Concrete Foundation Rebid

Agency:	Town of Westerly
State:	Rhode Island
Type of Government:	State & Local
NAICS Category:	238110 - Poured Concrete Foundation and Structure Contractors
Posted Date:	Apr 8, 2026
Due Date:	Apr 29, 2026
Solicitation No:	26-54
Original Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

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TOWN OF WESTERLY / WESTERLY PUBLIC SCHOOLS

Request for Quotation 26-54

April 8, 2026

The Town of Westerly/Westerly Schools (Town), Westerly, RI, acting through its Purchasing

Agent, is hereby soliciting quotes for the above referenced RFQ and you are hereby invited

to submit a bid for the Scope of Work described in this Request for Quotation, in strict

accordance with the Bid Documents.

TERMS AND CONDITIONS

Bids shall be based on the Terms and Conditions as referenced in this Request for Quotation.

BID DUE DATE/SUBMITTING INSTRUCTIONS

SEALED BIDS ARE DUE and MUST BE SUBMITTED to Eileen Cardillo, Purchasing Agent at Westerly Town

Hall, 45 Broad St., Westerly, RI 02891 on the attached BID FORM, Attachments B, NO LATER THAN 2:00

p.m. April 29, 2026. A Bid submitted on other than the attached BID BREAKDOWN FORM may be

rejected. Bidders must include one original and a public copy on a flash drive of the Bid as defined

in the Instruction to Bidders.

A non-mandatory pre-bid walkthrough will be held at 2:00 p.m. on April 15, 2026 at the

Department of Public Works 35 Larry Hirsch Lane, Westerly, RI 02891.

BIDDER’S QUESTIONS

Questions regarding this solicitation must be emailed and received by the Purchasing

Agent at ecardillo@westerlyri.gov no later than 12:00 PM on April 21, 2026 in a Microsoft

Word attachment with the corresponding solicitation number. Questions, if any, and

responses will be posted as an addendum to this solicitation.

SPECIAL INSTRUCTIONS TO BIDDERS

1. Bidder shall base the Proposal on providing all materials and equipment, FOB jobsite.

2. Bid Price which exceed $50,000 must include a 5% Bid Bond and cost of Payment and

Performance Bonds. The successful Bidder will be required to post a 100% Payment and

Performance Bond.

3. Bidders shall note that if their bid is based on Prevailing Wage (RIGL Sec 37-13-1 et seq.).

The successful bidder and its subcontractors must pay their workers at the applicable

prevailing wage rates (adjusted every July 1) for the various trades on a weekly basis and

submit certified weekly payroll as described in the Instructions to Bidders. Prevailing wage rate

schedules are available at the Rhode Island Department of Labor and Training website at

www.dlt.ri.gov.

4. Bidder’s prices shall include all Permits/Fees.

5. Quotes must be firm for a minimum of 120 days from date of submission.

6. Bid Completeness - Pricing submitted on this project must be an all-inclusive price. The

intent of an all-inclusive Price is such that no Adds or Change Orders will be necessary.

7. If the Bidder submits a supporting/additional document with their bid, that document must

include page numbers.

TOWN OF WESTERLY / WESTERLY PUBLIC SCHOOLS

8. This project is Tax exempt for Rhode Island Sales Tax and Federal Excise Taxes.

9. The Successful Bidder MUST be able to have a response time that will allow an assigned

project to be completed when requested by the Town/School.

RFQ BID DOCUMENTS

Table of Contents – Page 3

Attachment A – Scope of Work/ Project Schedule, Pages 4-56

Attachment B – Bid Form Page 57-58

Attachment C – Instruction to Bidders Pages 59-65

APPENDIX A – Bidder Certification Pages 66-70

Agreement – Westerly Standard Agreement Pages 71-80

BIDDER CERTIFICATION and DISCLOSURE FORM: Bidders must include,

complete, sign and submit a Bidder Certification Form with each bid proposal. See

APPENDIX A.

The Town of Westerly/Westerly Schools reserves the right to reject any/all bids, waive any

informalities in the bids received and to accept and award the bid to the lowest evaluated bid deemed

most favorable to the interest of the Town/School.

The Town/School does not discriminate based on age, color, gender, national origin, race, religion,

sexual orientation, or disability in accordance with applicable laws and regulations

Regards,

Eileen Cardillo

Purchasing/Risk Manager

Town of Westerly/ Westerly Public Schools

45 Broad Street

Westerly, RI 02891

Tel: (401) 348-2625

Email: ecardillo@westerlyri.gov

www.WesterlyRI.gov

CC: File

TOWN OF WESTERLY / WESTERLY PUBLIC SCHOOLS

TABLE OF CONTENTS

Concrete Foundation Rebid

RFQ 26-54

Division 2 – Site Construction

Helical Piles/ Helical Anchors

Division 3 - Concrete

Concrete Formwork

Concrete Reinforcement

Cast-in-Place Concrete

Concrete Finishing

Concrete Sealing

02000

03100

03200

03300

03345

03375

JC Engineering LLC

TOWN OF WESTERLY / WESTERLY PUBLIC SCHOOLS

ATTACHMENT "A"

SCOPE OF WORK

HELICAL PILES / HELICAL ANCHORS

02000

PART 1- SCOPE

1.1 The work consists of designing, furnishing, and installing helical piles and load

transfer devices used to support compressive loads according to the project Plans

and these specifications.

1.2 The parties and contract terms referred to in this specification are as follows:

1.2.1 The Owner is the person or entity that owns the facility or will own the

facility once it is completed. The Owner may have contractual agreements

with, and be represented by, other parties such as engineers, architects or

contractors that perform services under the direction of the Owner. Where

Owner is used in this specification, it refers to the Owner or the Owner’s

contracted representatives separate from the Installing Contractor.

1.2.2 The Pile Designer is the individual or firm generally hired by the Installing

Contractor to design the helical piles.

1.2.3 The Installing Contractor installs and tests (if necessary) the helical piles, and

possibly performs other tasks associated with the project.

1.2.4 The Plans refer to the contract documents, including but not limited to the

drawings and specifications for the project.

1.3 The work may include helical pile load testing.

1.4 The Owner will be responsible for obtaining any right-of-way or easement access

permits necessary for the helical pile installation.

1.5 Unless otherwise noted, the Installing Contractor shall provide all labor, tools,

equipment, and materials necessary to accomplish the work.

1.6 The Owner will provide suitable access to the construction site for the Installing

Contractor’s personnel and equipment.

1.7 Unless specifically noted otherwise in the contract documents, the Owner will

remove and replace any structures, utilities, pavements, landscaping, or other

surficial improvements in the work area as necessary to facilitate the work.

1.8 The Owner will be responsible for overall construction oversight to preclude the

development of unsafe conditions.

1.9 The Owner will be responsible for a horizontal field survey of the helical pile

locations prior to helical pile installation and an elevation survey to determine pile

shaft cutoff height subsequent to helical pile installation.

1.10 The work does not include any post-construction monitoring of pile performance

unless specifically noted otherwise in the contract documents.

TOWN OF WESTERLY / WESTERLY PUBLIC SCHOOLS

HELICAL PILES / HELICAL ANCHORS

02000-01

PART 2- REFERENCES

2.1 American Institute of Steel Construction (AISC)

2.1.1 AISC 360: Specification for Structural Steel Buildings

2.2 American Petroleum Institute (API)

2.2.1 API 5CT

2.3 American Society for Testing and Materials (ASTM)

2.3.1 ASTM A36: Carbon Structural Steel

2.3.2 ASTM A123: Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel

Products

2.3.3 ASTM A153: Zinc Coating (Hot-Dip) on Iron and Steel Hardware

2.3.4 ASTM A307: Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI

Tensile Strength

2.3.5 ASTM A325: Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum

Tensile Strength

2.3.6 ASTM A500: Cold-Formed Welded and Seamless Carbon Steel Structural

Tubing in Rounds and Shapes

2.3.7 ASTM A513: Electric-Resistance Welded Carbon and Alloy Steel

Mechanical Tubing

2.3.8 ASTM A572: High-Strength Low-Alloy Columbian-Vanadium Structural

Steel

2.3.9 ASTM B633: Electrodeposited Coatings of Zinc on Iron and Steel

2.3.10 ASTM D1143: Deep Foundations Under Static Axial Compressive Load

2.4 International Code Council Evaluation Services (ICC-ES)

2.4.1 Acceptance Criteria 358 (AC358): Acceptance Criteria for Helical Pile

Systems and Devices

2.5 Society of Automotive Engineers (SAE)

2.5.1 SAE J429: Mechanical and Material Requirements for Externally Threaded

Fasteners

PART 3- DEFINITIONS

3.1 The following terms apply to helical piles used to support compressive loads:

3.1.1

Allowable Stress Design: A structural and geotechnical design methodology

that states that the summation of the actual estimated loads (nominal loads)

must be less than or equal to the allowable design load (required strength).

Allowable loads are obtained by dividing a nominal resistance (strength) by an

appropriate factor of safety.

3.1.2 Bearing Stratum: The soil layer (or layers) that provide the helical pile end-

bearing capacity through load transfer from the helical plates.

This page summarizes the opportunity, including an overview and a preview of the attached documents.

Bid Number:	26-54
Bid Title:	Concrete Foundation Rebid
Category:	Building or Roadway Construction and Related Services Contractor Provided
Status:	Open

Concrete Foundation Rebid

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