

7. Date Architect's response was received.

F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within 7 days if Contractor disagrees with response.

1.8 DIGITAL PROJECT MANAGEMENT PROCEDURES

A. PDF Document Preparation: Where PDFs are required to be submitted to Architect, prepare as follows:

PROJECT MANAGEMENT AND COORDINATION 01 31 00 - 5

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated.

1.9 PROJECT MEETINGS

A. General: Schedule…