Project Information

Bid Title

Bid 2526-28 Summit Lakes Storm Sewer Replacement Project

Issuing Agency

City of Norman

Location

Oklahoma

Published Date

Mar 2, 2026

Closing Date

Mar 26, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

Bid 2526-28 Summit Lakes Storm Sewer Replacement Project

NOTICE TO BIDDERS

CITY OF NORMAN

INVITATION TO BID NUMBER 2526-28

SUMMIT LAKES STORM SEWER REPLACEMENT

Notice is hereby given that pursuant to an order by the CITY OF NORMAN (OWNER), a municipal corporation, sealed bids will be received at the Office of the Purchasing Officer, 225 North Webster Avenue, Norman, OK 73069, until 2:00 p.m., local time, Thursday, the 26th day of March, 2026, for and on behalf of the CITY OF NORMAN, for furnishing all tools, material and labor, and performing the work necessary for construction of the SUMMIT LAKES STORM SEWER REPLACEMENT.  Bids will be opened and read aloud at the Office of the Purchasing Officer, 225 North Webster Avenue, Norman, OK 73069 at 2:00 p.m.  No bids will be accepted after 2:00 p.m.

A non-mandatory Pre-bid Conference will be held on Friday, March 6, 2026 @ 11:00 am at Conference Room B, located at 225 N. Webster Avenue, Norman, Oklahoma 73069.  Questions related to this contract will be answered up to Friday, March 13, 2026 by 4:00 pm.  Bidders are expected to inspect the sites of the work and to inform themselves regarding all local conditions.  For information concerning the proposed work, or the scheduled Pre-bid Conference, contact Brandon Brooks, P.E., CFM, Capital Projects Engineer for OWNER, at brandon.brooks@normanok.gov .

REMOVAL AND REPLACEMENT OF 300 L.F. STORM SEWER LINE IN THE SUMMIT LAKES ADDITION OFF OF E. ALAMEDA STREET

Specifications and the other bidding documents are available for public inspection at the following location:

1. Engineering Division, Mr. Brandon Brooks, P.E., CFM, 225 N. Webster Ave, Norman, OK 73069, brandon.brooks@normanok.gov

Bid information, plans, specifications, and any addenda may be obtained from:

1. Office of the City Engineer located at 225 N. Webster Ave, Norman, Oklahoma.
2. City of Norman website: https://www.normanok.gov/businesses/bids-rfps-rfqs

Each Bid must be accompanied by an original executed Bidding Documents contained within the Contract Documents and a Certified or Cashier’s Check or Bidder’s Surety Bond, in the sum of five percent (5%) of the amount of the total bid.  Said Surety Bond will be retained as liquidated damages in the event the successful bidder fails, neglects, or refuses to enter into said contract for the construction of said public improvements for said project, and furnish the necessary Performance, Statutory, and Maintenance Bonds within ten (10) days from and after the date the award is made. All addenda issued will be posted to https://www.normanok.gov/businesses/bids-rfps-rfqs a minimum of 48 hours prior to bid opening.

Bid Docs

Plan Set

Attachment Preview

SPECIFICATIONS

AND

CONTRACT DOCUMENTS

FOR THE

SUMMIT LAKES STORM SEWER REPLACEMENT

Contract No. – K-2526-143

Maintenance Bond No. – MB-2526-40

Performance Bond – B-2526-49

Statutory Bond – B-2526-50

Project Agent Resolution – R-2526-99

Bid No. – 2526-28

CITY OF NORMAN

225 N. WEBSTER

NORMAN, OKLAHOMA 73069

(405) 366-5452

1

TABLE OF CONTENTS

SPECIFICATIONS

AND

CONTRACT DOCUMENTS

CONTRACT DOCUMENTS ...........................................................................................................................1

NOTICE TO BIDDERS ...................................................................................................................................5

INSTRUCTIONS TO BIDDERS .....................................................................................................................6

QUALIFICATION STATEMENT OF BIDDERS ........................................................................................8

QUALIFICATION STATEMENT OF BIDDER’S SURETY ....................................................................12

BID PROPOSAL.............................................................................................................................................13

PAY ITEM NOTES (BASE BID) ..................................................................................................................16

GENERAL CONSTRUCTION NOTES (BASE BID).................................................................................16

SPECIAL PROVISIONS................................................................................................................................18

100 SPECIAL PROVISIONS.....................................................................................................................18

101 PRE-CONSTRUCTION CONFERENCE .........................................................................................18

102 TAX STATUS.......................................................................................................................................18

103 MATERIAL SPECIFICATIONS.......................................................................................................18

103.1 Compacted Fill...............................................................................................................................18

104 TESTING ..............................................................................................................................................18

105 SOLID SLAB SODDING ....................................................................................................................18

SPECIAL PROVISIONS................................................................................................................................19

HIGH PERFORMANCE (HP) STORM PIPE -- ADS............................................................................19

200 DESCRIPTION ....................................................................................................................................19

201 MATERIALS........................................................................................................................................19

202 INSTALLATION .................................................................................................................................19

203 FIELD QUALITY CONTROL...........................................................................................................19

204 ACCEPTANCE ....................................................................................................................................19

SPECIAL PROVISIONS................................................................................................................................20

6-FOOT TALL CASON CEDAR PRIVACY FENCE WITH STEEL POSTS ....................................20

300 DESCRIPTION ....................................................................................................................................20

301 MATERIALS........................................................................................................................................20

301.1 Cedar Fence Boards (Pickets) ......................................................................................................20

301.2 Rails (Stringers).............................................................................................................................20

301.3 Steel Posts.......................................................................................................................................20

301.4 Fasteners ........................................................................................................................................20

2

301.5 Concrete Footings..........................................................................................................................20

302 CONSTRUCTION REQUIREMENTS .............................................................................................20

302.1 Installation .....................................................................................................................................21

302.2 Workmanship ................................................................................................................................21

303 MEASUREMENT................................................................................................................................21

304 PAYMENT............................................................................................................................................21

SPECIAL PROVISIONS................................................................................................................................22

30-INCH NYLOPLAST BASIN WITH STEEL BAR METAL ACCESS GRATE (MAG) ................22

400 DESCRIPTION ....................................................................................................................................22

401 MATERIALS........................................................................................................................................22

401.1 Nyloplast Basin ..............................................................................................................................22

401.2 Access Grate...................................................................................................................................22

401.3 Appurtenances...............................................................................................................................22

402 CONSTRUCTION REQUIREMENTS .............................................................................................22

402.1 General ...........................................................................................................................................22

402.2 Installation .....................................................................................................................................22

402.3 Final Adjustment...........................................................................................................................22

403 MEASUREMENT AND PAYMENT .................................................................................................23

SPECIAL PROVISIONS................................................................................................................................24

24-INCH ADS INSERTA TEE DROP INLET WITH ROAD & HIGHWAY GRATE.......................24

500 DESCRIPTION ....................................................................................................................................24

501 MATERIALS........................................................................................................................................24

501.1 Inserta Tee Drop Inlet...................................................................................................................24

501.2 Road and Highway Grate .............................................................................................................24

501.3 Appurtenances...............................................................................................................................24

502 CONSTRUCTION REQUIREMENTS .............................................................................................24

502.1 General ...........................................................................................................................................24

502.2 Installation .....................................................................................................................................24

502.3 Final Placement .............................................................................................................................24

503 MEASUREMENT AND PAYMENT .................................................................................................25

SPECIAL PROVISIONS................................................................................................................................26

4-FOOT RESIDENTIAL ALUMINUM FENCING ................................................................................26

600 DESCRIPTION ....................................................................................................................................26

601 MATERIALS........................................................................................................................................26

601.1 Product Submittal .........................................................................................................................26

602 CONSTRUCTION REQUIREMENTS .............................................................................................26

3

603 MEASUREMENT AND PAYMENT .................................................................................................26

BID AFFIDAVITS ..........................................................................................................................................27

CERTIFICATE OF NONDISCRIMINATION ...........................................................................................29

“FALSE INFORMATION AFFIDAVIT” ....................................................................................................30

C O N T R A C T.............................................................................................................................................31

CONTRACT AFFIDAVIT.............................................................................................................................35

M A I N T E N A N C E B O N D.................................................................................................................36

P E R F O R M A N C E B O N D................................................................................................................39

S T A T U T O R Y B O N D ........................................................................................................................42

A F F I D A V I T ........................................................................................................................................45

4

NOTICE TO BIDDERS

CITY OF NORMAN

INVITATION TO BID NUMBER 2526-28

SUMMIT LAKES STORM SEWER REPLACEMENT

Notice is hereby given that pursuant to an order by the CITY OF NORMAN (OWNER), a municipal

corporation, sealed bids will be received at the Office of the Purchasing Officer, 225 North Webster Avenue,

Norman, OK 73069, until 2:00 p.m., local time, Thursday, the 26th day of March, 2026, for and on behalf

of the CITY OF NORMAN, for furnishing all tools, material and labor, and performing the work necessary for

construction of the SUMMIT LAKES STORM SEWER REPLACEMENT. Bids will be opened and read

aloud at the Office of the Purchasing Officer, 225 North Webster Avenue, Norman, OK 73069 at 2:00

p.m. No bids will be accepted after 2:00 p.m.

A non-mandatory Pre-bid Conference will be held on Friday, March 6, 2026 @ 11:00 am at Conference

Room B, located at 225 N. Webster Avenue, Norman, Oklahoma 73069. Questions related to this contract will

be answered up to Friday, March 13, 2026 by 4:00 pm. Bidders are expected to inspect the sites of the work

and to inform themselves regarding all local conditions. For information concerning the proposed work, or the

scheduled Pre-bid Conference, contact Brandon Brooks, P.E., CFM, Capital Projects Engineer for OWNER, at

brandon.brooks@normanok.gov.

REMOVAL AND REPLACEMENT OF 300 L.F. STORM SEWER LINE IN THE SUMMIT LAKES

ADDITION OFF OF E. ALAMEDA STREET

Specifications and the other bidding documents are available for public inspection at the following location:

1. Engineering Division, Mr. Brandon Brooks, P.E., CFM, 225 N. Webster Ave, Norman, OK 73069,

brandon.brooks@normanok.gov

Bid information, plans, specifications, and any addenda may be obtained from:

1. Office of the City Engineer located at 225 N. Webster Ave, Norman, Oklahoma.

2. City of Norman website: https://www.normanok.gov/businesses/bids-rfps-rfqs

Each Bid must be accompanied by an original executed Bidding Documents contained within the Contract

Documents and a Certified or Cashier’s Check or Bidder’s Surety Bond, in the sum of five percent (5%) of the

amount of the total bid. Said Surety Bond will be retained as liquidated damages in the event the successful

bidder fails, neglects, or refuses to enter into said contract for the construction of said public improvements for

said project, and furnish the necessary Performance, Statutory, and Maintenance Bonds within ten (10) days

from and after the date the award is made. All addenda issued will be posted to

https://www.normanok.gov/businesses/bids-rfps-rfqs a minimum of 48 hours prior to bid opening.

5

Commodity Codes

• NAICS 237110Water and Sewer Line and Related Structures Construction

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