| Agency: | City of Huntsville |
|---|---|
| State: | Alabama |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Apr 22, 2026 |
| Due Date: | May 7, 2026 |
| Solicitation No: | Project No. 71-26-SP34 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
MANDATORY Pre-Bid Meeting will be held on Tuesday, April 28, 2026, at 10:00 a.m. CST and the Bid Opening will be held on Thursday, May 7, 2026, at 10:00 a.m. CST.
Both meetings will be held at City Hall, in Training Room 624, located at 305 Fountain Circle, Huntsville, AL 35801.
Attached Files| File Description | Download |
| Quantities-Attachment A | Download |
| Specifications | Download |
| Drawings | Download |
| Advertisement | Download |
| Name | Job Title |
| Patrick Gamble | Project Engineer |
| Mary Ridgeway | Procurement & Contracts Coordinator |
| ATTACHMENT "A" | 4/16/2026 | ||||
|---|---|---|---|---|---|
| MCDONALD CREEK CULVERT REPAIR | |||||
| Project No. 71-26-SP34 | |||||
| UNIT BID SHEET | |||||
| ITEM NO. | DESCRIPTION | BID QTY | BID UNIT | BID UNIT PRICE | BID AMOUNT |
| 1 | Mobilization | 1 | EA | $0.00 | |
| 2 | Remove Asphalt Pavement | 223 | SY | $0.00 | |
| 3 | Remove Curb and Gutter | 100 | LF | $0.00 | |
| 4 | Removal of Old Box Culvert, Partial | 1 | LS | $0.00 | |
| 5 | Structure Excavation | 200 | CY | $0.00 | |
| 6 | Foundation Backfill | 75 | CY | $0.00 | |
| 7 | Crushed Aggregate, Section 825 | 65 | CY | $0.00 | |
| 8 | Crushed Aggregate, Section 825, Type B, For Miscellaneous Use | 25 | TON | $0.00 | |
| 9 | Superpave Bituminous Concrete Wearing Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B | 20 | TON | $0.00 | |
| 10 | Superpave Bituminous Concrete Upper Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | 32 | TON | $0.00 | |
| 11 | Steel Reinforcement | 5 | TON | $0.00 | |
| 12 | Formed and Poured Concrete | 160 | CY | $0.00 | |
| 13 | Combination Curb & Gutter, Type C (Modified) | 100 | LF | $0.00 |
ATTACHMENT "A" 4/16/2026
MCDONALD CREEK CULVERT REPAIR
Project No. 71-26-SP34
UNIT BID SHEET
ITEM NO. DESCRIPTION BID QTY BID UNIT BID UNIT PRICE BID AMOUNT
1 Mobilization 1 EA $0.00
2 Remove Asphalt Pavement 223 SY $0.00
3 Remove Curb and Gutter 100 LF $0.00
4 Removal of Old Box Culvert, Partial 1 LS $0.00
5 Structure Excavation 200 CY $0.00
6 Foundation Backfill 75 CY $0.00
7 Crushed Aggregate, Section 825 65 CY $0.00
Crushed Aggregate, Section 825, Type B, For
8 25 TON $0.00
Miscellaneous Use
Superpave Bituminous Concrete Wearing Surface
9 Layer, 3/8" Maximum Aggregate Size Mix, ESAL 20 TON $0.00
Range A/B
Superpave Bituminous Concrete Upper Binder
10 Layer, 1" Maximum Aggregate Size Mix, ESAL Range 32 TON $0.00
A/B
11 Steel Reinforcement 5 TON $0.00
12 Formed and Poured Concrete 160 CY $0.00
13 Combination Curb & Gutter, Type C (Modified) 100 LF $0.00
1 of 3
| ATTACHMENT "A" | 4/16/2026 | ||||
|---|---|---|---|---|---|
| MCDONALD CREEK CULVERT REPAIR | |||||
| Project No. 71-26-SP34 | |||||
| UNIT BID SHEET | |||||
| 14 | Topsoil from Stockpiles | 40 | CY | $0.00 | |
| 15 | Seeding | 0.1 | AC | $0.00 | |
| 16 | Solid Sodding (Bermuda) | 0.1 | AC | $0.00 | |
| 17 | Silt Fence, To Include Installation and Removal | 150 | LF | $0.00 | |
| 18 | Inlet Protection, Stage 3 or 4 | 1 | EA | $0.00 | |
| 19 | Solid White, Class 2, Type A Traffic Stripe | 50.00 | LF | $0.00 | |
| 20 | Solid Yellow, Class 2, Type A Traffic Stripe | 150 | LF | $0.00 | |
| 21 | Construction Signs, Road Work Ahead, 36" x 36" | 2 | EA | $0.00 | |
| 22 | Construction Signs, Speed Limit 35, 30" x 36" | 2 | EA | $0.00 | |
| 23 | Construction Signs, Right Lane Closed Ahead, 36" x 36" | 1 | EA | $0.00 | |
| 24 | Construction Signs, Left Lane Closed Ahead, 36" x 36" | 1 | EA | $0.00 | |
| 25 | Construction Signs, Lane Ends, 36" x 36" | 2 | EA | $0.00 | |
| 26 | Construction Signs, Right Turn Only, 30" x 36" | 1 | EA | $0.00 | |
| 27 | Changeable Message Sign | 2 | EA | $0.00 |
ATTACHMENT "A" 4/16/2026
MCDONALD CREEK CULVERT REPAIR
Project No. 71-26-SP34
UNIT BID SHEET
14 Topsoil from Stockpiles 40 CY $0.00
15 Seeding 0.1 AC $0.00
16 Solid Sodding (Bermuda) 0.1 AC $0.00
17 Silt Fence, To Include Installation and Removal 150 LF $0.00
18 Inlet Protection, Stage 3 or 4 1 EA $0.00
19 Solid White, Class 2, Type A Traffic Stripe 50.00 LF $0.00
20 Solid Yellow, Class 2, Type A Traffic Stripe 150 LF $0.00
Construction Signs, Road Work Ahead, 36" x 36"
21 2 EA $0.00
22 Construction Signs, Speed Limit 35, 30" x 36" 2 EA $0.00
Construction Signs, Right Lane Closed Ahead, 36" x
23 1 EA $0.00
36"
Construction Signs, Left Lane Closed Ahead, 36" x
24 1 EA $0.00
36"
25 Construction Signs, Lane Ends, 36" x 36" 2 EA $0.00
26 Construction Signs, Right Turn Only, 30" x 36" 1 EA $0.00
27 Changeable Message Sign 2 EA $0.00
2 of 3
| ATTACHMENT "A" | 4/16/2026 | ||||
|---|---|---|---|---|---|
| MCDONALD CREEK CULVERT REPAIR | |||||
| Project No. 71-26-SP34 | |||||
| UNIT BID SHEET | |||||
| 28 | Construction Signs, Detour (Modified), 30" x 36" | 5 | EA | $0.00 | |
| 29 | Construction Signs, End Detour, 30" x 36" | 1 | EA | $0.00 | |
| 30 | Channelizing Drums | 147 | EA | $0.00 | |
| 31 | Barricades, Type 3 | 1 | EA | $0.00 | |
| 32 | Portable Concrete Safety Barriers | 160 | LF | $0.00 | |
| TOTAL BASE BID | $0.00 | ||||
| ALL ITEMS SHALL BE CONSIDERED IN-PLACE. PRICES SHALL INCLUDE ALL LABOR, EQUIPMENT,MATERIALS, AND REMOVALS AS REQUIRED FOR CONSTRUCTION OF THE REQUIRED WORK. | |||||
| COMPANY__________________________ SIGNATURE_________________________ DATE______________________________ |
ATTACHMENT "A" 4/16/2026
MCDONALD CREEK CULVERT REPAIR
Project No. 71-26-SP34
UNIT BID SHEET
28 Construction Signs, Detour (Modified), 30" x 36" 5 EA $0.00
29 Construction Signs, End Detour, 30" x 36" 1 EA $0.00
30 Channelizing Drums 147 EA $0.00
31 Barricades, Type 3 1 EA $0.00
32 Portable Concrete Safety Barriers 160 LF $0.00
TOTAL BASE BID $0.00
ALL ITEMS SHALL BE CONSIDERED IN-PLACE.
PRICES SHALL INCLUDE ALL LABOR,
EQUIPMENT,MATERIALS, AND REMOVALS AS
REQUIRED FOR CONSTRUCTION OF THE
REQUIRED WORK.
COMPANY__________________________
SIGNATURE_________________________
DATE______________________________
3 of 3
ATTACHMENT "B"
PROPOSAL
TO: THE CITY OF HUNTSVILLE
City Hall
305 Fountain Circle
Huntsville, Alabama
PROPOSAL OF _______________________________________________________________________
(NAME)
_____________________________________________________________________________________
(ADDRESS)
TO MAKE CERTAIN IMPROVEMENTS ENTITLED:
MCDONALD CREEK CULVERT REPAIR
PROJECT # 71-26-SP34
FOR THE CITY OF HUNTSVILLE, ALABAMA.
GENTLEMEN:
The undersigned bidder has carefully examined the drawings or plans, bid documents, the specifications, the general
requirements, the supplement to general requirements, the general terms and conditions, this proposal, the agreement,
together with any addenda thereto, and agrees to furnish and deliver all the materials, and to do and perform all the
work and labor required to be furnished and delivered, done and performed in and about the improvements as
described above and in accordance with certain specifications prepared and approved by the OWNER (City of
Huntsville, Alabama). It is MANDATORY that any and all addenda be acknowledged by the undersigned bidder on
Attachment "C" which must be submitted with bid package; otherwise, bid shall be rejected.
The undersigned bidder understands that when unit prices are called for, the quantities shown herein are approximate
only and are subject to increase or decrease, and offers to do the work whether the quantities are increased, or
decreased, at the unit prices stated in the following schedule. The undersigned bidder also understands that when
lump sum bids are called for, he will be required to furnish all equipment, labor, materials and other items or cost to
construct a complete facility. The undersigned bidder further understands that any deletions or additions designated
on the outside of the bid envelope, must indicate the particular bid item relative to the deletion or addition, even if the
deletion or addition references to deduct or add to the Total Base Bid. Any bids received that are unsealed will be
immediately rejected.
Contractors are authorized to download quantities, Attachment "A", or quantity revisions from COH Engineering
website and paste to a thumb/flash drive of their choice which must be submitted with the original bid packet. In
addition, two hard copies must be signed and submitted with original bid packet. Failure to do so may be cause for
rejection of bid. The City reserves the right to reject any altered bid resulting from altering the bid thumb/flash drive in
any manner. If a price discrepancy is found on the thumb/flash drive, or the correct version of bid quantities is not
submitted on the thumb/flash drive which corresponds to the printed hard copies, then printed hard copy prices
submitted with original bid documents, with Contractor signature, will prevail.
Certificates of Insurance are required naming the City as the Certificate Holder. Also, the name of the project and
project number should be included on the certificate. The Certificates should reflect the insurance coverage required
herein. In addition, a copy of the policy may be requested upon award. Certificates signed using digital signatures
will not be accepted unless accompanied by a written statement from the insurance/surety company indicating that
their electronic signature is intended as their signature. The Certificates are to be signed by a person authorized by
the Insurer to bind coverage on its behalf and must indicate coverage will not be canceled or non-renewed except after
thirty (30) days prior written notice to the City at the following address: City of Huntsville, P.O. Box 308, Huntsville,
Alabama 35804 ATTN: Mary Ridgeway.
The undersigned bidder understands that the Contract Time for completion of all work is ninety (90) calendar days.
MCDONALD CREEK CULVERT REPAIR
PROJECT # 71-26-SP34
PAGE TWO
THE UNDERSIGNED BIDDER ALSO AGREES AS FOLLOWS:
All bonds must be approved by the Mayor and the Clerk-Treasurer of the City of Huntsville. Within fifteen (15) days
after the date of acceptance of this proposal by City Council action, the contractor shall execute the contract and
furnish to the OWNER a payment (labor and material) bond and a performance bond, each in the amount of 100% of
the contract amount. No contract extension will be allowed for delays in the issuance of the notice to proceed that are
a result of the contractor failing to submit the required items within the 15 days.
It is further understood and agreed that the Contractor shall commence work to be performed under this contract within
fifteen (15) days from the date of this contract, unless otherwise instructed in writing by the OWNER. All work shall be
carried on continuously to completion.
Accompanying this proposal is a certified check or bid bond in the amount of not less than five percent (5%) of the
total amount shown on the schedule of prices not exceeding $10,000.00 payable to the City of Huntsville, Alabama,
which is to be forfeited, as liquidated damages, if, in the event that his proposal is accepted, the undersigned shall fail
to execute the contract and furnish a satisfactory contract bond under the conditions and within the time specified in
this proposal; otherwise, said certified check or bid bond is to be returned to the undersigned.
DATED: ___________________________________________, 20 ___.
-----------------------------------------------------------------
(IF AN INDIVIDUAL, PARTNERSHIP, OR NON-INCORPORATED ORGANIZATION)
SIGNATURE OF BIDDER ___________________________________
BY ___________________________________
ADDRESS OF BIDDER ___________________________________
NAMES AND ADDRESSES OF MEMBERS OF THE FIRM:
_______________________________ _____________________________
_______________________________ _____________________________
OUR CONTRACTOR'S STATE LICENSE NO. IS ___________________________
-----------------------------------------------------------------
(IF A CORPORATION)
SIGNATURE OF BIDDER ___________________________________
BY ___________________________________
BUSINESS ADDRESS ___________________________________
INCORPORATED UNDER THE LAWS OF THE STATE OF _____________________
NAMES PRESIDENT _________________________________
OF SECRETARY ________________________________
OFFICERS TREASURER ________________________________
MANDATORY ACKNOWLEDGEMENT OF ADDENDA: Addenda will only be emailed to those bidders who attend and
have signed in at the pre-bid meeting. Acknowledgement of receipt of addenda is mandatory using Attachment "C"
and attachment must be submitted with bid package. Failure to do so shall be cause for rejection of the bid. It is the
responsibility of all bidders to refer to the website for any updates.
| ADDENDUM NO. | DATE RECEIVED/DOWNLOADED FROM WEBSITE (if applicable) |
|---|---|
ATTACHMENT "C"
MCDONALD CREEK CULVERT REPAIR
PROJECT # 71-26-SP34
MANDATORY ACKNOWLEDGEMENT OF ADDENDA
Acknowledgement of receipt of Addenda is Mandatory. Failure to acknowledge receipt/download from
website shall be cause for rejection of the bid. By signing below, Bidder acknowledges receipt of Addenda
and the date received.
ADDENDUM NO. DATE
RECEIVED/DOWNLOADED
FROM WEBSITE (if
applicable)
COMPANY _______________________ _
SIGNATURE ________________________ _____
TITLE
DATE __________________________ _____
| TASKS TO BE PERFORMED | SUBCONTRACTOR NAME | LICENSE NO. | ADDRESS | ITEM #'S OF WORK TO BE PERFORMED |
|---|---|---|---|---|
| Surveying/Layout | ||||
| Permitting | ||||
| Clearing & Grubbing | ||||
| Erosion Control | ||||
| Traffic Control | ||||
| Excavation | ||||
| Concrete | ||||
| Storm Drainage | ||||
| Sanitary Sewer | ||||
| Shoring/Monitoring | ||||
| Retaining Walls | ||||
| Bridges | ||||
| Railroads | ||||
| Traffic (signals, loops) | ||||
| Street Lights | ||||
| Electrical | ||||
| Water | ||||
| Asphalt | ||||
| Landscaping (Trees, grassing) | ||||
| Irrigation | ||||
| Striping | ||||
| Sewer Testing | ||||
| Guardrails | ||||
| Handrails | ||||
| Painting | ||||
| Special (fencing, benches, dewatering etc.) | ||||
| Mechanical | ||||
| SCADA | ||||
| Other |
ATTACHMENT "D"
MCDONALD CREEK CULVERT REPAIR
PROJECT # 71-26-SP34
SUBCONTRACTOR'S LISTING
All subcontractors must be approved in writing by Owner. Any additional subcontractors needed during the contract period shall
be approved by written letter from the Owner. Contractor shall immediately notify Mary Ridgeway via email at
mary.ridgeway@huntsvilleal.gov and the Owner's project inspector of any changes to subcontractor list for the duration of the
project.
TASKS TO BE SUBCONTRACTOR LICENSE ADDRESS ITEM #'S OF
PERFORMED NAME NO. WORK TO BE
PERFORMED
Surveying/Layout
Permitting
Clearing & Grubbing
Erosion Control
Traffic Control
Excavation
Concrete
Storm Drainage
Sanitary Sewer
Shoring/Monitoring
Retaining Walls
Bridges
Railroads
Traffic (signals, loops)
Street Lights
Electrical
Water
Asphalt
Landscaping (Trees,
grassing)
Irrigation
Striping
Sewer Testing
Guardrails
Handrails
Painting
Special (fencing,
benches, dewatering
etc.)
Mechanical
SCADA
Other
ATTACHMENT "E"
PROJECT NAME
PROJECT #
Contractor shall provide at least five (5) references including NAME OF PROJECT, Owner Name, address, phone
number and contact name that demonstrates contractor's ability on similar projects.
1. __________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
_______________
2.
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
_______________
3. __________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
_______________
4. __________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
_______________
5. __________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
__________________________________________________________________________________________
_______________
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