Kansas Bids > Bid Detail

Camp Branch Streamway Trail - Prefabricated Pedestrian Bridge and Box Culverts Addendum 1

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Agency: Johnson County Kansas
Level of Government: State & Local
Category:
  • 54 - Prefabricated Structures and Scaffolding
  • Y - Construction of Structures and Facilities
Opps ID: NBD16343358222320442
Posted Date: Mar 23, 2023
Due Date: Mar 28, 2023
Solicitation No: PRK-2023-0011

Bid Information



Type
PRK Invitation to Bid
Status
Issued
Number
PRK-2023-0011 Addendum 1 (Camp Branch Streamway Trail - Prefabricated Pedestrian Bridge and Box Culverts)
Issue Date & Time
3/14/2023 02:00:09 PM (CT)
Close Date & Time
3/28/2023 02:00:00 PM (CT)
Time Left 4 days 17 hours 5 minutes 55 seconds
Notes
JCPRD seeks to procure design and engineering, manufacture, and delivery of a 14' x 70' pedestrian truss bridge, and 2 three-sided box culverts at Camp Branch Streamway Trail, per the plans and specifications. The trail will be located along Mission Rd and will start at Mission Rd and 175th St.

Contact Information
Name
Jordan Cline
Address
7900 Renner Rd
Shawnee Mission, KS 66219 USA
Phone
(913) 826 x3428
Fax
Email
jordan.cline@jocogov.org





Bid Attachments









File Name Description File Size

IFB PRK-2023-0011 CBST Bridges.pdf
Instructions to Bidders, Bid Form, Terms and Conditions 622 KB

Exhibit A - Specifications - Truss Bridge.pdf
Specifications for the Pedestrian Bridge 77 KB

Exhibit B - CBST_BridgePlans.pdf
Plans for the Pedestrian Bridge and 2 Box Culverts 5.96 MB

Addendum 1 - CBST Bridges Combined.pdf
Provides clarifications as well as revised specs and drawings. 23 KB



Bid Questions









Question
From Owner (JCPRD) Will there be an addendum?
Answer From Owner (JCPRD) Yes, please look for a forthcoming addendum that has some clarifications on it pertaining to the plans and specifications.
Submitted 3/22/2023 04:52:12 PM (CT)


Question
**The bridge specification seems to combine Elastomeric and Teflon/Stainless Steel bearing types.
Please confirm if the bearing type may be Teflon/Stainless Steel based on the bridge manufacturer's design.

**The vehicle plan sheet 13 shows the deck elevation on one side at 890.92 and the other side at 890.60
The bridge spec says the bridge abutments shall be constructed at the same elevation.
Please confirm which is correct.

Also listed is the 100 year WSE upstream =897.51.
Please confirm the design highwater elevation at the bridge, the design velocity thru structure (fps), the debris load and ice load.

Thank you.
Answer
1. Bearing type may be per bridge manufacturer's design


2. The elevations provided on sheet 13 are correct. The bridge will be installed by others. The bridge should be constructed assuming the abutments are the same elevation.


3. The 100-year elevation has been revised to 898.48 due to recent updates to the flood plain model in the area. The velocity of the stream is 3.5 fps. The bridge manufacturer shall incorporate in their design a debris load as required by current AASHTO design criteria. Ice loads do not need to be considered.


Thank you!
Submitted 3/20/2023 01:20:33 PM (CT)


Question
Plan sheet 16 calls for the bridge to be a vehicular bridge.
The bridge specification calls for the bridge to be a pedestrian bridge. We would like to submit a quote based on our bridge design that would also include our estimated reactions and bearing requirements. Our bridge would be designed to a pedestrian live load of 90 pounds and an H-10 vehicle load. Is that acceptable?
Thank you.
Answer
Yes, that is per plans and specifications. The bridge is labeled vehicular on the detail sheet because it is H-10 rated.


Thank you
Submitted 3/16/2023 04:45:43 PM (CT)









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