Kansas Bids > Bid Detail

Camp Branch Streamway Trail - Prefabricated Pedestrian Bridge and Box Culverts

Agency: County of Johnson
Level of Government: State & Local
Category:
  • 54 - Prefabricated Structures and Scaffolding
  • Y - Construction of Structures and Facilities
Opps ID: NBD18090374081161297
Posted Date: Mar 28, 2023
Due Date:
Solicitation No: PRK-2023-0011 Addendum 1

Bid Information

Type PRK Invitation to Bid
Status Unsealed
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)
Duration 13 days 23 hours 59 minutes 50 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)
Plan Holders
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