2026 Airport Road Detention Pond Bid Advertisement2026 Airport Road Detention Pond Bid Advertisement
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Advertisement for Airport Road Detention Pond Bids
NOTICE TO CONSTRUCTION COMPANIES REGARDING A REQUEST FOR BIDS
Bids to be submitted by 2:00 P.M. Wednesday April 15, 2026
Sealed bids will be received by the CITY OF PORTLAND at their offices at 100 S
Russell St, Portland, TN 37148, until 2:00 PM CST, Wednesday, April 15, 2026, and opened
Publicly at 100 S Russell St, Portland, TN 37148 at that hour. The reading of the bids will begin
at 2:01 PM CST.
When you submit your sealed bid, the outside packet should include the following information.
“Sealed Bid Enclosed”, “Project Name”, “Date of Bid Opening” and “Your Company Name”.
Summary/Background Information:
This request is for the construction of one (1) detention pond. The contractor is responsible for
maintaining a dust-free environment and installing all erosion control measures. Various
materials are included in contract that may require maintenance throughout the duration of
the project.
Construction Plans:
The preparation of this bid is to be in accordance with the plans provided by the City of
Portland labeled “not for construction”. The final stamped construction plans will be provided
before construction begins.
Contract Period:
This contract has a 1-year completion term, running from May 5, 2026 to May 5, 2027.
The City of Portland reserves the right to extend the contract due to conditions out of
the contractor’s control.
Permits:
The City of Portland shall obtain all State of Tennessee and City of Portland required
permits. These permits may include ARAP, CGP, and Land Disturbance Permits. The
contractor will be responsible for maintaining the required twice-weekly inspections for
the CGP. The contractor will also be responsible for maintaining all roadway track out
and dust control.
Survey:
The Contractor will be responsible for having the survey stakes set for the pond.
Site Access:
The site is to be accessed from the driveway located at 310 Airport Road. A construction entrance
will need to be constructed to access the actual construction site. This access road will need to be
approximately 600’. Gravel is acceptable and the contractor is responsible for installing and
maintaining the road. All clearing and grubbing is the contractor’s responsibility.
License, Insurance, and Bond Requirement:
1. The contractor shall hold general liability insurance for a minimum of 1 million dollars.
2. The contractor shall also provide proof of commercial auto insurance.
3. The contractor shall provide a performance bond in the amount of 10% of the bid price.
The bond does not need to be included with the bid, however the bond shall be provided
prior to the signing of the winning contract.
The City of Portland hereby notifies all bidders that it will affirmatively ensure that in any
contract entered into pursuant to this advertisement, disadvantaged business enterprises will be
afforded full opportunity to submit bids in response to this invitation, and will not be discriminated
against on the grounds of age, race, color, religion, national origin, sex or disability in
consideration for an award. No Disadvantaged Business Enterprise (DBE) goal has been set on
this contract. However, the use of DBE or minority/women owned firms are encouraged.
The City of Portland is an equal opportunity affirmative action employer, drug-free with
policies of non-discrimination on the basis of race, sex, religion, color, national or ethnic origin,
age, disability or military service. City of Portland‘s telephone number is (615) 325-6776.
THE RIGHT TO REJECT ANY AND ALL BIDS IS RESERVED
Bidding documents and information may be obtained from the City of Portland Public Works Office
by telephone (615) 323-9293 or email at
For security reasons, you must enable JavaScript to view this E-mail address.
after 10:00 AM CST on
Tuesday, March 31, 2026. Betty Lewis or Carlton Cobb will be the point of contact.
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2026 Airport Road Detention Pond Construction Plans2026 Airport Road Detention Pond Construction Plans
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2026 Airport Road Detention Pond Bid Sheet2026 Airport Road Detention Pond Bid Sheet
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Bid Sheet
|
Project Name
|
Airport Road Regional Detention Basin
|
|
|
Project Location
|
Portland, TN; (36.5824, -86.4838)
|
|
|
Client
|
City of Portland
|
|
|
Estimate Preparer
|
CEC (JTM)
|
|
|
Date Estimate Prepared
|
3/16/2026
|
|
|
Plans Used for Estimate Dated
|
March 2026
|
|
|
Item
Number
|
Description
|
Units
|
Bid Quantity
|
Notes & Assumptions
|
|
Bid Price
|
|
1
|
Earthwork (Cut) for Detention Basin
|
C.Y.
|
75,400
|
-
|
|
|
|
2
|
Earthwork (Fill & Compaction) for Detention Basin Berm
|
C.Y.
|
2,871
|
Includes scarification of compaction of proposed berm per General Note #18, Sheet C001.
|
|
|
|
3
|
Concrete Outlet Structure (including Steel Plate, Riprap & Grout)
|
EACH
|
1
|
-
|
|
|
|
4
|
Fence (Demolition)
|
L.F.
|
385
|
-
|
|
|
|
5
|
Fence (Perimeter)
|
L.F.
|
1,200
|
-
|
|
|
|
6
|
Silt Fence with Backing
|
L.F.
|
1,620
|
Includes length shown on plans plus 10% for replacement of damaged measures.
|
|
|
|
7
|
18" Sediment Tube
|
L.F.
|
1,381
|
Includes length shown on plans plus 10% for replacement of damaged measures.
|
|
|
|
8
|
Erosion Control Blanket (NAG S150, or equivalent) & Permanent Seed
|
S.F.
|
50,160
|
Includes area shown on plans plus 10% for replacement of damaged measures.
|
|
|
|
9
|
Hydroseed (Single Application)
|
S.F.
|
298,320
|
Includes area shown on plans plus 10% for spot applications.
|
|
|
|
10
|
Temporary Seed & Straw
|
S.F.
|
453,900
|
Assumes temporary stabilization one time application to limits of disturbance.
|
|
|
|
11
|
Sediment Filter Bag (including Size 57 Mineral Aggregate)
|
EACH
|
4
|
Assumes one replacement of two bags.
|
|
|
|
12
|
Construction Exit (including A-3 Riprap & Type III Geotextile Fabric)
|
EACH
|
2
|
Assumes one replacement.
|
|
|
|
13
|
Staging Area Stone Stabilization
|
S.F.
|
22,000
|
Assumes the same materials as the construction exit.
|
|
|
|
14
|
Tree Clearing & Grubbing
|
AC
|
3
|
-
|
|
|
|
15
|
Geotechnical Engineer Oversight
|
EACH
|
1
|
Per General Notes #18 (Sheet C001) and General Drainage Notes #1 (Sheet C001).
|
|
|
|
16
|
Mobilization / Demobilization
|
EACH
|
1
|
-
|
|
|
|
|
|
|
|
Total
|
|
|
|
|
|
|
|
|
|
|
Authorized Representative Name
Authorized Representative Signature
Date
Company Name
Total Bid Amount
Click the link below to view the construction plans in a new browser window
Construction Plans
Airport Road Detention Pond Bid SheetAirport Road Detention Pond Bid Sheet
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Download
instead.
Bid Sheet
|
Project Name
|
Airport Road Regional Detention Basin
|
|
|
Project Location
|
Portland, TN; (36.5824, -86.4838)
|
|
|
Client
|
City of Portland
|
|
|
Estimate Preparer
|
CEC (JTM)
|
|
|
Date Estimate Prepared
|
3/16/2026
|
|
|
Plans Used for Estimate Dated
|
March 2026
|
|
|
Item
Number
|
Description
|
Units
|
Bid Quantity
|
Notes & Assumptions
|
|
Bid Price
|
|
1
|
Earthwork (Cut) for Detention Basin
|
C.Y.
|
75,400
|
-
|
|
|
|
2
|
Earthwork (Fill & Compaction) for Detention Basin Berm
|
C.Y.
|
2,871
|
Includes scarification of compaction of proposed berm per General Note #18, Sheet C001.
|
|
|
|
3
|
Concrete Outlet Structure (including Steel Plate, Riprap & Grout)
|
EACH
|
1
|
-
|
|
|
|
4
|
Fence (Demolition)
|
L.F.
|
385
|
-
|
|
|
|
5
|
Fence (Perimeter)
|
L.F.
|
1,200
|
-
|
|
|
|
6
|
Silt Fence with Backing
|
L.F.
|
1,620
|
Includes length shown on plans plus 10% for replacement of damaged measures.
|
|
|
|
7
|
18" Sediment Tube
|
L.F.
|
1,381
|
Includes length shown on plans plus 10% for replacement of damaged measures.
|
|
|
|
8
|
Erosion Control Blanket (NAG S150, or equivalent) & Permanent Seed
|
S.F.
|
50,160
|
Includes area shown on plans plus 10% for replacement of damaged measures.
|
|
|
|
9
|
Hydroseed (Single Application)
|
S.F.
|
298,320
|
Includes area shown on plans plus 10% for spot applications.
|
|
|
|
10
|
Temporary Seed & Straw
|
S.F.
|
453,900
|
Assumes temporary stabilization one time application to limits of disturbance.
|
|
|
|
11
|
Sediment Filter Bag (including Size 57 Mineral Aggregate)
|
EACH
|
4
|
Assumes one replacement of two bags.
|
|
|
|
12
|
Construction Exit (including A-3 Riprap & Type III Geotextile Fabric)
|
EACH
|
2
|
Assumes one replacement.
|
|
|
|
13
|
Staging Area Stone Stabilization
|
S.F.
|
22,000
|
Assumes the same materials as the construction exit.
|
|
|
|
14
|
Tree Clearing & Grubbing
|
AC
|
3
|
-
|
|
|
|
15
|
Geotechnical Engineer Oversight
|
EACH
|
1
|
Per General Notes #18 (Sheet C001) and General Drainage Notes #1 (Sheet C001).
|
|
|
|
16
|
Mobilization / Demobilization
|
EACH
|
1
|
-
|
|
|
|
|
|
|
|
Total
|
|
|
|
|
|
|
|
|
|
|
Authorized Representative Name
Authorized Representative Signature
Date
Company Name
Total Bid Amount
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