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BAYLOR WOMEN’S CORRECTIONAL INSTITUTION INFIRMARY EXPANSION
NEW CASTLE, DELAWARE MJ3804000111
Tetra Tech INVITATION TO BID
213-26912-22005 00 11 16 - 1
SECTION 00 11 16
INVITATION TO BID
Sealed bids for OMB/DFM Contract OMB/DFM – MJ3804000111 – Baylor Women’s Correctional
Institution – Infirmary Expansion will be received by the State of Delaware, Office of Management and
Budget, Division of Facilities Management, by way of the Bonfire Portal at https://DFM.bonfirehub.com until 1:00pm_local time on _August 20th, 2026. Bidder bears the risk of late submission.
Bids will be opened and read aloud at 2:00pm local time on August 20th, 2026 at the Haslet Armory, 122
Martin Luther King Blvd. S., Dover, DE 19901.
The Project has an existing space of approximately 4,300 sf and the new addition will be approximately 11,000 sf., for approximately 15,300 +/- gross square feet. There will be some sitework to accommodate the new facility. The project will be done in a minimum of two phases. The new construction will be first phase, and the renovation will be the second phase. The first phase addition will provide additional space for
Administration, Inpatient, and Outpatient functions. During the first phase there will be some minor renovation in the existing warehouse section of the facility.
A MANDATORY Pre-Bid Meeting will be held on July 27, 2026 at 10:00 local time at the Office of
Management & Budget, Haslet Armory, 122 Martin Luther King Jr. Blvd. S., Dover DE 19901, for the purpose of establishing the list of subcontractors and to answer questions. Upon arrival, attendees are to check in at front desk for directions to pre-bid meeting room. Representatives of each party to any Joint
Venture must attend this meeting. ATTENDANCE OF THIS MEETING IS A PREREQUISITE FOR
BIDDING ON THIS CONTRACT.
Contract documents may be obtained by mailing a check to the office of Tetra Tech, Inc., 450 Carson Drive Way, Suite 461 Bear, DE 19701. If interested in purchasing an electronic set (CD), please email tt-projectadmin@tetratech.com and Emmarae.arensdorff@tetratech.com. Include company name, address and contact information within the email. Documents will be sent upon receipt of the nonrefundable
$100 check. Documents will be available after the Pre-Bid Meeting. Checks are to be made payable to “Tetra
Tech”. If picking up documents in-person, please contact Leila Hamroun at 1-302-509-9086 or email leila.hamroun@tetratech.com to make arrangements to pick them up.
Bidders will not be subject to discrimination on the basis of race, creed, color, sex, sexual orientation, gender identity or national origin in consideration of this award, and Minority Business Enterprises, Disadvantaged Business Enterprises, Women-Owned Business Enterprises and Veteran-Owned Business
Enterprises will be afforded full opportunity to submit bids on this contract. Each bid must be accompanied by a bid security equivalent to ten percent of the bid amount and all additive alternates. The successful bidder must post a performance bond and payment bond in a sum equal to 100 percent of the contract price upon execution of the contract. The Owner reserves the right to reject any or all bids and to waive any informalities therein. The Owner may extend the time and place for the opening of the bids from that described in the advertisement, with not less than two calendar days’ notice by certified delivery, facsimile machine or other electronic means to those bidders’ receiving plans.
END OF SECTION
https://dfm.bonfirehub.com/ mailto:tt-projectadmin@tetratech.com mailto:tt-projectadmin@tetratech.com mailto:Emmarae.arensdorff@tetratech.com
| 000000 Cover Vol I |
| 000101_Project Title Sheet-2012 |
| 000107 - Seals Page (For use ONLY when more than one seal) |
| 1.1 DESIGN PROFESSIONALS OF RECORD SEAL |
| A. Architect/Project Manager: |
| 1. Leila Hamroun, AIA Project Manager |
| 2. DE # 7630 |
| 3. Architect |
| 4. Tetra Tech, Inc. |
| 5. 240 Continental Drive, Suite 200 |
| 6. Newark, Delaware 19713 |
| 7. 302-738-7551 |
| 8. Leila.hamroun@tetratech.com |
| 9. Responsible for Divisions 00-49 Sections. |
| B. Civil Engineer: |
| 1. Colm DeAscanis |
| 2. DE# |
| 3. Civil EngineerCDA Engineering, Inc. |
| 4. 6 Larch Ave #401 |
| 5. Wilmington, DE 19804 |
| 6. 302-998-9202 |
| 7. cdeascanis@cdaengineering.com |
| 8. Responsible for Division 31-33. |
| C. Structural Engineer: |
| 1. Andy Coats, PE |
| 2. DE# 13672 |
| 3. Structural Engineer, |
| 4. Tetra Tech, Inc. |
| 5. 240 Continental Drive, Suite 200 |
| 6. Newark, DE 19713 |
| 7. 302-283-2268 |
| 8. Andrew.coats@tetratech.com |
| 9. Responsible for Division 02, 03, and 05. |
| D. Electrical Engineer: |
| 1. Joey Hoover |
| 2. DE# |
| 3. Electrical Engineer |
| 4. Tetra Tech, Inc. |
| 5. 240 Continental Drive, Suite 200 |
| 6. Newark, DE 19713 |
| 7. 302-738-7551 |
| 8. Joey.hoover@tetratech.com |
| 9. Responsible for Division 26 Electrical. |
| E. Mechanical (HVAC) Engineer: |
| 1. Mitchell J. Graf |
| 2. DE #23519 |
| 3. Mechanical Engineer |
| 4. Tetra Tech |
| 5. 1136 Oak Valley Dr, Suite 100 |
| 6. Ann Arbor, Michigan, 48108 |
| 7. mitch.graf@tetratech.com |
| 8. Responsible for Divisions 23 Mechanical Sections. |
| F. Fire Protection Engineer: |
| 1. Rockwood Edwards |
| 2. DE# 27434 |
| 3. Fire Protection Engineer |
| 4. Cosentini |
| 5. 101 Federal Street – Suite 600 |
| 6. Boston, MA 02110 |
| 7. 617-748-7800 |
| 8. mgorgone@cosentini.com |
| 9. Responsible for Division 21 and 28, Fire Protection Sections. |
| 000110 table of contents |
| 000115 list of drawings |
| 001116 BONFIRE INVITATION TO BID (2025) |
| 002113 INSTRUCTIONS TO BIDDERS (2025) |
| TABLE OF ARTICLES |
| ARTICLE 6: POST-BID INFORMATION |
| ARTICLE 7: PERFORMANCE BOND AND PAYMENT BOND |
| ARTICLE 8: FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR |
| 004113 Bid Forms (2022) |
| 004313_Bid Bond (2022) |
| STATE OF DELAWARE |
| BID BOND |
| TO ACCOMPANY PROPOSAL |
| SEALED, AND DELIVERED IN THE |
| Seal Authorized Signature |
| 005213a STANDARD FORM OF AGREEMENT A101 (2022) |
| 005213b AIA101-2017 |
| 005213c A101ExhibitA-2017 |
| ARTICLE A.1 GENERAL |
| ARTICLE A.2 OWNER’S INSURANCE |
| ARTICLE A.3 CONTRACTOR’S INSURANCE AND BONDS |
| ARTICLE A.4 SPECIAL TERMS AND CONDITIONS |
| 005413_SUPPLEMENT TO AGREEMENT-A101-2017 (Rev 9 23 22) |
| 005414_SUPPLEMENT TO A101 - 2017 EXHIBIT A INSURANCE AND BONDS (Rev 2022) |
| 006113.13_Performance Bond (2022) |
| 006113.16_Payment Bond (2022) |
| 006200 Administration and Project Management Forms |
| 006211 Tt Submittal Cover Sheet - Master - Updated |
| 006216a aia g715 certificate of insurance |
| 006216b Certificate of Insurance (G715-1991) |
| 006276a aia g702 & g703 application of payment |
| 006276b App for Payment & Continuation Sheet (G702-1992 & G703-1992) |
| 006276b Sample aia g702 |
| 006276c Sample aia g703 |
| 006293 Use and Indemnification Agreement Form |
| 006300 Clarification and Modification Forms |
| 006333a aia g710 architects supplemental instructions |
| 006333b Architect's Supplemental Instructions (AIA G710-1992) |
| 006346a aia g714 construction change directive |
| 006346b Construction Change Directive (G714-2007) |
| 006363a aia g701 change order |
| 006363b Change Order (G701-2017) |
| 006500 Closeout Forms |
| 006516a aia g704 certificate of substantial completion |
| 006516b Certificate of Substantial Completion (G704-2000) |
| 006519.13a aia g706 contractors affidavit of payment of debts and claims |
| 006519.13b Contractors Affidavit of Payment of Debts & Claims (G706-1994) |
| 006519.16a aia g706a contractors affidavit fo release of liens |
| 006519.16b Contractors Affidavit of Release of Liens (G706A-1994) |
| 006519.19a aia g707 consent of surety to final payment |
| 006519.19b Consent of Surety of Final Payment (G707-1994) |
| 007213a GENERAL CONDITIONS-A201-2017 (2022) |
| 007213b Sample - General Conditions of the Contract for Construction (A201-2017) |
| 007313_SUPPLEMENTARY GENERAL CONDITIONS-2017_(Rev 2024) |
| 007346a Cover Prevailing Wage Rates - Uncertified |
| 007346b 2025 Certified Prevailing_Wage_Determination_Building_Construction |
| 008113_GENERAL REQUIREMENTS- A101 2017(Rev 5.8.24) (1) |
| 008114a Drug Testing Report Form -cover |
| 008114b_DRUG TESTING REPORT FORMS (2022) |
| 008115_Affidavit of Craft Training (081022-2022) |
| 008116 DE DOC Security Forms |
| 008116.13 Tool and Equipment Inventory |
| 008116.16 All DOC Facility security clearance application-updated 2024 |
| 008116.19 PREA Guide to Prevention and Reporting-updated 2024 |
| 011000 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 under separate contract. |
| 4. Coordination with occupants. |
| 5. Work restrictions. |
| 6. Access to site. |
| 7. Protection of persons and property. |
| 8. Specification and drawing conventions. |
| 9. Coordination. |
| 10. Miscellaneous provisions. |
| B. Related Requirements: |
| 1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. |
| 1.3 PROJECT INFORMATION |
| A. Project Identification: BWCI – Infirmary Expansion |
| 1. Project Location: 660 Baylor Blvd., New Castle, Delaware, 19720 |
| B. Owner’s Representative: OMB/DFM. |
| 1. Address: Haslet Armory, 122 Martin Luther King Jr. Blvd., Dover, DE 19901 |
| C. Owner: DFM |
| 1. Address: Haslet Armory, 122 Martin Luther King Jr. Blvd., Dover, DE 19901 |
| 2. Project Representative: Patrick McKenna (OMB/DFM Construction Project Manager) |
| D. Project Representative: Patrick McKenna (OMB/DFM Construction Project Manager) |
| 1. Project Representative will provide assistance in administering the Contract for Construction between Owner and Contractor, according to provisions of Division 01 Section, “Project Management and Coordination”. |
| E. Architect: Tetra Tech Inc. |
| 1. Address: 240 Continental Drive, Suite 200, Newark, DE 19713 |
| 2. . |
| a. Architect Representative: Leila Hamroun |
| 2. The Architect has retained the following design professionals who have prepared designated portions of the Contract Documents: |
| a. CDA Engineering, Civil Engineers |
| F. Codes: |
| 1. All work shall be performed in accordance with the applicable codes and rules and regulations of the regulatory agencies which have jurisdiction over this project and its location. |
| 2. Building Code in Effect for Project: |
| a. International Building Code (IBC) – 2021 |
| b. International Existing Building Code (IEBC) – 2021 |
| c. International Plumbing Code (IPC) - 2021 |
| d. International Mechanical Code (IMC) - 2021 |
| e. International Energy Conservation Code (IECC) – 2018 |
| f. Life Safety Code NFPA 101 – 2021 (National Fire Protection Association) |
| g. 2021Delaware State Fire Prevention Regulations |
| h. State of Delaware Architectural Accessibility Standards |
| i. ICC / ANSI A117.1 (2009) |
| j. ADAAG ADA Accessible Guidelines for Building and Facilities. |
| k. NFPA 70, National Electrical Code 2020 |
| 1.4 WORK COVERED BY CONTRACT DOCUMENTS |
| A. The Work of Project is defined by the Contract Documents and consists of the following: |
| 1. Renovation of the existing BWCI Infirmary area and a new addition / expansion to create a new Health Services Center. |
| 2. The Project has an existing space of approximately 4,300 sf and the new addition will be approximately 11,000 sf., for approximately 15,300 +/- gross square feet. There will be some sitework to accommodate the new facility. The project will be don... |
| 3. The scope of work also includes all related civil, site, architectural, structural, mechanical, plumbing, electrical, IT/Telecom, fire protection, and other appurtenances as indicated in the bid documents. |
| 4. Type of Contract: Project will be constructed under a Single Prime Contract. |
| 1.5 WORK UNDER SEPARATE CONTRACTS |
| A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract or other contracts. Coordinate the Work of this Contract with work performed un... |
| 1.6 COORDINATION WITH OCCUPANTS |
| A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform... |
| 1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdi... |
| 2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. |
| B. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not inter... |
| 1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work. |
| 2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy. |
| 3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems servin... |
| 4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work. |
| 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 in the existing building to normal business working hours of 7:00 a.m. to 3:00 p.m., Monday through Friday, unless otherwise indicated. |
| 1. Weekend Hours: Must be arranged in advance. |
| 2. Early Morning Hours: Provide 72 hours’ notice. |
| 3. Hours for Utility Shutdowns: Provide 72 hours’ written notice. |
| 4. Hours for Core Drilling: Provide 72 hours’ written notice. |
| C. 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 Architect or Owner not less than three (3) days in advance of proposed utility interruptions. |
| 2. Obtain Architect and Owner written permission before proceeding with utility interruptions. |
| D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. |
| 1. Notify Architect and Owner not less than two (2) days in advance of proposed disruptive operations. |
| 2. Obtain Architect and Owner written permission before proceeding with disruptive operations. |
| E. Controlled Substances: Use of tobacco products and other controlled substances Project site is not permitted. |
| F. Employee Identification: 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 drug and background screening of Contractor personnel working on Project site. |
| 1. Maintain list of approved screened personnel with Owner's representative. |
| H. Background Checks |
| 1. Criminal background checks shall be submitted for all on-site workers to the Owner for review and approval prior to work on site. The following information will be required for everyone proposed to be on-site: |
| a. Full Name of Crew Member. |
| b. Physical home Address (P.O. is not acceptable). |
| c. Driver’s License Number and State of Issuance. |
2. Criminal background checks shall be reviewed, and approval issued by DOC.
| 1.8 ACCESS TO SITE |
| A. General: Confine operations at the site to the areas permitted under the Contract. Use of premises by Contractor to be limited to specified work areas, approved storage areas, and staging areas. Portions of the site beyond areas on which work is... |
| 1. Limits: Confine construction operations to Limits of Disturbance. |
| 2. Driveways, Walkways and Entrances: Keep driveways 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 storage of materials, except as directed in... |
| a. Schedule deliveries to minimize use of driveways and entrances by construction operations. |
| b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. |
| 3. Do not encumber the site with materials or equipment. Confine stockpiling of materials to the areas directed in writing by the Owner’s Representative. If storage is necessary, obtain and pay for such storage beyond the secure perimeter or off site. |
| 4. Lock automotive type vehicles, such as passenger cars and trucks and other mechanized or motorized construction equipment when parked and unattended to prevent unauthorized use. Do not leave such vehicle or equipment unattended with the motor runn... |
| 5. Parking areas for employees of the Contractor shall be designated in the vicinity of the project, and it shall be the responsibility of the Contractor to require its personnel to park in this designated area and not any area, which may interfere wi... |
| 6. Materials and toolboxes will be checked each time they are brought into and out of the secure perimeter and the facility. A list of each item in toolboxes, storage containers, etc., brought into the facility must be presented to the Owner’s Repres... |
| 7. The Contractor may be requested to leave the site immediately or not enter in the event of an emergency situation. |
| 8. The Contractor will be briefed informally the first day of work as to applicable protocols. |
| 9. It is mandatory that the Contractor does not interact with the inmates. Any interaction is grounds for dismissal. |
| 10. There are restrictions as to the number of times the Contractor may enter / exit the site. It is highly recommended that these occurrences be kept to a minimum. Persons entering and exiting and their toolboxes, materials, etc., will be searched ... |
| 1.9 PROTECTION OF PERSONS AND PROPERTY |
| A. The Contractor shall provide ample and approved provisions for the protection of any area, which may be considered a hazard for any persons and vehicles operating in the area. All hazards such as trenches, shafts, stored material, work areas, etc.... |
| 1. The safeguard measures for this project shall comply, at a minimum, with all applicable sections of the Occupational, Health, and Safety Act, with the latest addenda. |
| 1.10 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. 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. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings. |
| 1.11 COORDINATION |
| A. General: The work of this Contract includes coordination of the entire work of the project, including preparation of general coordination drawings, diagrams and schedules, and control of site utilization, from the beginning of the demolition activ... |
| B. Copies of governing regulations, which have a bearing on the performance of the work, can be obtained from or reviewed at the local, State, or Federal Agency responsible for the regulation in each case. |
| C. Miscellaneous elements of information having a bearing on the performance of the work, such as weather forecasts and reports of general trade union negotiations; copies must be obtained by the Contractor through normal channels of information. |
| D. Measurements: Verify dimensions of existing work. Any discrepancy between drawings and / or specifications and existing conditions shall be referred to the Architect in writing for adjustment before the work affected thereby has been performed. ... |
| 1.12 MISCELLANIOUS PROVISIONS |
| A. Progress Meetings: In addition to a pre-construction meeting, progress meetings will be held bi-weekly during the course of the project at dates and times to be announced. Refer to section 01 32 00 “Construction Progress Documentation for addition... |
| B. Delivered Materials: Under no circumstances will the OMB/DFM or DOC employees sign as received any materials delivered to the job. |
| C. Permit and Licenses: All required permits will be paid for and obtained by the Contractor. In addition, all Contractors must be licensed by the State of Delaware and New Castle County. |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION (Not Used) |
| 012100 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. |
| 1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to Con... |
| B. Types of allowances include the following: |
| 1. Contingency Allowances. |
| C. Related Sections include the following: |
| 1. Spec Section 00 63 73 Allowance Authorization Form, used to process charges to the Allowance. |
| 1.3 COORDINATION |
| A. Coordinate Allowance items with other portions of the Work. Furnish templates as required to coordinate installation. |
| 1.4 CONTINGENCY ALLOWANCES |
| A. Use the Contingency Allowance only as directed by Architect for Owner's purposes and only by a Change Orders Proposal that indicate amounts to be charged to the allowance. |
| B. Contractor's overhead, and profit ordered by Owner under the Contingency Allowance are already included in the allowance and are part of the Contract Sum. |
| C. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order. |
| 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. The General Contractor shall be responsible for an... |
| 3.3 SCHEDULE OF ALLOWANCES |
| A. Allowance No. 1: Contingency Allowance: Include a contingency allowance of $500,000.00 for use according to Owner's written instructions. |
| 012116_Allowance Authorization (2022) |
| Architect: Tetra Tech Project No. 213-26912-22005 |
| 012300 Alternates |
| 012500 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 01 21 00 "Allowances" for products selected under an allowance. |
| 2. Section 01 23 00 "Alternates" for products selected under an alternate. |
| 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: |
| 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 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, dura... |
| 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 ... |
| 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. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven (7) days of receipt of a request for substitution. Architect will notify Contractor through Construction Manager of accepta... |
| 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 Architect does not issue a decision on use of a proposed substitution within time allocated. |
| B. Quality Assurance |
| 1. 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. |
| 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 fifteen (15) days prior to time required for preparation and review of related submittals. |
| 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with... |
| 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 unless otherwise indicated. |
| C. Substitutions for Convenience: Architect will consider requests for substitution if received within 60 days after the Notice to Proceed/the Notice of Award. Requests received after that time may be considered or rejected at discretion of Architect. |
| 1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with... |
| 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 ... |
| 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. |
PART 3 - EXECUTION (Not Used)
| 012600 contract modifications procedures |
| 012900 payment procedures |
| 013100 project mgmt & coord |
| 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. This Section includes administrative provisions for coordinating construction operations on the Project including, but not limited to, the following: |
| 1. General project coordination procedures. |
| 2. Coordination Drawings. |
| 3. Administrative and supervisory personnel. |
| 4. Project meetings. |
| B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor. |
| C. Related Sections: The following Sections contain requirements that relate to this Section: |
| 1. Spec Section 01 77 00 “Closeout Procedures” for coordinating Contract closeout. |
| 1.3 COORDINATION |
| A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that dep... |
| 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 with other contractors to ensure maximum accessibility for required maintenance, service, and repair. |
| 3. Make adequate provisions to accommodate items scheduled for later installation. |
| B. If necessary, 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. |
| 1. Prepare similar memoranda for the Owner and separate contractors if coordination of their Work is required. |
| C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administr... |
| 1. Preparation of the 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. |
D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.
| 1.4 SUBMITTALS |
| A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materia... |
| 1. Indicate relationship of components shown on separate Shop Drawings. |
| 2. Indicate required installation sequences. |
| B. Staff Names: Within 15 days of starting construction operations, submit a list of principal staff assignments, including superintendent and other personnel in attendance at the Project site. Identify individuals and their duties and responsibilit... |
| 1. Post copies of list in the Project meeting room, in temporary field office, and by each temporary telephone. |
| 1.5 PROJECT MEETINGS |
| A. General: The Architectural/Engineering Consultant shall Schedule and conduct meetings and conferences at the Project site, unless otherwise indicated. |
| 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify the Owner and the Contractor of scheduled meeting dates and times. |
| 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. |
| 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including the Owner and the Architect, within 3 days of the meeting. |
| B. Preconstruction Conference: The Architectural/Engineering Consultant shall Schedule a preconstruction conference before starting construction, at a time convenient to the Owner and the Architect, but no later than 15 days after execution of the Agr... |
| 1. Attendees: Authorized representatives of the Owner, the Contractor, and their consultants; the Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All partici... |
| 2. Agenda: Discuss items of significance that could affect progress, including the following: |
| a. Tentative construction schedule. |
| b. Phasing. |
| c. Critical work sequencing. |
| d. Designation of responsible personnel. |
| e. Procedures for processing field decisions and Change Orders. |
| f. Procedures for processing Applications for Payment. |
| g. Distribution of the Contract Documents. |
| h. Submittal procedures. |
| i. Preparation of Record Documents. |
| j. Use of the premises. |
| k. Responsibility for temporary facilities and controls. |
| l. Parking availability. |
| m. Office, work, and storage areas. |
| n. Equipment deliveries and priorities. |
| o. First aid. |
| p. Security. |
| q. Progress cleaning. |
| r. Working hours. |
| C. Progress Meetings: The Architectural/Engineering Consultant shall conduct progress meetings at bimonthly intervals. Coordinate dates of meetings with preparation of payment requests. |
| 1. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of the Project. |
| a. Contractor’s Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to the Contractor’s Construction Schedule. Determine how construction behi... |
| b. Review present and future needs of each entity present, including the following: |
| 1) Interface requirements. |
| 2) Sequence of operations. |
| 3) Status of submittals. |
| 4) Deliveries. |
| 5) Off-site fabrication. |
| 6) Access. |
| 7) Site utilization. |
| 8) Temporary facilities and controls. |
| 9) Work hours. |
| 10) Hazards and risks. |
| 11) Progress cleaning. |
| 12) Quality and work standards. |
| 13) Change Orders. |
| 14) Documentation of information for payment requests. |
| 2. Reporting: The Architectural/Engineering Consultant shall distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and ... |
| a. Schedule Updating: Revise the Contractor’s Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. |
| PART 2 - PRODUCTS (Not Used) |
| PART 3 - EXECUTION (Not Used) |
| 013113 Project Coordination of Trades |
| 1.1 GENERAL PROVISIONS |
| A. Applicable provisions of the entire Project Manual, including Addenda, shall govern this section as fully as if repeated herein. |
| B. This section is for guidance only and does not relieve the Prime Contractor of the total responsibility for the proper completion of this work. |
| 1.2 CUTTING AND PATCHING |
| 1.3 ABANDONMENT, REMOVAL AND RELOCATION |
| B. Removals shown on drawings are a general indication only and may not necessarily indicate the full extent of removals which may be required to complete this work. |
| C. The Prime Contractor shall seal all existing and resultant penetrations and voids and perform surface refinishing as required. |
| D. Each Contractor shall provide, erect and maintain barricades, guards, bracing, shoring, etc. required for the protection of their workers, the occupants of the building and the General Public. |
| E. During the course of this work, each Contractor shall, by means of canvasses, temporary partitions or otherwise as may seem expedient to them, protect the property and adjacent areas from damage, dirt and dust. |
| F. All demolition work is subject to the direction and approval of the Owner and Engineer and shall be performed in such manner as not to interfere with the normal operation of the building involved. |
| G. Where work under this contract interferes with the existing construction, piping, conduit, fixtures or equipment, remove the existing construction, piping, conduit or equipment and reroute to clear the obstruction providing additional piping and c... |
| H. Disconnect and remove all accessible piping, conduit, ductwork, materials, fixtures and equipment not required in the new systems. Plug all outlets at the main or riser connection. |
| I. Removed materials not desired by the Owner or not to be reset and not specified nor indicated to be reused, shall become the property of the Contractors and shall be promptly removed from the site. Refer to Spec Section 01 74 19 “Construction Was... |
| 013120 payroll reports |
| 013200 construction progress (2) |
| 013301 cadd release |
| 013305 Submittal Procedures and Requirements_FL |
| 013553.16 DOC Security Requirements and Procedures |
| 014000 FL - Quality Requirements |
| 015000 temporary facilities and controls |
| 017329 cutting & patching |
| PART 1 - GENERAL |
| 1.1 RELATED DOCUMENTS |
| A. Drawings and general provisions of the Contract, including |
| B. Spec Section 00 73 13 “General and Supplementary Conditions” and other Division 01 Specification Sections, apply to this Section. |
| 1.2 SUMMARY |
| A. This Section includes procedural requirements for “cutting and patching.” |
| B. Related Sections include the following: |
| 1. Divisions 03 through 09 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. |
| 1.3 DEFINITIONS |
| A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work. |
| B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. |
| 1.4 QUALITY ASSURANCE |
| A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. |
| B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that result in increased maintenance or decreased operational life or safety. Operat... |
| 1. Fire-suppression systems. |
| 2. Mechanical systems piping and ducts. |
| 3. Control systems. |
| 4. Communication systems. |
| 5. Electrical wiring systems. |
| C. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opi... |
| D. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and re... |
| PART 2 - PRODUCTS |
| 2.1 MATERIALS |
| A. General: Comply with requirements specified in other Sections. |
| B. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. |
| 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. |
| PART 3 - EXECUTION |
| 3.1 EXAMINATION |
| A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. |
| 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. |
| 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. |
| 3.2 PREPARATION |
| A. Temporary Support: Provide temporary support of Work to be cut. |
| B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. |
| C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. |
| D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. |
| 3.3 PERFORMANCE |
| A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. |
| 1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. |
| B. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed pro... |
| 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openin... |
| 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. |
| 3. Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. |
| 4. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. |
| 5. Proceed with patching after construction operations requiring cutting are complete. |
| C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation r... |
| 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. |
| 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. |
| a. Clean piping, conduit, and similar features before applying paint or other finishing materials. |
| b. Restore damaged pipe covering to its original condition. |
| 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-p... |
| a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. |
| 4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. |
| 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. |
D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials.
| 017419_Construction Waste Management (Rev 2023) (2) |
| 017700 CLOSEOUT PROCEDURES-updated 10-5-2021 |
| 017823 Operation and Maintenance Data |
| 018000A Statement of Special Inspections - NCC 1-signed |
| 018000B schedule of special inspections |
| 019113 General Commissioning Requirements (2) |
| Geotech Report - BWCI Infirmary Addition |
| 1.0 INTRODUCTION |
| 2.0 DESCRIPTIONS, INVESTIGATIONS, AND SUBSURFACE CONDITIONS |
| 2.1 General Description of the Site and Proposed Facility Development |
| 2.2 Geotechnical Subsurface Investigation Program |
| 2.3 Subsurface Conditions |
| 3.0 GEOTECHNICAL EVALUATION AND DESIGN RECOMMENDATIONS |
| 3.1 Shallow Foundation Systems |
| 3.2 Ground-Supported Floor Slabs |
| 3.3 Retaining Walls (if required) |
| 3.4 Seismic Design |
| 4.0 GENERAL CONSTRUCTION RECOMMENDATIONS |
| 4.1 Site Preparation |
| 4.2 Engineered Fill |
| 4.3 Shallow Foundation Construction |
| 4.4 Underground Utilities |
| 4.5 Groundwater Considerations |
| 4.6 Site Work Quality Control and Assurance |
| 5.0 REPRESENTATIONS |
| Labdata.pdf |
| Whitehall Apartments |
| R01.02.Record.pdf |
| Sheets and Views |
| R01.02.Record |
| Soil Boring Locations.pdf |
| Sheets and Views |
| C-101 |