Active SLED Opportunity · TEXAS · CITY OF GARLAND
AI Summary
City of Garland seeks construction services for Hinton Landfill expansion and parking lot improvements. Proposals due by August 13, 2026, submitted electronically via Ion Wave eBid System. Includes civil and structural work with storm drainage installation and general contracting responsibilities.
Award: Award, if made, will be made to the respondent whose offer is determined to be the most advantageous to the City, considering price and the evaluation criteria identified in the solicitation. Submission: Responses must be submitted electronically through the Ion Wave eBid System. Faxed, emailed, or late responses will not be accepted. Required Documents: All required forms, certifications, and other documents identified in the solicitation must be completed and submitted with the response. Questions: All questions regarding this solicitation must be submitted through the Ion Wave Q&A section before the published deadline. The City will not respond to questions submitted by email, fax, or telephone. City Rights: The City reserves the right to reject any or all responses, waive informalities or irregularities as permitted by law, request clarifications, conduct discussions or negotiations, and take any other action permitted by the solicitation and applicable law. --- Q&A --- Q1: Regarding the North/South SS line that is clouded on sheet C4.00 of Addendum 2, what is the scope of this line? Is this existing to remain? Is this new? Please clarify. A1: The line clouded is existing to remain. This is in response to a city review comment requesting that Civil drawings show the existing line based on record information. Submitted: 8/3/2026 11:04:58 AM (CT) Q2: Regarding ACT-1, sheet A7.30 is calling for Optima 2'x4', however, the 095100 specification is calling for ultima 2'x2'. Please clarify correct product type and size. A2: Optima 2'x4' will be the ACT replacement in the existing building, and Optima 2'x2' Tegular in the new addition. Refer to Drawing Sheet A3.00 for locations of each. Disregard spec basis-of-design of Ultima. Submitted: 8/3/2026 10:00:14 AM (CT) Q3: If we are installing slab rails outside the building pad footprint, would the assembly reflect 1) 10" slab-on-grade with 5-3/16" topping slab, or 2) 14" 4000 psi heavy-duty paving? Please confirm. A3: Following the referenced structural detail for the slab with rails that utilizes 2 pours. Submitted: 8/3/2026 09:53:09 AM (CT) Q4: Is the general contractor providing and installing the new rail system at building extension topping slab (reference S1.00, 05/S3.01)? If so, do shop drawings of the existing rails exist that you could provide? We can't locate them in the project manual. Please advise. A4: GC is responsible for providing and installing new rail system as per construction documents and structural details. As-builts are also available, but not shop drawings for the rail system. Submitted: 8/3/2026 09:52:28 AM (CT) Q5: The storm drainage piping type noted on the civil wastewater and storm plan is conflicting. Can you confirm if the new SD will be 12" RCP or 12" PVC? A5: Storm line to be RCP. Plan notes have been adjusted in ADD 04. Submitted: 8/3/2026 09:51:40 AM (CT)
SLED stands for State, Local, and Education. These are solicitations issued by state governments, counties, cities, school districts, utilities, and higher education institutions — as opposed to federal agencies.
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