35614 ESB_RFCQ_Att Long Creek Slab.pdf

ATTACHMENT A –SAMPLE AGREEMENT FORM

PROSPECTIVE CONTRACTOR INSTRUCTIONS: Do not submit this document with your Competitive Quote. If you are the successful prospective Contractor, ODOT will fill in the blanks within this form and request your signature, which will represent your agreement to enter into a contract. PLEASE NOTE: There are some terms in this document that you will be agreeing to should you be awarded a contract; for instance, completion dates and liquidated damages. Please make sure you have read and understand this document before you submit a Competitive Quote.

STATE OF OREGON PUBLIC IMPROVEMENT AGREEMENT FORM

for the project

ESB Long Creek Cold Storage Interior Concrete Slab

Contract Number

Resulting from Request for Competitive Quotes No. S-73000-00006261/35614

This Agreement (the “Agreement”), made by and between the State of Oregon, acting by and through the Department of Transportation, hereinafter called OWNER, and ___________________ hereinafter called CONTRACTOR, (collectively the “Parties”) shall become effective on the date this Agreement has been signed by all the Parties and all required State of Oregon governmental approvals have been obtained, whichever is later. Unless otherwise defined in the in this Agreement or its attachments, the capitalized terms used herein are defined in Section A.1 of the State of Oregon General Conditions for Public Improvement Contracts.

WITNESSETH:

1. Contract Price, Contract Documents and Work.

CONTRACTOR, in consideration of the sum of $____________ (the “Contract Price”), to be paid to CONTRACTOR by OWNER in the manner and at the time hereinafter provided, and subject to the terms and conditions provided in the Contract Documents, all of which are incorporated herein by reference, hereby agrees to perform all Work described and reasonably inferred from the Contract Documents.

CONTRACTOR understands and agrees that various provisions incorporated from websites and Attachments to the Request for Competitive Quotes and other Contract Documents were not physically attached but were and are incorporated by reference and have the same force and effect as if fully set forth therein.

CONTRACTOR shall perform the Work for the Contract Price pursuant to the Request for Competitive Quotes identified above (including all Addenda thereto, if any), CONTRACTOR’S response to the Request for Competitive Quote, and the following attachments to the Request for Competitive Quotes, which were posted in OregonBuys as part of the Request for Competitive Quotes advertisement and are incorporated into the Contract by this reference:

Exhibit 1 Special Provisions Exhibit 2 Specifications and Drawings Exhibit 3 Reserved Exhibit 4 General and Supplemental General Conditions Exhibit 5 Contract Closeout Compliance Checklist

ATTACHMENTS INCORPORATED FROM WEBSITES:

ODOT’s Conflict of Interest Guidelines are available on ODOT’s website (see Guidance, Policy & Resources) and are incorporated into this Contract:

http://www.oregon.gov/ODOT/Business/Procurement/Pages/PSK.aspx

The Contract Price includes: Competitive Quote items #1

Insert pricing here.

2. Representatives.

Unless otherwise specified in the Contract Documents, OWNER designates the person listed below as its Authorized Representative in the administration of the Contract. The Owner’s Authorized Representative shall be the initial point of contact for matters related to performance, payment, authorization, and to carry out the responsibilities of OWNER. CONTRACTOR has named ______________________ its authorized representative to act on its behalf.

Owner’s Authorized Representative:

Name: Shelby Stout Position: Facilities Construction Project Manager Address: 3012 Island Ave City state Zip: La Grande OR 97850 Phone: 541-963-1399 Cell: 541-952-1165 Email: Shelby.stout@odot.oregon.gov

3. Contract Dates (See the General Conditions for definitions of Substantial and Final Completion):

Substantial Completion Date: June 15, 2023 Final Completion Date: June 30, 2023

4. Liquidated Damages.

Failure to achieve Substantial Completion by the time specified above for Substantial Completion will result in damage to OWNER. Since actual damage will be difficult to determine, it is agreed that CONTRACTOR shall pay to OWNER, not as a penalty but as liquidated damages, $100.00 per calendar day for each day elapsed in excess of the Substantial Completion date specified in Section 3 of this Agreement until Substantial Completion is achieved.

http://www.oregon.gov/ODOT/Business/Procurement/Pages/PSK.aspx mailto:Shelby.stout@odot.oregon.gov

5. Certifications.

(a) Reserved.

(b) Contractor certifies that Contractor has no undisclosed liquidated and delinquent debt owed to the State or any department or agency of the State.

(c) Contractor certifies that all subcontractors performing Work described in ORS 701.005(2) (i.e., construction Work) will be registered with the Oregon Construction Contractors Board or licensed by the Oregon State Landscape Contractors Board in accordance with ORS 701.035 to 701.055 before the subcontractors commence Work under the Contract.

(d) Contractor certifies that it is certified by the State of Oregon as an “Emerging Small Business” per the guidelines of the Certification Office for Business Inclusion and Diversity (“COBID”), that it will comply with all requirements of the Emerging Small Business Assistance Program under Oregon Revised Statute (ORS) 200.160 through ORS 200.200, and that it will perform at least 51 percent of the labor for the Work using the Contractor's own workforce.

(e) Contractor has a Qualifying Drug Testing Program in place for its employees that includes, at a minimum, the following: (i) A written employee drug testing policy, (ii) Required drug testing for all new Subject Employees or, alternatively, required testing of all Subject Employees every 12 months on a random selection basis, and (iii) Required testing of a Subject Employee when the Offeror has reasonable cause to believe the Subject Employee is under the influence of drugs.

6. Integration.

THE CONTRACT DOCUMENTS CONSTITUTE THE ENTIRE AGREEMENT BETWEEN THE PARTIES. NO

WAIVER, CONSENT, MODIFICATION OR CHANGE OF TERMS OF THE CONTRACT SHALL BIND EITHER PARTY UNLESS IN WRITING AND SIGNED BY BOTH PARTIES. SUCH WAIVER, CONSENT, MODIFICATION OR CHANGE, IF MADE, SHALL BE EFFECTIVE ONLY IN THE SPECIFIC INSTANCE AND FOR THE SPECIFIC PURPOSE GIVEN. THERE ARE NO OTHER UNDERSTANDINGS, AGREEMENTS, OR REPRESENTATIONS, ORAL OR WRITTEN, NOT SPECIFIED HEREIN REGARDING THIS CONTRACT. CONTRACTOR, BY THE SIGNATURE

BELOW OF ITS AUTHORIZED REPRESENTATIVE, HEREBY ACKNOWLEDGES THAT IT HAS READ THE

CONTRACT, UNDERSTANDS IT, AND AGREES TO BE BOUND BY ITS TERMS AND CONDITIONS.

In witness whereof, OWNER executes this Agreement and CONTRACTOR does execute the same as of the day and year indicated below.

CONTRACTOR’S INFORMATION:

NAME & ADDRESS: __

CONTACT INFORMATION: __

CONTRACTOR’S CCB #: __ CCB EXPIRATION DATE: __

CONTRACTOR’S ESB #: ___

CONTRACTOR’S AUTHORIZED SIGNATURE:

Title Date

OWNER’S AUTHORIZED SIGNATURE:

Title Date

Exhibit 1

SPECIAL PROVISIONS

Project Description

ODOT is seeking one responsive ESB certified contractor to add an interior concrete slab in a cold storage facility located in Long Creek, OR. The building is approximately 30’x 47’, has a sliding barn door, one overhead door, and a man door. The interior floor is currently comprised of asphalt grindings. Contractor will need to verify quantities and existing grades to determine how the slab will need to be laid out with door elevations as doors appear to be sitting at different elevations.

There will be a mandatory pre-bid to be held at the project location on the date as listed in the OregonBuys bid solicitation.

Project Location Hwy 395 (at north end of city limits) Long Creek, OR 97856

ODOT Contact The ODOT Project Managers for this work are

• Travis Duby o Email: travis.duby@odot.oregon.gov o Desk phone: (541) 963-1329 o Cell phone: (971) 599-9473 o Address: 3012 Island Avenue, La Grande, OR 97850

• Shelby Stout o Email: shelby.stout@odot.oregon.gov o Desk phone: (541) 963-1399 o Cell phone: (541) 952-1165 o Address: 3012 Island Avenue, La Grande, OR 97850

The ODOT Project Managers may designate an additional ODOT contact person or engineer to support with inspections or questions in the field.

Scheduling of Contract

1. Substantial completion of the Work shall be no later than June 15, 2023. Final Completion shall be no later than June 30, 2023.

2. After award of bid, the Contractor shall contact the ODOT Project Managers to schedule the

Work at least 10 business days prior to the start of Work. The building will need to be cleared and cleaned out by ODOT prior to construction, this notification is so management can schedule their crew to do so.

3. The Work shall be accomplished on weekdays between the hours of 7 a.m. to 5 p.m. Work hours shall exclude weekends and State Holidays, unless specifically requested by the Contractor and approved by the ODOT Project Managers.

4. The Contractor shall coordinate the efforts of all suppliers and Subcontractors and shall maintain orderly progress of the Work, prevent duplication of effort, and ensure proper sequence of operations.

5. The Contractor shall submit to the ODOT Project Managers a list of the contact information for the Contractor’s project manager and site superintendent, as well as a list of all Subcontractors and their key representatives.

Clean-Up/Conditions of Site

1. The Contractor shall be responsible for keeping the ODOT Project Managers informed of all activity throughout the Work.

2. The Contractor shall clean up all worksite debris resulting from construction and remove all excess construction materials and scraps from the premises. The Contractor shall broom-clean their work area at the end of each work day and neatly stack materials and debris in an approved location. Failure to clean up allows the State to perform the necessary clean-up actions and bill the contractor the direct costs, plus $300.00, to be deducted from final payment.

3. The Contractor shall protect materials subject to damage by temperature or other weather conditions.

4. The location for storage of materials, debris, or dumpster on the Premises shall be approved in advance by the ODOT Project Managers. Disposal facilities, bins, or dumpsters shall not be provided by ODOT.

5. The Contractor shall notify the ODOT Project Managers at least 2 days in advance of any major deliveries.

6. Contractor shall immediately notify the ODOT Project Managers of any damage done by the Contractor to the Premises, grounds, or adjacent State properties.

7. Damage done by the Contractor to the Premises or surrounding area shall be repaired to existing conditions as found prior to the commencement of the Work.

8. ODOT shall not be responsible for the security of the Contractor’s materials, tools, personal belongings, or equipment on the Premises.

9. It is the responsibility of the Contractor to ensure the Work is performed in accordance with

Oregon OSHA rules and regulations.

10. Any permits required for the Work are the responsibility of the Contractor. The Contractor shall provide copies of permits to the ODOT Project Managers prior to the start of work. The Contractor shall be responsible for posting all permits on site in accordance with local jurisdiction requirements.

11. ODOT shall be responsible for contacting ODOT QA Lab for special inspections at no cost to the contractor. The Contractor shall be responsible for scheduling with the ODOT Project Managers at least 2 business days in advance both the compaction and concrete tests. The ODOT QA Lab shall be required to provide copies of the special inspections report to ODOT and the Contractor. The Contractor shall be solely responsible for addressing any deficiencies identified during special inspections.

12. The Contractor shall immediately bring to the attention of the ODOT Project Managers any conflicts or issues between existing utilities and the Work.

13. Restroom and drinking water shall be provided by the Contractor.

Detailed Specifications

• Demolition of existing concrete slab and door thresholds o Break up existing concrete into pieces smaller than 24”. Remove from building and dispose at designated ODOT site.

• Excavation of existing asphalt grindings o Remove grindings to a depth of 12” below finish floor, compact subgrade.

• Base Course Material: 6” of ¾” minus compacted crushed rock o Installed in small lifts and compacted to 95%.

• Concrete Slab:

o See attached details for reference.

o 6” concrete slab on grade with #4 rebar at 24” on center each way with 2” clear at top of slab.

o Concrete finish shall be a smooth troweled finish.

o 12” thickened edge at barn door, overhead door, and man door thresholds. Thresholds shall be flat and true so doors seal tightly. Thresholds shall be sloped away from building to ensure all weather that runs down doors flows away from the building.

• Control Joints: 1-1/2” deep o Saw cut joints same day as placement, as soon as concrete will support weight of saw without marking concrete surface.

o Slab shall be cut into squares no larger than 12’ x12’.

• Concrete sealer shall be Chem-Crete Pavix CCC100. Pavix penetrating sealer shall be applied per manufacture’s recommendations.

• See specifications sections 032000 and 033000 (Exhibit 2).

Submittals The Contractor shall provide the following submittals at a minimum to the ODOT Project Managers.

Submittals shall be approved by the ODOT Project Managers prior to the start of on-site construction.

1. Concrete mix design

2. Saw cut layout

Close-Out

1. All special inspections must be complete prior to Substantial Completion.

2. Inspection of the work by the ODOT Project Managers for establishment of Substantial Completion shall be made within 3 business days after receipt of the Contractor’s written request. At this time, the ODOT Project Managers and the Contractor shall develop a punchlist document of any incomplete or deficient work.

3. Prior to Final Completion, Contractor shall fully instruct ODOT’s operating and maintenance personnel in the operation, adjustment, and maintenance of products, equipment, and systems.

4. Prior to Final Completion, Contractor shall provide a digital copy via email of all operations, maintenance, and warranty information to the ODOT Project Managers.

5. Prior to Final Completion, Contractor shall complete all items on the punchlist.

6. Inspection of the work by the ODOT Project Managers for establishment of Final Completion shall be made within 5 business days after receipt of the Contractor’s written request.

SECTION 032000 -

CONCRETE REINFORCING

032000 - 1

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SECTION 032000 - CONCRETE REINFORCING

PART 1 - GENERAL

1.1 COORDINATION

A. Coordinate with other trades affecting or affected by work of this section.

1.2 PRODUCT DELIVERY, STORAGE & HANDLING

A. Protect against damage and coverage by mud or ice.

B. Tag each piece or bundle and indicate size, grade, and location.

1.3 FIELD MEASUREMENTS

A. Verify prior to fabrication.

B. If field measurements differ slightly from drawing dimensions modify work as required for accurate fit. If measurements differ substantially, notify Construction Project Manager prior to fabrication.

1.4 SUBMITTALS

A. Provide reinforcement shop drawings electronically for approval a minimum of one week prior to placement.

PART 2 - PRODUCTS

2.1 REINFORCING BARS

A. Bars are to be formed from steel conforming to ASTM A-706 where welding of bars will occur and ASTM A-615 at all other bars. Bars shall be uncoated grade 60.

B. Epoxy Coated Bars: All bars in the de-icer containment structure floor slab and walls shall be epoxy coated in accordance with ASTM A 775.

C. See drawing details for specific sizes and configurations.

2.2 TIE WIRE

A. Tie wires are to be black annealed steel conforming to federal specification QQ-W-461.

Minimum wire size is 16 gauge.

Exhibit 2

SPECIFICATIONS AND DRAWINGS

032000 - 2

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

2.3 ACCESSORIES

A. Products shall be constructed of concrete, ceramic, plastic, or metal. Hot-dip galvanize any metal accessories adjacent to exposed concrete surfaces.

B. Manufacturing standard shall be the Manual of Standard Practice, published by Concrete Reinforcing Steel Institute; 180 N. LaSalle Street; Chicago, IL 60601. Copies can be obtained from Institute. Extent of work shall include all accessories necessary for proper Reinforcement placement, spacing, support, and fastening.

2.4 FABRICATION

A. Follow Manual of Standard Practice published by Concrete Reinforcing Steel Institute.

2.5 ALLOWABLE FABRICATION VARIATION FROM DRAWING DIMENSIONS

A. Sheared length shall be plus or minus 1 inch.

B. Tie dimensions shall be plus or minus 1/2 inch.

C. All other bend dimensions shall be plus or minus 1 inch.

PART 3 - EXECUTION

3.1 EXISTING CONDITIONS

A. Verify that surfaces to receive Reinforcement are accurately sized and located, square, plumb, rigid, secure, and otherwise accurately prepared.

B. Prior to starting work, notify General Contractor about defects requiring correction. Do not start work until conditions are satisfactory.

3.2 PROTECTING WORK OF OTHER SECTIONS

A. Protect against damage and discoloration caused by work of this Section.

3.3 INSTALLATION

A. Bend bars without heat. Field bending of partially embedded bars is not permitted without Construction Project Manager’s written approval. Field bending of loose bars is not permitted.

B. Place bars securely to prevent displacement during pour.

C. Bars shall be lapped as shown on drawings, or where not shown as follows. Lap #6 bars 30” minimum. Lap #5 bars 24” minimum. Lap #4 bars 18” minimum. Lap #3 bars 12” minimum.

032000 - 3

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

3.4 ALLOWABLE PLACEMENT VARIATION FROM DRAWING DIMENSION

A. Concrete cover shall be plus or minus 1/4 inch.

B. Spacing between bars shall be plus or minus 1/4 inch.

C. Bar relocation to avoid interference with other reinforcement, conduits, or embedded items shall be 1 bar diameter, unless otherwise approved by Construction Project Manager.

3.5 PRODUCT CLEANING & REPAIRING

A. Prior to concrete placement, remove loose flaky rust, mud, oil, and other bond-reducing coatings.

B. Including work of other trades, clean, repair and touch-up, or replace when directed, products which have been soiled, discolored, or damaged by work of this Section.

C. Remove debris from project site upon work completion or sooner, if directed.

END OF SECTION 032000

SECTION 033000 - CAST-IN-

PLACE CONCRETE

033000 - 1

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 COORDINATION

A. Coordinate with other trades affecting or affected by work of this section.

1.2 PRODUCT DELIVERY, STORAGE, & HANDLING

A. Protect against damage and discoloration.

B. Conform to ASTM C-94.

1.3 WEATHER PRECAUTIONS

A. Use cold weather provisions when temperatures are below 40 degrees Fahrenheit.

1. Follow Standard Specification for Cold Weather Concreting, ACI 306.1, copies of which can be obtained from the Institute at Box 19150; Redford Station; Detroit, MI 48219.

2. Do not place concrete during cold weather until protection materials and equipment are at or near project site.

3. Do not place concrete on frozen subgrade.

4. Remove ice and snow from reinforcing, forms, embedded items, and other contract surfaces.

5. Raise and maintain temperature of all surfaces in contact with concrete above 40 deg. F prior to Concrete placement.

6. Do not use salts or chemical admixtures to prevent concrete freezing.

7. Terminate any water curing at least 24 hours before any anticipated freezing temperatures.

8. Locate and direct any heaters or ducts so as not to cause overheating or overdrying of concrete or create fire hazards.

9. Directly exhaust flue gases from any combustion heaters to outside of any enclosures.

10. Following protection period, allow concrete to cool gradually.

11. Assume responsibility, including costs, for testing suspected frozen concrete.

12. Remove and replace freeze-damaged concrete at contractor's expense.

B. Place concrete according to the following warm weather provisions when air temperature exceeds 85 degrees Fahrenheit or when wind speeds exceed 10 miles per hour.

1. Maximum Concrete temperature at time of placement shall not be greater than 70 deg. F.

2. Mix concrete minimum possible time, and place as soon as possible thereafter.

3. Sprinkle forms, reinforcing, embedded items, and subgrade with cool water immediately prior to concrete placement.

4. Protect unstripped formwork and exposed concrete surfaces against excessive drying with water spray, or other approved method.

033000 - 2

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5. Assume responsibility, including costs, for testing damage-suspected concrete.

6. Remove and replace damaged concrete at contractor's expense.

1.4 ADVANCE NOTICES

A. Coordinate with testing laboratory at least 24 hours before intended concrete placement.

B. Place no concrete until formwork and reinforcement have been observed by ODOT Construction Project Manager, testing laboratory representative and local regulating jurisdiction.

1.5 SUBMITTALS

A. Provide concrete mix design one week prior to anticipated placement.

PART 2 - PRODUCTS

2.1 PORTLAND CEMENT

A. Type I and II cement conforming to ASTM C-150.

B. Use the same manufacturer and brand for all exposed concrete.

2.2 AGGREGATE

A. Conform to ASTM C-33.

B. Maximum size is 1 inch and not more than one-fifth of narrowest dimension between sides of forms, one-third of depth of slab, nor three-fourths of narrowest space between reinforcing bars.

C. Aggregates for exposed concrete shall be of matching size and shall come from same source.

2.3 ENTRAINED AIR

A. Provide at exterior exposed flatwork.

B. Conform to ASTM C-260.

C. Admixtures containing calcium chloride, thiocyanates, or admixtures containing more than 0.05% Chloride Ions are prohibited.

D. Total air content shall be 5%, plus or minus 1% of Concrete Volume.

033000 - 3

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

2.4 WATER REDUCING ADMIXTURES

A. Conform to ASTM C-494, type A.

B. May be used at contractor’s option at no additional cost to ODOT.

2.5 WATER

A. Water used in concrete shall be clean and potable.

2.6 CALCIUM CHLORIDE

A. Calcium chloride is not allowed.

2.7 BONDING AGENT

A. At dry surfaces use Dayton Superior Day-Chem Ad Bond (J-40), Euclid Euco Weld, Sonneborn Sonocrete, or approved alternate.

B. At damp surfaces use Euclid Euco Epoxy 452 MV or 620, Sika Sikadur Hi-Mod, or approved alternate.

2.8 EXPANSION JOINT FILLER

A. Asphalt-impregnated cane fiber conforming to ASTM D-1751.

B. Use 1/2 inch or thickness shown on drawings.

2.9 EXPANSION JOINT BACKER ROD

A. Backer rod shall be extruded closed cell polyethylene with water resistant skin conforming to ASTM D1622, ASTM C1016, ASTM C1253 and ASTM D5249.

B. Use product supplied by Backer Rod Mfg. Inc. Mile High Foam, or approved equal.

C. Diameter shall be 1/8” greater than joint width, or as recommended by manufacturer.

2.10 CONTROL JOINT SEALANT

A. Select one or two part system as recommended by manufacturer for application.

2.11 MIXING CONCRETE

A. Mix design shall conform to ACI 318-02.

033000 - 4

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

B. Readymix type shall conform to ASTM C-94.

C. Assume responsibility for mix design and product performance.

D. Minimum 28 day compressive strength, locations, and minimum cement content as shall be as follows.

1. At floor slabs and flat work: 4500 psi concrete. Maximum water cement ratio: 0.45.

2. At foundations and stemwalls: 3500 psi concrete. Maximum water cement ratio: 0.53.

E. Maximum slump shall be 4 inches plus or minus 1 inch, except that the slump may be increased to 8 inches when super plasticizers are used and accepted as part of the mix design. Concrete with greater slump will be rejected and must be replaced at contractor’s expense. No water is permitted to be added at the job site.

F. Water shall be added at the batch plant in accordance with the mix design. No water is permitted to be added at the job site.

2.12 NON-SHRINK GROUT

A. Portland cement based grout conforming to ASTM C 1107, Grade A, B, and C.

B. Consistency shall be Flowable per ASTM C 827-95a.

C. Product shall be W.R. Meadows 588 non-shrink, non-gaseous precision grout, or approved alternate.

D. Minimum strength at 3 days shall be 5000 psi.

E. Provide as shown on drawings and as noted in specifications.

2.13 CONCRETE STABILIZER

A. Product shall be BASF Delvo Stabilizer, or approved alternate.

2.14 VAPOR RETARDER

A. Basis of design is Vaporblock Series (VB15) by raven Industries. Thickness is 15 mil.

2.15 REPAIR MATERIAL

A. "Sacking" material shall be a manufactured cementitious product intended for surface repair of concrete and suitable for the application.

B. Color shall match and blend with the concrete substrate.

033000 - 5

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

PART 3 - EXECUTION

3.1 EXISTING CONDITIONS

A. Verify that formwork, reinforcement, and embedded items are accurately and securely placed, clean, water and frost-free, and ready to receive concrete.

B. Prior to starting work, notify General Contractor about defects requiring correction.

C. Do not start work until all conditions are satisfactory.

3.2 PROTECTING WORK OF OTHER SECTIONS

A. Protect against damage and discoloration caused by work of this Section.

3.3 SURFACE PREPARATION

A. Remove foreign matter from surfaces and areas to receive concrete.

B. Place vapor retarder at locations indicated. Lap edges as recommended by manufacturer, but not less than 12 inches.

C. Sprinkle subgrades and other porous surfaces with water to eliminate suction.

3.4 JOINTS IN FLATWORK

A. Provide joints only at locations shown on plan.

B. Form joints to true, straight lines. Sawcut where shown.

C. Form carefully for tight fit around objects to penetrate joint.

3.5 PLACING CONCRETE

A. Convey and place by methods which will prevent material separation and loss.

B. Deposit continuously, or in layers that will not form seams or weakened planes.

C. Do not convey pneumatically-placed concrete through aluminum pipe. Do not retemper or use set concrete.

D. Place concrete within 90 minutes of time indicated on the batch ticket. ODOT Construction Project Manager may reject all material not placed within the time limit.

E. Placement of concrete can be extended to 2.5 hours maximum from time indicated on batch ticket with the use of concrete stabilizer proportioned according to manufacturers recommendations.

033000 - 6

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

3.6 CONSOLIDATING CONCRETE

A. Employ mechanical, high-frequency vibrators to consolidate concrete around reinforcement, into corners and angles of forms, and to exclude rock pockets, air bubbles, and honeycomb.

B. Hold vibrator in one spot no longer than 15 seconds and keep in constant motion, insert and withdraw at points approximately 18 inches on center.

C. Maintain vibrator in vertical position when penetrating concrete.

D. Transporting concrete with vibrator is not permitted.

E. Maintain spare vibrator at job site during concrete placement.

3.7 FINISHING FORM TIE HOLES

A. After form tie removal, fill holes with non shrink grout mixed as dry as feasible. Ram grout solid. Form tie holes, which are not exposed to final view need not be grouted, unless concrete is scheduled to receive dampproofing or waterproofing.

3.8 VOIDS & GRAVEL POCKETS

A. Replace or repair where necessary and where directed by Construction Project Manager.

Imperfections shall be “sacked” to provide a smooth and uniform finish at all permanently exposed surfaces.

B. Where sacking is required, it shall extend beyond the imperfection as required to blend in appearance with surrounding concrete to the satisfaction of the Construction Project Manager.

Sack entire surface to adjoining edges if an acceptable blend cannot be achieved.

3.9 EXPOSED VERTICAL FINISHES

A. Exposed surfaces shall be smooth and free of distortions, fins, voids and other defects.

Imperfections shall be “sacked” to provide a smooth and uniform finish at all permanently exposed surfaces.

B. Variations shall not exceed 1/8” in 10’ when measured with a straight edge.

3.10 CONCEALED HORIZONTAL SURFACES

A. Concealed horizontal surfaces shall be smooth and free of distortions, fins, voids and other defects more than 1/8" in vertical dimension.

3.11 CONCRETE SLAB FINISHES

A. Screed all slabs to true levels or slopes.

033000 - 7

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

B. Bring to true surfaces with suitable float.

C. Provide light broom finish over exterior walking surfaces and other surfaces as noted after toweling.

D. Provide smooth trowel finish at all interior floor slabs and covered storage.

3.12 ALLOWABLE FLATWORK TOLERANCES

A. All Surfaces are to be true to within 1/4 inch per 10 feet.

3.13 WET CURING

A. Minimum wet curing period is 7 days for all concrete.

B. Minimum curing air temperature is 50 degrees Fahrenheit.

C. Wet cure all concrete flatwork by keeping surface continuously wet with water by sprinkling, ponding or other method approved by Construction Project Manager for duration required.

D. Do not allow concrete surface to dry at any time during curing period. Curing blankets or other appropriate methods may be used provided they are maintained at all times and appropriate means are used to keep concrete continuously wet.

3.14 NON-SHRINK GROUT INSTALLATION

A. Follow manufacturer's installation instructions.

B. Do not retemper set grout.

C. Thoroughly compact grout free of air pockets; do not vibrate grout.

D. Do not remove leveling shims, if any, until 48 hours after grout placement. After shim removal fill voids with grout.

E. Cure grout in accordance with manufacturer’s recommendations.

3.15 EMBEDDED ITEMS

A. Place as indicated on drawings plumb and true to required alignment. Secure in place to prevent movement during concrete placement.

B. Carefully consolidate concrete around items to prevent voids.

C. Follow trench drain manufacturer’s written installation recommendations and instructions to achieve a satisfactory installation.

033000 - 8

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

3.16 CONTROL JOINT SEALANTS

A. Ensure concrete has cured in accordance with manufacturer's installation requirements prior to installing.

B. Place in accordance with manufacturer's installation instructions. Top of sealant shall be level with adjacent concrete.

3.17 CONCRETE TESTING AND SAMPLING

A. Coordinate with testing laboratory to ensure samples are taken when required.

B. Take three concrete cylinders from the middle of the first load for each concrete pour, or as directed by the Construction Project Manager.

C. Test concrete slump from the first load for each concrete pour, or as directed by the Construction Project Manager.

3.18 DEFECTIVE WORK

A. Remove and replace any surfaces which show excessive cracks, slabs which do not drain properly, vertical surfaces containing pockets or improperly consolidated concrete and other defective concrete.

B. On surfaces scheduled to receive covering remove, by grinding if necessary, any defects of sufficient magnitude to show through covering.

C. Remove honeycombed and other defective concrete down to sound concrete and replace. If chipping is necessary, shape edges perpendicular to surface or slightly undercut. Do not feather Edges.

D. If tests indicate that concrete has failed to meet specifications, replace substandard material, unless otherwise directed.

3.19 PRODUCT CLEANING & REPAIRING

A. Including work of other trades, clean, repair and touch-up, or replace when directed, products which have been soiled, discolored, or damaged by work of this Section.

B. Remove debris from project site upon work completion or sooner, if directed.

3.20 PROTECTING COMPLETED WORK

A. Protect work specified herein against damage and discoloration.

033000 - 9

Copyright © 2022 by the American Institute of Architects. Warning: This AIA MasterSpec based document is protected by U.S. Copyright Law and International Treaties. It was created by "Oregon Department of Transportation" for "La Grande Sign Shop". A valid, current MasterSpec license is required for editing and use of this document for any other project.(18578)

3.21 WASTE CONCRETE

A. Provide containment for all concrete wash water. Remove concrete sediment and solids from site and dispose of legally.

B. Remove excess concrete debris and waste from site and dispose of legally.

END OF SECTION 033000

NOTE: SAW CUT JOINTS SAME DAY AS PLACEMENT

AS SOON AS CONCRETE WILL SUPPORT WEIGHT OF

SAW WITHOUT MARKING CONCRETE SURFACE.

SAW CUT CONTROL

JOINT 11" DEEP

TYPICAL SLAB REINFORCING, #4

BARS AT 18" ON CENTER, EACH WAY

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UNDISTURBED 15 MIL VAPOR RETARDER

SOIL STRUCTURAL FILL COMPACTED TO

95% PER ASTM D698

TYPICAL CONCRETE SLAB

SCALE: 3/4" = 1 '-0"

12" MIN.

TYPICAL EXTERIOR

SLOPE EDGE DOWN

1/2" OVER 1-0"

TYPICAL CONCRETE

SLAB

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1'-0"

#3 REBAR AT 12" 12"

ON CENTER 7" L

7"

STRUCTURAL FILL

(2) #4 REBAR,

CONTINUOUS

OVERHEAD DOOR THRESHOLD

SCALE: 3/4" = 1 '-0"

Exhibit 3 Reserved

Exhibit 4

GENERAL CONDITIONS AND SUPPLEMENTAL GENERAL CONDITIONS

This Request for Competitive Quotes and the resulting Contract for the ESB Long Creek Cold Storage Interior Concrete Slab are governed by the STATE OF OREGON GENERAL CONDITIONS FOR PUBLIC IMPROVEMENT CONTRACTS, January 1, 2012 Edition (“General Conditions”) which, although not physically attached, is incorporated herein by reference as an Attachment with the same force and effect as though fully set forth herein:

http://www.oregon.gov/das/Procurement/Guiddoc/GenCon4PI.pdf

Supplemental General Conditions: The following supplements modify the General Conditions this project. Where a portion of the General Conditions is modified or deleted by these Supplemental General Conditions, the unaltered portions of the General Conditions shall remain in effect.

SGC-1 Add the following after A.3.4 under INTERPRETATION OF CONTRACT DOCUMENTS

A.3.5 The characterization of provisions of the Contract as material provisions or the failure to comply with certain provisions as a material breach of the Contract shall in no way be construed to mean that any other provisions of the Contract are not material or that failure to comply with any other provisions is not a material breach of the Contract.

A.3.6 Electronic Signatures. Contractor and Owner agree that signatures, and other forms of authorized representative certification, showing on documents, including but not limited to copies of the Contract, bonds, Change Orders and amendments, submitted or received via email or other electronic means, when submittal or receipt in that manner is required or allowed by Owner are “Electronic Signatures” under ORS Chapter 84 and bind the signing party and are intended to be and can be relied upon by the parties. Owner reserves the right at any time to require Contractor to deliver the hard copy originals of any documents.

SGC-2 Add the following after Section A.7 GOVERNMENT EMPLOYMENT STATUS:

A.8 TITLE VI NON-DISCRIMINATION PROVISIONS

During the performance of the Contract, Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the “Contractor”) agrees as follows:

a. Compliance with Regulations: Contractor shall comply with the Regulations relative to nondiscrimination in Federally-assisted programs of the Department of Transportation Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of the Contract.

b. Nondiscrimination: Contractor, with regard to the work performed by it during the Contract, shall not discriminate on the grounds or race, color, sex, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. Contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the Contract covers a program set forth in Appendix B of the Regulations.

http://www.oregon.gov/das/Procurement/Guiddoc/GenCon4PI.pdf

c. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by Contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by Contractor of Contractor’s obligations under the Contract and the Regulations relative to nondiscrimination on the grounds of race, color, sex, or national origin.

d. Information and Reports: Contractor shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by ODOT, FHWA or the Federal Transit Administration (“FTA”) as appropriate, to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of Contractor is in the exclusive possession of another who fails or refuses to furnish this information, Contractor shall so certify to ODOT, FHWA or FTA as appropriate, and shall set forth what efforts it has made to obtain the information.

e. Sanctions for Noncompliance: In the event of Contractor’s noncompliance with the nondiscrimination provisions of the Contract, ODOT shall impose such Contract sanctions as ODOT, FHWA or FTA may determine to be appropriate, including, but not limited to:

(i) Withholding of payments to Contractor under the Contract until Contractor complies, and/or

(ii) Cancellation, termination or suspension of the Contract, in whole or in part.

f. Incorporation of Provisions: Contractor shall include the provisions of paragraphs (a) through (e) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. Contractor shall take such action with respect to any subcontract or procurement as ODOT of the federal government may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event Contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, Contractor may request ODOT, and, in addition, Contractor may request the United States to enter into such litigation to protect the interests of the United States.

SGC-3 Make the following revisions to Section B.5 COMPLIANCE WITH GOVERNMENT LAWS AND

REGULATIONS:

• Add the following to the end of Section B.5.1:

All rights and remedies available to Owner under applicable federal, state and local laws are also incorporated by reference herein and are cumulative with all rights and remedies under the Contract.

• Delete Section B.5.2(a) and replace with the following:

(a) Pursuant to ORS 279A.110, Contractor shall not discriminate against a disadvantaged business enterprise, a minority-owned business, a woman-owned business, a business that a service-disabled veteran owns or an emerging small business, in the awarding of subcontracts.

• Add the following Section B.5.2(c):

(c) Compliance with ORS 279C.520 also includes (i) As required by ORS 279C.520, the Contractor must comply with ORS 652.220 and shall not unlawfully discriminate against any of Contractor’s employees in the payment of wages or other compensation for work of comparable character on the basis of an employee’s membership in a protected class.

“Protected class” means a group of persons distinguished by race, color, religion, sex, sexual orientation, national origin, marital status, veteran status, disability, or age. The Contractor’s compliance with this section constitutes a material element of this Contract and a failure to comply constitutes a breach that entitles Agency to terminate this Contract for cause,

(ii) The Contractor shall not prohibit any of its employees from discussing the employee’s rate of wage, salary, benefits and other compensation with another employee or another person, and shall not retaliate against an employee who discusses the employee’s rate of wage, salary, benefits or other compensation with another employee or another person.

• Add the following Section B.5.2(d):

(d) Respecting certification as a disadvantaged business enterprise, minority-owned business, woman-owned business, business that a service-disabled veteran owns or an emerging small business under ORS 200.055, as and when applicable, the Contactor shall maintain the certifications, and require in its subcontracts that subcontractors maintain the certifications required by ORS 279A.107.

• Add the following Section B.5.2(e):

(e) It is a material term of the Contract that the Contractor certifies by entering into the Contract that Contractor has a written policy and practice that meets the requirements described in ORS 279A.112 (HB 3060, 2017) for preventing sexual harassment, sexual assault and discrimination against employees who are members of a protected class and that the Contractor shall maintain the policy and practice in force during the entire term of the Contract.

SGC-4 Delete Section B.15 GOVERNING LAW in its entirety and replace with the following:

B.15 GOVERNING LAW. This Contract shall be governed by and construed and enforced in accordance with the laws of the State of Oregon without regard to principles of conflicts of laws.

SGC-5 Add the following after Section D.3 CLAIMS REVIEW PROCESS

D.4 FALSE CLAIMS (OREGON FALSE CLAIMS ACT)

D.4.1 Contractor understands and acknowledges it is subject to the Oregon False Claims Act (ORS

180.750 to 180.785) and to any liabilities or penalties associated with the making of a false claim under that Act. By its execution of the Contract, Contractor certifies the truthfulness, completeness, and accuracy of any statement or claim it has made, it makes, it may make, or cause to be made that http://www.leg.state.or.us/ors/180.html http://www.leg.state.or.us/ors/180.html pertains to the Contract or the Project for which the services are being performed, including but not limited to Contractor’s statement of proposal and any invoices, reports, or other deliverables.

D.4.2. Contractor shall immediately disclose (in writing) to Agency whenever, in connection with the award, performance or closeout of the Contract, or any subcontract thereunder, Contractor has credible evidence that a principal, employee, agent, or subcontractor of Contractor has committed—

(i) A violation of the Oregon False Claims Act; or

(ii) A violation of State or Federal criminal or civil law involving fraud, conflict of interest, bribery, gratuity or similar misconduct.

D.4.3. Contractor must include subsections D.4.1 and D.4.2 of this section in each subcontract Contractor may award in connection with the performance of the Contract. In doing so, Contractor may not modify the terms of those subsections, except to identify the subcontractors or sub grantee that will be subject to those provisions.

SGC-6 Section E.5 RETAINAGE is deleted in its entirety and replaced with the following:

E.5 RETAINAGE

E.5.1 Retainage, if withheld, shall be withheld and released in accordance with ORS 279C.550 to 279C.580:

E.5.1.1 Owner reserves the right in its sole discretion to not withhold retainage from progress payments or to begin withholding retainage at any time. If Owner withholds retainage from progress payments the amount to be retained will not exceed five percent of the payment. As Work progresses, Owner may reduce the amount of the retainage and may eliminate retainage on any remaining monthly Contract payments after 50 percent of the Work under the Contract is completed if, in the Owner's opinion, such Work is progressing satisfactorily. Elimination or reduction of retainage shall be allowed only upon written application by the Contractor, which application shall include written approval of Contractor's surety; except that when the Work is 97-1/2 percent completed the Owner may, at its discretion and without application by the Contractor, reduce the retained amount to 100 percent of the value of the Work remaining to be done. Upon receipt of written application by the Contractor, Owner shall respond in writing within a reasonable time.

E.5.1.2 If retainage is withheld, unless the Contractor requests and the Owner accepts a form of retainage described in options (a) or (b) below, the Owner (except as otherwise provided below for a contract of $500,000 or less) will deposit the retainage in an interest-bearing escrow account as required by ORS 279C.570(2). The Contractor shall execute such documentation and instructions respecting the interest-bearing escrow account as the Owner may require to protect its interests, including but not limited to a provision that no funds may be paid from the account to anyone without the Owner’s advance written authorization. In accordance with the provisions of ORS 279C.560 and any applicable administrative rules, unless the Owner finds in writing that accepting bonds, securities or other instruments described in option (a) below or a security bond described in option (b) below poses an extraordinary risk that is not typically associated with the bond, security or instrument, the Owner will approve the Contractor’s written request:

(a) to be paid amounts which would otherwise have been retained from progress payments where Contractor has deposited acceptable bonds, securities or other instruments of equal value with Owner or in a custodial account or other mutually-agreed account satisfactory to Owner, with an approved bank or trust company to be held in lieu of the cash retainage for the benefit of Owner. Interest or earnings on the bonds, securities or other instruments shall accrue to the Contractor. The Contractor shall execute and provide such documentation and instructions respecting the bonds, securities and other instruments as the Owner may require to protect its interests. To be permissible the bonds, securities and other instruments must be of a character approved by the Director of the Oregon Department of Administrative Services, including but not limited to:

(i) Bills, certificates, notes or bonds of the United States.

(ii) Other obligations of the United States or agencies of the United States.

(iii) Obligations of a corporation wholly owned by the…