Project Information

Bid Title

Civic Center Water Main Extension Bid Packet 1.7.26

Issuing Agency

City of Irondale

Location

Alabama

Published Date

Jan 12, 2026

Closing Date

Jan 15, 2026

Government Level

State & Local

Status

Closed

Original Source

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Project Description

Civic Center Water Main Extension Bid Packet 1.7.26

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ADVERTISEMENT FOR BIDS

Sealed proposals for the construction of the Civic Center Water Main Extension will be received

by the City of Irondale, Alabama (“Owner”) in the Council Chambers at the City Hall in Irondale,

Alabama at 101 20th Street South, Irondale, Alabama, until 10:00 a.m., the prevailing time on

January 15, 2026 or by mailing to 101 20th Street South, Irondale, Alabama 35210 at which time

and place they will be publicly opened and read. The bid is comprised of the following:

1300 L.F. + of 12’’ ductile iron pipe and appurtenances

3,200 L.F. + of 8” joint ductile iron pipe and appurtenances

Plans and specifications may be received at the Irondale Water Department located at 1801

Crestwood Blvd, Irondale, AL 35210, or by emailing jmorris@cityofirondaleal.gov.

All Bidders must be responsible and meet the criteria, requirements, and applicable 30-day

delivery timeframe once the P.O. is issued.

This project is considered a “Public Works” project and is governed by bid laws as contained in

Title 39 of the Alabama Code. Bidders, subcontractors, suppliers, and Bond Agents should be

familiar with this code.

The Owner reserves the right to reject any or all proposals and to waive any informalities. No

Bidder may withdraw his bid within fourteen (14) days from the date set for receiving of the same.

There will not be a Pre-Bid Conference.

This project is governed by the applicable bid laws and practices of the state of Alabama.

By: Leigh Ann Allison __

Title: City Clerk

i

STATE OF ALABAMA

COUNTY OF JEFFERSON

Invitation to Bid

Civic Center Water Main Extension Materials

Sealed bids will be received by the City of Irondale, Alabama for the Irondale Water Department at Irondale City Hall, 101

20th Street South, Irondale, Alabama 35210 until 10:00 a.m. local time on January 15, 2026, at which time bids will be

opened publicly and read in the City Council Chambers. The City reserves the right to reject any or all bids and to waive

informalities in awarding this bid to the lowest responsive bidder. Bidders are to state that bids submitted are firm and

that no claims for errors will be made after bids are opened and subsequent thereof. If you have questions concerning

this bid, contact Jared Morris in writing at jmorris@cityofirondaleal.gov.

GENERAL INFORMATION

All bidders must use the form provided in the bid package for submitting their bids. All bids must be sealed and marked

in the lower left corner "BID – Civic Center Water Main Extension Materials". Late bids will not be opened.

Records showing successful bidder(s) and prices quoted will be placed on file and may be examined upon request.

Should there be a change in ownership or management, the agreement may be canceled at the City’s discretion unless a

mutual agreement is reached with the new owner or manager to continue the agreement with its present provisions and

prices. The agreement is not transferable by either party.

METHOD OF AWARD

The award will be made to the lowest bidder meeting specifications. It is not the policy of the City to purchase on the

basis of low bid only. Quality, conformity with the specifications, terms of delivery and past service and experience are

among the factors that may be considered in determining the responsive bidder.

CONTRACT PERIOD

This contract will discharge upon payment and delivery of materials.

LAWS and ORDINANCES

The supplier shall observe and comply with all federal, state, local and municipal laws, ordinances, rules and regulations

that would apply to this contract.

Leigh Ann Allison

City Clerk

Page 1 of 4

BID QUOTATION SHEET

City of Irondale, Alabama

DESCRIPTION

QUANTITY UNIT PRICE

1.

1300'

12" D.I.Slip Joint Class 350

2.

2

12" D.I.MJ Sleeve

3.

10

12" D.I.MJ 45 Degree Bend

4.

12

12" D.I.MJ 22-1/2 Degree Bend

5.

12

12" D.I.MJ 11-1/4 Degree Bend

6.

2

12" x 12" D.I.MJ Tee

7.

1

12" x 6" D.I. Swivel Tee

8.

1

12'' x 3''D.I. MJ Tee

9.

12" D.I. Anchor Coupling Swivel 3

x Solid (13" Long)

10.

12" D.I. MJ R.S. AWWA C-515 3

Gate Valves

11.

1

12" x 8" D.I. MJ Reducer

12.

12

12" D.I. MJ Gasket and Bolt Pack

13.

12" D.I. Pipe Megalugs w/ 80

Glands, Bolts, Gaskets

14.

3200'

8" D.I.Slip Joint Class 350

15.

4

8" D.I.MJ Sleeve

16.

2

8" D.I.MJ 45 Degree Bend

17.

20

8" D.I.MJ 22-1/2 Degree Bend

18.

8

8" D.I.MJ 11-1/4 Degree Bend

19.

8

8" x 12" D.I.MJ Tee

20.

4

8" x 6" D.I. Swivel Tee

21.

8" D.I. Anchor Coupling Swivel x 6

Solid (13" Long)

22.

8" D.I. MJ R.S. AWWA C-515 6

Gate Valves

23.

2

8" x 6" D.I. MJ Reducer

TOTAL

DELIVERY LEAD TIME

Page 2 of 4

24.

1

8" x 12" D.I.MJ Cross

25.

8" D.I. Pipe Megalugs w/

90

Glands, Bolts, Gaskets

26.

50

8" D.I. MJ Gasket and Bolt Pack

27.

4

8'' D.I. MJ Plug w/ 2'' MIP Tap

28.

2

6" D.I.MJ Sleeve

29.

6" D.I. MJ R.S. AWWA C-515 5

Gate Valves

30.

6" D.I. Anchor Coupling Swivel x 5

Solid (24" Long)

31.

6" Fire Hydrant (4' Bury) (5.25” 5

barrel) - M&H with Storz.

32.

6" D.I. Pipe Megalugs w/

4

Glands, Bolts, Gaskets

33.

6" PVC Pipe Megalugs w/ 4

Glands, Bolts, Gaskets

34.

30

6" D.I. MJ Gasket and Bolt Pack

35.

3" D.I. MJ R.S. AWWA C-515 2

Gate Valves

36.

2

3'' D.I. MJ Tee

37.

4

3'' D.I. MJ Plug with 2'' FIP

38.

3'' D.I. Anchor Coupling Swivel x 2

Solid (13'' Long)

39.

8

2'' x 4'' SS Nipple

40.

6

2'' SS 90* FIP x FIP

41.

5

2'' Rehau Municipex (100' Roll)

42.

12 Guage Tracer Wire (500' 1

Roll)

43.

2" D.I. Threaded R.S. AWWA C- 4

515 Gate Valves

44.

10

2'' Male Adapter CTS PJ

45.

10

2'' Female Adapter CTS PJ

46.

25

2'' SS Inserts

47.

2'' Meter Vault (See Attached 3

Detail)

48.

3'' Meter Vault (See Attached 1

Detail)

Page 3 of 4

49.

Precast Circular 18" Concrete 4

Valve Donut

50.

Cast Iron Valve Box and Lid

Marked "WATER" (24"-36" 30

Depth)

51.

Concrete Waterline Markers 12

TOTAL: ________________________________

Notes:

1. D.I. shall only be American, U.S. Pipe or Mcwane.

2. Hydrants shall be M&H with Storz Connections.

3. Gate valves shall be M&H.

4. Import fittings will be accepted.

IF UNDERSIGNED IS THE SUCCESSFUL BIDDER, THE OWNER SHALL NOTIFY THE SUPPLIER IN WRITING WITHIN 14 DAYS OF

BID OPENING. THE TOTAL PAYMENT SHALL BE DUE NET 30 AFTER DELIVERY OF MATERIALS.

THE UNDERSIGNED UNDERSTANDS AND AGREES TO A 30-DAY DELIVERY FOLLOWING THE ISSUANCE OF A P.O. BY OWNER

TO THE SUCCESSFUL BIDDER.

THE UNDERSIGNED OFFERS THESE PRICES, TERMS, AND DELIVERY AS PER BID GENERAL CONDITIONS AND

SPECIFICATIONS. BIDS SUBMITTED ARE FIRM AND NO CLAIMS FOR ERRORS WILL BE MADE AFTER BIDS ARE OPENED.

NAME OF COMPANY:

BY:

(Please Print)

SIGNATURE (Authorized Representative):

COMPANY ADDRESS:

PHONE:

E-MAIL:

Page 4 of 4

Commodity Codes

• NAICS 237110Water and Sewer Line and Related Structures Construction

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