| Agency: | Pocatello/Chubbuck School District #25 |
|---|---|
| State: | Idaho |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Mar 31, 2026 |
| Due Date: | Apr 7, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
REQUEST FOR QUOTATION
Concrete Replacement at Various Locations
To: VENDOR COMPANY From: Pocatello/Chubbuck School District #25
Business Operations
Pre-Bid Walk Through: March 31, 2026 3115 Pole Line Rd.
Pocatello, ID 83201
BID REPLY DUE BY: April 7, 2026 (208) 235-3220 - phone
(208) 235-3280 - fax
This is an inquiry, not an order.
Please promptly quote prices on item listed below. Price quotes to remain firm through August 2026.
Bidders are required to attend a pre-site walk-through on March 31, 2026 at 10:00 a.m., before bidding,
to get an understanding of the project.
Work can begin June 9, 2026 and must be completed by July 31, 2026.
DISTRICT REPRESENTATIVE: Inquiries or questions, contact Brian Glenn, Facilities Coordinator at
(208) 233-2604 or email: glennbr@sd25.us
EVALUATION CRITERIA: Selection of items will be evaluated based on the following:
1) Price
2) Contractor reputation for quality of work with current customers or past performance with
District 25. (Please list all jobs/contracts greater than $10,000 performed in the past two
years if contractor has not performed one for the District in past 5 years).
3) Vendor ability to best match the listed criteria as specified.
REPLY DUE DATE: To be considered for purchase, all quotes are due no later than April 7, 2026 at 9:00
AM.
2026 Concrete Replacement - RFQ
Bid Proposal, Page 1
POCATELLO/CHUBBUCK SCHOOL DISTRICT NO. 25
REQUEST FOR QUOTATION
Sealed bids will be received at the Pocatello/Chubbuck School District No. 25 Business Office, Bannock
County, Idaho at 3115 Pole Line Road, Pocatello, Idaho, 83201, until 9:00 AM, on April 7, 2026 for the
following:
2026 Concrete Replacement at Various Locations
A mandatory pre-bid conference and walk-thru to review the projects will be held at the District
Maintenance Shop, 185 E. Maple, Pocatello, Idaho, on March 31, 2026 at 10:00 AM.
Specifications or additional details, (including bid forms), may be secured at the Business Office, 3115
Pole Line Road, Pocatello, Idaho, 83201 or by calling (208) 235-3270. All bids must be on the forms
furnished, all blank spaces filled, and signed with the name and address of the Bidder. No unqualified
bids will be read.
Each bid shall be accompanied by a certified check, cashier's check, or a bidder's bond, (executed by a
qualified surety company with the power to do business in the State of Idaho) in the sum of not less
than five percent, (5%) of the total bid, made payable to Pocatello/Chubbuck School District No. 25,
Bannock County, Pocatello, Idaho. This surety shall be forfeited by the bidder in the event of failure to
enter into a contract. Personal or company checks will not be accepted. Compliance with Idaho Public
Works Law is required.
The Board of Trustees reserves the right to reject any or all bids or to waive any informalities, or to
accept the bid or bids deemed best for Pocatello/Chubbuck School District No. 25, Bannock County,
Pocatello, Idaho.
Renae Johnson, Clerk
Pocatello/Chubbuck School District No. 25
2026 Concrete Replacement - RFQ
Specifications Page 2
INSTRUCTIONS TO BIDDERS
BIDS:
Sealed bids will be received on or before the time and date set forth under Invitation to Bid
The owner reserves the right to accept or reject any part or all bids.
Bidders submitting a bid on this work will be required to figure and furnish everything as called for by
these specifications and the requirements of the Bid sheet.
All bids shall be in a sealed envelope addressed to the Pocatello/Chubbuck School District No. 25
Business Office, Bannock County, Idaho at 3115 Pole Line Road, Pocatello, Idaho. The following shall be
written on the exterior of the envelope:
"BIDS FOR 2026 Concrete Replacement AT VARIOUS LOCATIONS
TO BE OPENED AT 9:00 AM MST on April 7, 2026"
Bids not delivered by contractors at time of bid opening must be received in mail no later than 4:00 PM
on April 6, 2026, the day before the bid opening.
EXAMINATION OF THE SITE AND DOCUMENTS: Pre-Bid Walk through.
Refer all questions to Mr. Brian Glenn, Facilities Coordinator, at (208)233-2604. Contact with other
district staff, Board of Trustees, or Administration, will be by written permission only.
A mandatory pre-bid conference and walk-thru to review projects will be held at the District
Maintenance Shop, 185 East Maple, Pocatello, Idaho, on March 31, 2026 at 10:00 am.
The purpose of the pre-bid conferences is to:
1. Carefully examine the specifications.
2. Visit the worksite.
3. Be fully informed of existing conditions and limitations.
4. Include in the bid sums sufficient to cover all items required by the contract, which shall rely
entirely upon your own examinations in making this proposal.
5. All area dimensions are approximate and not intended to be precise. In order to reduce or
eliminate change orders, it will be necessary for the bidder to complete field verification of site
and dimensions.
INTERPRETATIONS:
Should a bidder find discrepancies in, or omissions from the specifications, or be in doubt as to their
meaning, he should at once notify the Owner, who will send written instructions or addenda to all
bidders. Questions received less than 48 hours before time for bid opening cannot be answered. All
addenda issued during the time of bidding will be incorporated in the contract.
2026 Concrete Replacement - RFQ
Specifications Page 3
BID GUARANTEE:
As a guarantee, if awarded the contract, the bidder will execute same and furnish bond. Each bid will be
accompanied by a Certified Check, Cashier's Check, or Bid Bond for not less than five percent (5%) of the
base bid payable to Owner. NO PERSONAL OR COMPANY CHECKS WILL BE ACCEPTED.
OBJECTIONS:
Written objections to specifications or bid procedures must be received by the clerk, secretary, or other
authorized official of the District at least one (1) business day before the date and time upon which bids
are scheduled to be received, per Idaho Code Section 68-2806(c).
EVIDENCE OF QUALIFICATIONS:
Upon request of Owner, a bidder whose bid is under consideration for award of the contract shall
submit, promptly, satisfactory evidence of his financial resources, his experiences, and the organization
and equipment he has available for performance of the contract.
LAWS AND ORDINANCES:
The contractor hereby binds himself to protect and save harmless the owner from all damages arising
from the violation of any and all Federal, State, County, City, and all other laws, rules, regulations, in the
performance of the terms of the contract.
HOLD HARMLESS AGREEMENTS:
The District expects your work to conform to professional standards. The contractor is expected to hold
the District harmless for all damages or claims arising out of the work performed by the contractor. The
District will not agree to hold the contractor harmless for damages or claims.
EQUIPMENT:
The contractor shall provide all labor, materials, tools, and equipment, etc. necessary for the complete
and substantial execution of everything described in the specifications.
STORAGE OF MATERIALS:
The contractor shall make arrangement and coordinate with the Maintenance Department for delivery
and storing of materials. Any damages of life or property caused by storage of materials on the above-
indicated place shall be paid for by the contractor, who shall hold the owner harmless for any damages
concerning the same.
SUPERVISION:
The supervision of this work will be done by School District No. 25 Maintenance Department.
INSPECTION OF WORK:
The representative of the owner shall at all times have access to the work wherever it is in preparation
or progress and the contractor shall provide facilities for such access and for inspection.
2026 Concrete Replacement - RFQ
Specifications Page 4
EMPLOYMENT OF RESIDENTS OF IDAHO:
In compliance with Idaho Laws, Section 44-1001 and 44-1002 Idaho Code, the contractor "... must
employ ninety-five percent (95%) bona fide Idaho residents as employees on any such contracts except
where under such contracts fifty (50) or less persons are employed the contractor may employ ten
percent (10%) nonresidents, provided however, in all cases such employers must give preference to the
employment of bona fide Idaho residents in the performance of such work...."
CONTRACTOR'S LICENSE:
In compliance with Idaho Laws, the contractor must be registered with the State of Idaho, and hold the
required Public Works Contractor's License before obtaining the contract documents and before
submitting a bid for this work.
INSURANCE:
All contractors who provide goods or services to the District are required to provide the District with
certificates of insurance for General Liability, Auto Liability, Workers Compensation, and Professional
Liability if applicable.
The General Liability and/or Professional Liability certificate must name the District as an additional
insured under the contractor's policy.
Certificates are to be provided to the District prior to any work commencing on District property. This
would include the placement of any equipment or materials at the work site.
Minimum Insurance Limits
General Liability $1,000,000 per occurrence
$1,000,000 products and completed operations
$1,000,000 annual aggregate
Auto Liability $1,000,000 per occurrence
Workers Compensation Statutory
PERFORMANCE BOND:
The successful bidder will be required to furnish a 100% performance bond when entering into the
contract work, per Idaho Code Section 54-1926, "....conditioned upon the faithful performance of the
contract in accordance with the plans, specifications and conditions thereof."
PAYMENT BOND:
The successful bidder will be required to furnish a 100% payment bond when entering into the contract
work, per Idaho Code Section 54-1926, "solely for the protection of persons supplying labor or materials,
or renting, leasing, or otherwise supplying equipment to the contractor or his subcontractors in the
prosecution of the work provided for in such contract."
2026 Concrete Replacement - RFQ
Specifications Page 5
5% RETAINAGE:
The Owner will retain 5% of the Contractor's earned sum to ensure faithful performance. This 5% will be
released to the Contractor upon receipt of tax release from State of Idaho.
OWNER/CONTRACTOR AGREEMENT:
The Agreement for the work will be written on a District provided Form of Agreement between Owner
and Contractor where the basis of payment is a stipulated sum.
LIQUIDATED DAMAGES:
Contractor shall be required to pay Owner as liquidated damages the sum of $500 for each day, after
the scheduled completion date, that the project is unfinished.
CHANGES IN THE WORK:
The owner, without invalidating the contract, may order extra work or make changes by altering, adding
to, or deducting from the work; the contract sum being adjusted accordingly. All such work shall be
executed under the conditions of the original contract, except that any claim for extension of the time
caused thereby shall be adjusted at the time of ordering such change.
The total allowance for combined overhead and profit for changes shall be included in the total cost to
the owner and shall be based on the following schedule:
a) For the Contractor, 10% over cost;
b) For the Sub-Contractor, 15% over cost to be divided 10% for Sub-Contractor and 5% for
Contractor; and
c) For any Sub-Subcontractor, 15% over cost to be divided 5% for Contractor, 5% for Sub-
Contractor, and 5% for Sub-Subcontractor.
FORM WH5:
Per Idaho Code Section 54-1904A, within thirty (30) days of award of bid, the contractor shall file with
the State Tax Commission a form WH-5, Public Works Contract Report.
WARRANTY:
Manufacturer shall warrant products, projects under normal use to be free from defects in
materials and workmanship for a period of one year from date of installation and completion of
project.
Warranty shall cover repair or replacement of areas determined defective upon inspection.
CLEAN UP:
The contractor shall at all times keep the premises free from accumulations of waste material or rubbish
caused by his employees or work, and at the completion of the work he shall remove all his rubbish from
and about the building and all tools and surplus materials and shall leave his work clean. In case of
dispute, the owner shall remove the rubbish and surplus materials and charge the cost to the
2026 Concrete Replacement - RFQ
Specifications Page 6
contractor. At no time shall the School District Dumpsters be used to remove the Contractor's waste or
garbage scraps.
IDAHO EMPLOYER ALCOHOL AND DRUG-FREE WORKPLACE ACT: Include with your bid sheet a
contractor's affidavit pursuant to Idaho Code Section 72-1717.
BIDDER CERTIFICATION FORM: All bidders must complete and submit the Bidder Certification Form
included with this bid request.
PAYMENTS:
Prices must remain firm as quoted by supplier until quantity awarded is received. Application for
payment dated on or before the 25th of the month, shall be paid by the 15th of the following month.
Application for payment dated after the 25th of the month, shall be paid within 30 days. Invoices must
break down work by school and other District buildings, then totaled.
Delivery may be accepted any time, however, payment for the 2026-2027 fiscal year cannot be made
until after July 1, 2026 when those funds have been released.
BID EVALUATION CRITERIA:
Contractor selection on this project will be evaluated based on the following:
1. Price.
2. Contractor reputation in providing quality materials, installation and service of work with
current customers or past performance with Pocatello/Chubbuck School District 25. (Please list
all jobs/contracts greater than $50,000 performed in the past two years if contractor has not
performed one for the District in past 5 years).
3. Vendor ability to best match the listed criteria as specified.
The contract will be awarded to the lowest responsive and responsible bidder or bid/offer most
advantageous to the District with price and other factors considered.
BASIS OF PAYMENT
The accepted quantity of this item will be paid for at the contract price per unit completed as called for
on the proposal sheet, which price shall be full compensation for the furnishing of all materials, labor,
equipment, tools, or any other work necessary to complete this item in conformance with the plans and
these specifications or as directed by the Facilities Coordinator.
DELIVERY AND START OF WORK:
Work can begin as soon as possible after June 9, 2026 and be completed no later than July 31, 2026.
2026 Concrete Replacement - RFQ
Specifications Page 7
BID:
The following universal specifications are being used as a guideline. Alternate bids for equal equipment
will be considered. Substitutions or major alternations must be indicated upon the proposal sheet at
the time of the bid submission. Bids must be based upon conditions at the site and these specifications.
Bids shall be submitted in accordance with the requirements shown on the bid form.
REQUIREMENT FOR CONCRETE REPLACEMENT OF SIDEWALKS, DRIVEWAYS, AND CURB AND GUTTER,
THE RIGHT OF WAY
PRELIMINARY REQUIREMENTS
1. Submit a plan and traffic control plan to the City Building Department, if applicable. (The
plans must be approved by both the Engineering and Traffic Departments before the permit
is issued.)
2. Obtain permit from the City Building Department.
3. Be familiar with these requirements.
4. Contact the concrete suppliers for conformance with the mix design specs and for slump
and air testing of each load of concrete. Also, have the supplier prepared to certify the
results. See forms 1 & 2 that are included in the requirements.
5. If construction staking is needed, contact the City Engineering Department and set up a
schedule. A two-week Notification is needed to program the work and prevent contractor
delays.
6. Contractor is responsible for the cost of any permits, testing, surveying or engineering
needed.
CONSTRUCTION REQUIREMENTS
1. Set up the traffic control in conformance with the Traffic Control Plan and call the City
Traffic Department for approval at telephone no. 234-6194.
2. Remove all old concrete debris, etc. and haul away, leaving the job ready for new
construction.
3. Set up forms, furnish, and install compact subbase and base.
4. Call the concrete supplier (Ready Mix) and order City approved mix. Make arrangements to
have the slump and air tests taken before the placement is made.
5. "Pour," Finish, Stamp, Seal, fill out forms and return to the Maintenance Department.
6. Backfill with dirt, sod or asphalt that was removed or disturbed during concrete
replacement. If the demo is abutted to asphalt, the asphalt shall be saw cut and the
appropriate base material place (4 inches) and compacted prior to replacing the asphalt
with hot asphalt mix. Cold mix asphalt will not be accepted.
7. All asphalt and concrete saw cutting shall be incidental to the bid. No extra compensation
will be provided by the owner.
8. Concrete shall be protected from vandalism till the concrete is able to be walked on,
concrete shall be replaced where the vandalism took place at no cost to the owner.
9. All hand-rails shall be ADA approved, primed and painted.
2026 Concrete Replacement - RFQ
Specifications Page 8
CONCRETE REQUIREMENTS FOR CURBS, GUTTERS, SIDEWALKS, AND STAIRWAYS
1. Reference the Idaho Standards for Public Works Construction latest edition as governing all
work in the right of way, along with specific project plans and with the exceptions or
additions as herein noted or detailed on the Plans. The CONTRACTOR shall take special note
of "Section 100 General Conditions" and "Section 700 Concrete Construction" (more
specifically 702). Hereafter the above-mentioned specifications book shall be written as
ISPWC. A copy of the ISPWC specifications can be obtained at the City Engineer's Office, 911
N. 7th, Pocatello, Idaho.
2. Reference the following publications/codes as applicable, governing all stairway related
work (Site Preparation, Formwork, Reinforcement, Concrete Placement, Finishing, Curing,
Quality or detailed. Use accompanying drawings for guidelines only.
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 302 - Recommended Practice for Concrete Floor and Slab Construction.
C. ACI 308 - Standard Practice for Curing Concrete.
D. ACI 318 - Building Code Requirements for Reinforced Concrete.
E. ACI 347 - Recommended Practice for Concrete Formwork.
F. ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement.
G. CRSI - Concrete Reinforcing Steel Institute - Manual of Practice.
H. CRSI 63 - Recommended Practice for Placing Reinforcing Bars.
I. CRSI 65 - Recommended Practice for Placing Bar Supports, Specifications and
Nomenclature.
J. ACI SP-66
K. ASTM A6615
L. ANSI/ASTM A82
M. ASTM A767
3. The CONTRACTOR shall be responsible for notifying, by mail or in person; all business and all
property owners affected by the proposed construction a minimum of 72 hours before
beginning any work. Additional notice of road closures or other major inconveniences
created by construction activity must be made on timely basis to emergency services and
appropriate news media and to those property and business owners affected.
4. Concrete batch plants are to have NRMCA (National Ready Mix Concrete Association)
certification and be on the State of Idaho Transportation department's approved list. Forms
#1 and #2 must be completed for each job or several jobs may be listed on the forms.
2026 Concrete Replacement - RFQ
Specifications Page 9
CONCRETE CONSTRUCTION
701.04 Proportioning (replace this section in the ISPWC to read as follows). The concrete will be
designed to meet the requirements of Table 700-A, Concrete Proportioning.
TABLE 700-A
CONCRETE PROPORTIONING
Max. Aggregate Size - 34-inch
Min. Cement - 6.5** bags per cubic yard (611 lbs.)
Min. 28-day strength - 4000* lb. per sq. in.
Max Water cement ratio - 0.45***
Max Slump - 3-inch**** without water reducer (WATER REDUCER IS REQUIRED) for concrete with
greater than a 3-inch slump.
Air Content - 6.5% + 1.5%
*Based on ACI-318
**Up to 15% certified fly ash may be used in the mix as a substitute for the cement.
***Water reducer (Certified by ASTMC-494) IS REQUIRED for concrete with greater than a 3-in. slump,
but in no case shall the water - cement ratio exceed - 0.45.
****The maximum slump for standard water reducer shall be 4 inches. The maximum slump for Master
Builders "Polyheed" shall be 6 inches.
703.05 Curing Concrete (Replace this section of the ISPWC to read as follows:
All concrete placed within the right-of-way shall be cured as specified below.
Untreated forms and existing concrete shall be kept damp for a period of not less than 15 minutes
before concrete is placed therein. They shall be kept damp until covered with concrete except that
adequately treated forms shall be thoroughly washed with water spray immediately prior to placing the
concrete.
2026 Concrete Replacement - RFQ
Specifications Page 10
With Free Trial, you can:
You will have a full access to bids, website, and receive daily bid report via email and web.
Project: Ada County Landfill Drain Gravel Ref. #: GS 26064 Type: RFQ Status:
Ada County
Bid Due: 8/12/2026
Follow GAOA 4GG Mesa Falls Trail Head Gravel Active Contract Opportunity Notice ID
AGRICULTURE, DEPARTMENT OF
Bid Due: 8/10/2026
Project ID: CT226-28 Title: McMillan Road and McDermott Road Signal Addenda: 0 Release
Ada County Highway District
Bid Due: 8/19/2026