Engineering, Safety, and Sustainability Division

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

Project Name:

Project Location:

Project/ Solicitation

Number:

Invitation to Bid Addendum #4

DEEP Standardized Cold Storage Building at Thomaston

Garage

422 Watertown Road, Thomaston, CT

DEPA00013203605/DEEP062526CM

Date: 07/29/2026

Bid Opening 2:00 P.M. Local Time August 7th, 2026

Addendum 1 June 30th, 2026

Addendum 2 July 2nd, 2026

Addendum 3 July 16th, 2026

Addendum 4 July 29th, 2026

Attachments included with this addendum are listed below:

• 00 11 16 Invitation to Bid REV 2 – BID OPENING EXTENSION – BIDS DUE BY 2 PM, FRIDAY, AUGUST 7TH 2026; SUBSEQUENT ANTICIPATED DATES POST BID OPENING ALSO

ALTERED ACCORDINGLY.

• 07 92 00 – Joint Sealants

• The Addendum itself serves as the Answers to the RFI open period.

RFI Answers provided below:

1. Please identify the cant material on detail 5/A-11.

a. Cant strip may be eliminated. Instead, substitute a 2” wide polyethylene bond breaker over the backer rod and sealant. Follow manufacturer’s recommendations for this application. Apply the primer to both deck and wall, bypassing the bond breaker tape. Apply base coat of resin, embed the fleece into wet resin while molding it smoothly into the 90-degree angle, and immediately apply topcoat resin until fleece is fully saturated.

2. In consideration of the outstanding questions and the time required to review and incorporate forthcoming responses, would the Owner consider extending the current bid due date to allow adequate time for preparation of competitive bids? Please advise.

a. See 00 11 16 Invitation to Bid REV 2.

http://www.ct.gov/deep

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

3. Appendix A identifies NDDB wildlife protection requirements, including exclusionary practices, protective measures, and involvement of qualified environmental professionals under certain conditions; however, the required measures and limits do not appear to be identified on the drawings. Please clarify the specific wildlife protection measures required for this project and identify the party responsible for providing and maintaining such measures and any required qualified environmental professional services.

a. The NDDB Permit was posted as an attachment in the bid documents. The limits are the Construction Limit Lines for the project. NDDB recommendations are provided within the NDDB Permit itself. Contractor is responsible for following these recommendations.

4. Drawing S-00 shows specs for Structural Steel and decking. The structural steel requires the fabricator and erector to be AISC Certified. Is this only applicable to structural steel shown on S-02?, S-04, S-05? Please Advise.

a. Specifications on Drawing S-00 calling for AISC certification refer to the structural steel shown on Sheets S-02, S-04, and S-05. The engineered building is a delegated design. Certifications required for its fabrication and erection will be addressed by the manufacturer in its delegated design submission.

5. Section 01 71 23 requires a final property survey and record survey information. Please clarify the required scope of the final property survey, including whether an A-2 survey, as-built utility survey, certified site plan, or other specific survey standard/deliverable is required.

a. 01 71 23 clearly states the Related Sections include 01 77 00 “Closeout

Procedures” for the reference to submitting final property surveys. See section

01 77 00 - 1.5 As-Built Document Submittals.

6. Section 01 45 00 includes requirements for construction of mockups for each form of construction and finish; however, specific required mockups, sizes, and locations are not clearly identified. Please identify all physical mockups required as part of the Base Bid, including required size and extent.

a. This information can be found in the following specifications sections:

i. Concrete Unit Masonry 04 22 00.1.7.B

ii. Cast Stone Masonry 04 72 00.1.5.C

iii. Metal Building Systems 13 34 19.1.9.E

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

7. The Geotechnical Report issued with Addendum No. 3 indicates that bedrock removal may be required to achieve proposed foundation and slab subgrades. Please clarify whether bidders are to include all required rock excavation/removal in the Base Bid, or whether rock excavation will be addressed by an allowance, unit price, or differing site condition provision. If included in the Base Bid, please provide the anticipated limits/quantity of rock excavation to be carried uniformly by all bidders.

a. Include bedrock removal in the Earthwork line item of bid. Cut&Fills / takeoffs are the sole responsibility of the Contractor to estimate the required volume values.

8. It was noted that the Contract Documents do not appear to include a finish schedule or architectural painting specification. Please confirm that field-applied architectural painting and respective finish schedule is not required.

a. Field-applied painting IS required. Finishes for building elements as follows:

i. FINISH FOR BUILDING ELEMENTS

1. Structural steel at Lower Level, excluding the decking: high-performance coating per specification Section 09 96 00.

2. See note 14 under Steel Floor Decks on sheet S-00 for finish of decks: all decking to be G90 galvanized.

3. Structural steel at Upper Level (all steel framing elements provided by metal building fabricator under Section 13 34 19

Metal Building Systems): Factory primed.

4. Miscellaneous metal framing and supports: Primed, unless specified to be galvanized.

5. Hollow metal doors and frames: Factory primed. High performance finish coats per Section 09 96 00.

6. Overhead doors: Factory finish.

7. Louvers: Factory finish.

8. ME Items: No ME items, including conduit, ductwork, and equipment, require field painting.

9. NOTE: Concrete, masonry, and insulation do not receive any finishes.

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

9. Spec section 099600 HIGH-PERFORMANCE COATINGS with a basis of design product listed on page 3. is this only applicable to the Structural steel shown on drawing S-02 and not on the pre-engineered metal building steel?

a. Per the finish for building elements schedule above, the high-performance coatings specification applies to the structural steel shown on the structural drawings (particularly sheet S-02). as well as the hollow metal doors and frames. Structural steel supplied by the pre-engineered metal building fabricator will be factory-primed.

10. Spec section 012001 ADDITIONAL CONTRACT CONSIDERATIONS page 3 of 6 has a table listing ER-02 & ER-03 and weren't marked as N/a. Are these item applicable to this project? Id yes, will a bid quantity be provided along with the corresponding soil report?

a. ER-02 and ER-03 should both be marked as N/A.

11. Is Owner’s and Contractor’s Protective Liability Insurance (OCP)? Is yes, please provide policy limit?

a. Refer to the current Connecticut DAS/CS 1150 Credentials and Insurance

Requirements document: https://portal.ct.gov/das/-/media/das/construction-services/das-cs-library/1000-series/1100-series/1150-das-cs-credentials-and-insurance-requirements.pdf .

12. Please confirm if Builders Risk insurance is required, because page 4 of the Bid Proposal

Form is missing, as the specifications state this will be indicated in the Bid Proposal Form.

a. Section 00 21 20 is miss-numbered. There are only 9 pages in this section, page

5 of 10 through 10 of 10 should be 4 of 9 through 9 of 9. No pages are missing from the section. Refer to answer #11 from this Addendum regarding insurance and follow requirements set forth in Project Manual per Section 00

21 30 Table 2 should you be awarded the contract.

13. When is the construction start and finish dates?

a. Clearly outlined in the Invitation to Bid and Bid Proposal Form, Anticipated

Construction Start Date is August x, 2026, upon receipt of Notice to Proceed, Contractor has 270 Calander days to reach substantial completion.

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

14. The Contract Documents include both Owner-provided testing/inspection requirements and

Contractor quality-control testing requirements within individual technical sections. Please confirm which testing and inspection services are to be included in the Contractor's Base

Bid versus those provided and paid directly by the Owner, including concrete, soils/compaction, masonry, structural steel, and Special Inspections.

a. Owner has retained a Third Party Inspection Company to provide the following inspections:

i. Soils and Aggregates

ii. Masonry

iii. Structural Steel

iv. NDT

v. Special Inspection required by OSBI Permit.

15. Section 01 35 26 “Government Safety Requirements,” Paragraph 1.6 B. & F, references requirements for safety personnel; Please clarify: -Whether a dedicated Site Safety and

Health Officer (SSHO) is required; -Whether the Contractor’s superintendent may fulfill the

SSHO role; -Whether any additional safety personnel, certifications, or reporting requirements beyond standard OSHA compliance are required.

a. SSHO may be fulfilled by the Contractors’ superintendent. Structural Steel

Erector and Structural Steel Manufacturer plant require ANSI certifications, respectfully called for on Drawing S-00.

16. Section 071418 specifies a fully reinforced cold fluid-applied polyurethane liquid waterproofing membrane system; however, the locations and limits of this system are not clearly identified on the drawings. Detail 5/A-11 specifically identifies Section 071113

Bituminous Dampproofing at below-grade walls and footings. Please identify all locations and limits where the Section 071418 Liquid Waterproofing Membrane system is required.

a. The liquid waterproofing membrane is intended to seal the joint between the composite slab floor at the Upper Level and the adjacent foundation wall around the entire building perimeter. At minimum, the membrane should extend 4” vertically from the slab and 6” horizontally from the foundation wall, as shown on detail 5/A-11. See also Item 1 above regarding installation.

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

17. Section 042200 and the architectural details identify the Section 047200 cast stone as a

“cast-stone water table”; however, Section 133419 identifies Section 047200 as “Cast Stone

Masonry for wall cap.” Please confirm that Section 047200 applies to the cast-stone water table shown on the drawings and that no separate cast-stone wall cap is required.

a. Yes, Section 04 72 00 applies to the cast-stone water table shown on the drawings. “Cast stone water table” and “cast stone masonry for wall cap” may be used interchangeably.

18. The Contract Documents indicate prefinished, sightproof drainable aluminum louvers with insect screens and provide louver sizes and mechanical performance criteria; however, a technical specification defining louver construction and finish requirements does not appear to be provided. Please provide the applicable louver specification or confirm the required material, finish, and performance requirements.

a. Louver frame shall be 4” deep channel style with .081” extruded aluminum wall thickness with a drainable blades and head. Louver blades shall be stationary J-style located on 4 inch centers and 37 and 45 degree angles and with .081 wall thickness.

Manufacturer’s standard construction and mechanically fastened.

Louver performance shall be certified in accordance with AMCA Certified

Ratings Program when tested in accordance with AMCA 500-L Air

Performance and Water Penetration.

Free area shall not be less than 52%.

Airflow resistance at 1000 feet per minute free area intake velocity shall not be greater than 0.15 water gauge pressure drop. Beginning point of water penetration shall not be less than 963 feet per minute free area intake velocity.

Louvers shall be designed and manufactured to withstand a minimum 25 pound per square foot wind load.

Finish to be 70% Kynar Paint/100% Fluoropolymer (AAMA 2605).

Delete insect screen. Add bird screen, to be .75 inch x .051 inch flattened expanded aluminum.

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

No flange required for base bid and concrete openings. Configuration at openings in metal siding will be per pre-engineered building manufacturer’s delegated design. Any cost adjustment will be made by change order.

19. Section 133419 requires elastomeric sealant between the metal building base channel and concrete and elsewhere as required for waterproofing, and the drawings indicate additional sealed exterior joints/interfaces. However, a Division 07 joint sealant specification defining the required sealant systems, joint preparation, backing materials, primers, and application requirements does not appear to be provided. Please provide the applicable joint sealant specification and identify the required sealant system(s) for the conditions indicated.

a. Specification Section 07 92 00 is attached.

For all horizontal joints, provide a two-part, self-leveling polyurethane traffic grade sealant. Basis of design is “Urexpan NR-200” as manufactured by

Pecora Corporation, or equivalent products by Sika or Tremco.

For all vertical joints, provide single component, non-sag moisture-cured polyurethane elastomeric sealant complying with FS TT-S-00230C(2). Basis of design is“Sikaflex” by Sika Chemical Corp, or equivalent by Tremco

Corporation, Pecora Corporation, or approved equal.

20. Section 260519 references Division 07 Section “Penetration Firestopping”; however, this specification section does not appear to be included, and no fire-rated assemblies requiring penetration firestopping have been identified. Please confirm that the referenced Penetration

Firestopping section is not applicable to this project.

a. Provide 2-hour UL approved firestop at penetration in existing electrical room for power routing to new building.

21. Foundation Plan Note 2 on S-01 states that the foundations are based on preliminary metal building drawings and estimated design loads and that revisions may be required based on final PEMB reactions. Please confirm that the foundations shown in the Bid Documents are the required Base Bid foundation scope. If revisions are required solely due to final PEMB reactions complying with the specified design criteria, please clarify how such revisions are to be addressed.

a. The foundations shown in the Bid Documents are the required Base Bid scope.

Revisions required due to final PEMB reactions complying with the specified design criteria will be addressed in a bulletin issued after OSBI review of the pre-engineered building. Modifications made to the foundation will be addressed by change order if required.

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

22. Section 033000 specifies a penetrating sealer protective compound and detailed application requirements; however, the surfaces required to receive penetrating sealer are not clearly defined. Please identify all concrete surfaces to receive the specified penetrating sealer.

a. All exterior concrete flatwork to receive specified penetrating sealer. (NOTE:

Concrete specifications in project manual apply to site work only. Structural concrete is specified on the structural drawing sheet S-00.)

23. Section 104416 specifies portable fire extinguishers and mounting brackets; however, fire extinguisher quantities and locations are not clearly indicated on the drawings. Please provide required quantities and mounting locations for both building levels.

a. Fire extinguishers are located at each personnel door (for a total of 6). Exact location to be determined by fire marshal.

24. The Table of Contents identifies Liquid Waterproofing Membrane as Section 071418;

however, the specification itself is titled “SECTION 049500 – Liquid Waterproofing

Membrane.” Please confirm that the specification identified as 049500 is intended to be

Section 071418 and applies wherever liquid waterproofing membrane is indicated in the

Contract Documents.

a. Yes, Section 07 14 18 (as seen in the section headers) applies to the liquid waterproofing membrane indicated in the drawings.

25. Several sections of the Contract Documents, including Sections 04 72 00 – Cast Stone

Masonry and 13 34 19 – Metal Building Systems, reference Section 07 92 00 – Joint

Sealants; however, Section 07 92 00 does not appear to be included in the Project Manual.

Please provide Section 07 92 00 – Joint Sealants and confirm the required sealant systems for the project.

a. Specification Section 07 92 00 is attached.

For all horizontal joints, provide a two-part, self-leveling polyurethane traffic grade sealant. Basis of design is “Urexpan NR-200” as manufactured by

Pecora Corporation, or equivalent products by Sika or Tremco.

For all vertical joints, provide single component, non-sag moisture-cured polyurethane elastomeric sealant complying with FS TT-S-00230C(2). Basis of design is“Sikaflex” by Sika Chemical Corp, or equivalent by Tremco

Corporation, Pecora Corporation, or approved equal.

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

26. Could you please clarify if the doors are to be motorized? If so, please provide the phase, voltage, and mounting information, as well as details on any required safety devices.

Additionally, the color specifications indicate both standard baked enamel and powder-coat finishes. Could you confirm which option is preferred? Please note that powder-coating is significantly higher in cost than standard paint. Finally, what is the jamb material the doors are being mounted to?

a. See specification section 08 33 23.2.3 and 2.9 re door operator: ¾ HP standard duty operator with manual back-up.

Operators are 120v/single phase. See also PP1 legend on sheet E-08.

Provide powder-coat finish.

Door opening is 12” deep CMU from floor level to 4’ above the floor, with a

4.5” cast stone water table on top. Head and jambs at door opening above the cast stone are 8” channel framing installed by pre-engineered building manufacturer. Attachment of door track to both surfaces must be coordinated.

Track is assumed to be door manufacturer’s standard steel angle combinations.

27. ON SHEET S-07 DETAIL7 IT CALLS OUT FOR CLIP ANGLES BUT DOES NOT

GIVE A SPACING. PLEASE ADVISE

a. The clip angles identified on detail 7 / S-07 should be spaced at 48" on center.

28. Please provide the room finish schedule.

a. Please see Item 8 for the finish for building elements schedule.

29. Is the 133419 METAL BUILDING SYSTEMS only applicable to structure above upper level elevation 386'6"?

a. This specification applies to structure above elevation 387’-2” (top of foundation wall/piers).

Structure below this elevation is shown on Structural Sheets S-00 through S-07.

163 Great Hill Road • Portland, CT 06480 www.ct.gov/deep Affirmative Action/Equal Opportunity Employer

30. Drawing S-00 shows specs for Structural Steel and decking. The structural steel requires the fabricator and erector to be AISC Certified. Is this only applicable to structural steel shown on S-02?, S-04, S-05?

a. See response to Item 4 above.

31. Drawing detail 10/A1-11 shows Cast Iron Boot but no specifications provided. Please provide.

a. Refer to Specification Section 05 50 00.2.11 Metal Downspout Boots. Cast iron boots to be 24” high, with outlet at 35 degrees from horizontal and sized for connection to 6” PVC drainage pipe. Pre-engineered metal building manufacturer is responsible for sizing downspouts. Assume 4” x 6” rectangular inlet for purposes of bidding.

32. Please provide finish plan and schedule and advise which interior/exterior surfaces are to receive finished paint. Please include all items: Structural steel, decking, girts, insulation, concrete, masonry, MEP items, etc.

a. Please see Item 8 for the finish for building elements schedule.

33. On the ITB it states that Bidders shall be CHRO SBE/MBE certified. On the Bid Proposal

Form, it states that this has CHRO Good Faith Effort Requirements. Please confirm that the prime bidder is required to be SBE/MBE certified.

a. General Contractors bidding on this project need not be SBE/MBE certified themselves. Follow CHRO requirements accordingly for good faith efforts.

This was similarly answered in Addendum #2 for reference.

STATE OF CONNECTICUT

DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION

ENGINEERING UNIT

163 GREAT HILL ROAD, PORTLAND, CT 06480

Bidders shall be CHRO SBE/MBE Certified.

Bidders shall be DAS-Prequalified Contractors if their bid is greater than one million dollars ($1,000,000.00)

BID OPENING:

Plans and Specifications will be Electronically available through the CTsource Bid Board, https://portal.ct.gov/DAS/CTSource/BidBoard, on .

Pre-bid Meeting: All potential bidders are advised to attend a pre-bid meeting at the project location on with a start date on or Contract to be awarded on or about about .

Completion Time Allowed:

Acceptance Time Allowed:

Liquidated Damages:

Calendar Days.

Calendar Days per calendar day.

Bids shall be uploaded and edited electronically on CTsource UNTIL 2:00 p.m. on the Bid Opening Date and thereafter shall be locked down and publicly opened on CTsource.

SECTION 00 11 16

INVITATION TO BID

CT DEEP PROJECT MANUAL

INVITATION TO BID

Federal BABA Applicability: "Build America, Buy America Act" (BABA) requirements apply to this Project.

PROJECT # DEPA00013203605

PROJECT # DEPA00013203605

422 Watertown Road DEEP Standardized Cold Storage Building at Thomaston Garage

July 31st, 2026

August 5th, 2026

July 22nd, 2026; 10:00 AM

August 26th, 2026

270 days

$500

90 days

June 25th, 2026

Do Not

LindgrenS Line

LindgrenS Line

LindgrenS Text Box August 7th, 2026

LindgrenS Line

LindgrenS Text Box August 14th, 2026

LindgrenS Line

LindgrenS Text Box September 2nd, 2026

SECTION 07 92 00

JOINT SEALANTS

Construction Documents – Issued for Bid

June 18, 2026

DEEP Standardized Cold Storage Building

Thomaston, CT

SECTION 079200 – JOINT SEALANTS

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. The general provisions of the Contract, including General and Supplementary

Conditions, and Division 1, General Requirements apply to the work specified in this Section.

1.2 DESCRIPTION OF WORK

A. The extent of caulking and sealants work shall be as herein specified and as indicated on the drawings including, but not necessarily limited to, the following:

- Exterior caulking between concrete/masonry and hollow metal work, louvers, control joints, and as shown.

- Interior caulking of joints between dissimilar materials.

- Interior caulking between masonry and metal work, and as shown.

- Exterior sealant between concrete construction and expansion joints above water.

1.4 SUBMITTALS

A. For information only, submit two copies of manufacturer's specifications, recommendations and installation instructions for each type of sealant, caulking compound and associated miscellaneous materials required. Include manufacturer's published data that material is intended for the application required.

B. Submit samples of manufacturer's standard colors for Architect's selection for all sealants exposed to view.

1.5 WARRANTY

A. Provide the owner with two copies of the written warranty for all caulking and sealants, including materials and workmanship for a period of 5 years.

B. The warranty shall cover removal and replacement of other work which has been superimposed on the caulking work, as required to repair or replace the caulking work, without cost to the Owner.

C. The warranty shall be signed by the Contractor and by the Installer.

1.6 QUALITY ASSURANCE

A. Provide only products of manufacturers with not less than five years of successful experience in supplying the principal materials for the required work.

B. Before purchase of sealants, investigate the compatibility with the joint surfaces, joint filler and other materials in the joint system. Provide only materials which are known to be fully compatible with the actual installation conditions as shown by manufacturers published data or certification.

C. Installer must be a firm with a minimum of five years successful experience in the application of the types of materials required and who employs only skilled tradesmen for the work.

PART 2 PRODUCTS

2.01 Materials:

A. Basis-of-Design Products: Subject to compliance with requirements, provide named or comparable product by one of the following:

1. Dow Corning Corporation

2. Pecora Corporation

3. Tremco Corporation

4. Sika Corporation, Construction Products Division

B. For all vertical joints: Elastomeric, single component complying with FS TT-S-

00230C(2). Basis of design is Sikaflex, by Sika Chemical Corp. or equivalent by Tremco Manufacturing Company, Pecora Corporation, or approved equal.

C. For all horizontal joints: Two-part, self-leveling polyurethane traffic grade sealant.

Basis of design is "Urexpan NR-200" as manufactured by Pecora Corporation or equivalent products by Sika or Tremco. Prep with primer as recommended by manufacturer.

PART 3 EXECUTION

3.1 INSPECTION

A. The Installer must examine the substrate and the conditions under which caulking work is to be performed and notify the Contractor in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer.

3.2 PREPARATION

A. Clean the substrate of projections and substances detrimental to the work, comply with recommendations of the primer materials manufacturer.

B. Apply priming compound to all surfaces at joints in accordance with manufacturer's directions. Mask surfaces where required and remove immediately after sealing is completed.

3.3 INSTALLATION

A. Do not proceed with installation of sealants under adverse weather conditions or when temperatures are below or above manufacturer's recommended limitations for installation. Proceed with the work only when forecasted weather conditions are favorable for proper cure and development of high early bond strength. Wherever joint width is affected by ambient temperature variations, install elastomeric sealants only when temperatures are in the lower third of manufacturer's recommended installation temperature range so that sealant will not be subjected to excess elongation and bond stress at subsequent low temperatures. Coordinate time schedule with General Contractor to avoid delay of project.

B. Use masking tape or other precautionary devices to prevent staining of adjoining surfaces by either the primer/sealer or the sealant/caulking compound.

C. Install sealants to depths as recommended by the sealant manufacturer but within the following general limitations, measured at the center (thin) section of the bead.

1. For normal moving joints sealed with elastomeric sealants, but not subject to traffic, fill joints to a depth equal to 50 percent of joint width but neither more than 1/2" deep nor less than 1/4" deep.

3. Apply and handle sealant in accordance with the manufacturer's written instructions with a minimum exposure to air. Hold the caulking nozzle at 45 degree angle to joint and push sealant ahead of nozzle, forcing materials into the joint.

4. Tool joints as recommended by manufacturer to produce a concave surface.

6. Install bond breaker tape wherever required by manufacturer's recommendation to ensure that elastomeric sealants will perform properly.

7. Finished joint shall be smooth and wrinkle free, with concave surface.

8. Cure sealants and caulking compounds in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesion strength and surface durability.

3.4 CLEANING

A. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces or to migrate into the voids of adjoining surfaces.

B. Remove excess compound and sealant promptly as the work progresses. Clean surrounding materials. Cut out defective joints, prime and reseal.

C. Clean surfaces of excess sealant in accordance with manufacturer's directions.

END OF SECTION 079200

SECTION 042200

CONCRETE UNIT MASONRY

Construction Documents – Issued for Bid

June 18, 2026

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