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  5. ›CLTCC Ward H. Nash Campus - Parking Lot and Drainage…

Louisiana Community and Technical College System·Louisiana

CLTCC Ward H. Nash Campus - Parking Lot and Drainage Improvements

Closes 6/23/2026$200k – $800kInvitation for BidLogin required
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Description

The Louisiana Community and Technical College System is soliciting sealed bids for the rehabilitation of the parking lot and drainage system at the CLTCC Ward H. Nash Campus in Cottonport, LA. The work includes demolition of existing pavement, earthwork, installation of new sub‑base, resurfacing, and upgrading the storm‑water drainage infrastructure to meet current standards. All bidders must provide a 5% bid security and be prepared to furnish performance and payment bonds as required. • Scope covers parking lot resurfacing, curb and gutter work, and comprehensive drainage improvements (pipes, culverts, catch basins). • Bids must comply with Louisiana R.S. 37:2150‑2192 (highway, street and bridge construction licensing) and R.S. 38:2212(B)(5) requirements. • Pre‑bid conference scheduled for June 8, 2026 (10:00 AM) at the project site; attendance is optional but recommended for clarification. • Submission deadline is June 23, 2026 at 2:00 PM; bids will be opened publicly. • Contractor must provide required bid security (5% of total bid) and be able to furnish performance and payment bonds per the bid documents.

Attached files

The solicitation documents live at the source — open the bid source above to download them.

Contact

Jared Boogaerts(Designer)

[email protected]

(318) 716-6129

Key dates

Opened
5/21/2026
Pre-bid meeting
6/8/2026
Closes
6/23/2026

Last updated

Details

Type
Invitation for Bid
Industry
Construction
NAICS
237310
Solicitation №
88807103

Budget estimate

$200,000 – $800,000

Based on typical unit costs for parking‑lot resurfacing ($5‑$10 per square foot) and drainage installation ($30‑$60 per linear foot), a 50,000 sq ft lot with associated drainage could range from roughly $200,000 to $800,000 in total contract value. The lower bound assumes minimal demolition and basic drainage; the upper bound reflects extensive earthwork, high‑quality materials, and complex drainage networks.

AI estimate from the solicitation

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