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Sealed bids are solicited by Bridgeland Development, LP on behalf of Harris County Water Control & Improvement District No. 159 for construction of the Upper Langham Creek Phase 3 Channel and Detention Design, Contract 2, including extensive earthwork and reinforced concrete box/pipe installations. Bids are due 2:00 p.m. local time on February 11, 2026 and will be opened publicly in the BGE, Inc. office and via Microsoft Teams; a non-mandatory pre-bid Microsoft Teams conference is scheduled for February 4, 2026 at 2:00 p.m. Plans and bid documents are available via the civcast site (search ID 15985-00).
Starbridge can help you:
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
Starbridge.ai books 30 - 40% of leads into meetings
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Work includes : approx 850,000 CY of excavation with on-site disposal (including light clearing and grubbing, demucking, site preparation, hauling excavation, compaction of material, and clay liner installation); approx 460 LF of 72" reinforced concrete pipe; 55 LF of 4' x 4' reinforced concrete boxes (rcb); 110 LF of 5' x 4' rcb; 335 LF of 6' x 4' rcb; 360 LF of 6' x 6' rcb; 450 LF of 10' x 10' rcb; and all appurtenances.
Posted Date
Jan 15, 2026
Due Date
Feb 4, 2026
Release: Jan 15, 2026
Close: Feb 4, 2026
Work includes : approx 850,000 CY of excavation with on-site disposal (including light clearing and grubbing, demucking, site preparation, hauling excavation, compaction of material, and clay liner installation); approx 460 LF of 72" reinforced concrete pipe; 55 LF of 4' x 4' reinforced concrete boxes (rcb); 110 LF of 5' x 4' rcb; 335 LF of 6' x 4' rcb; 360 LF of 6' x 6' rcb; 450 LF of 10' x 10' rcb; and all appurtenances.
AvailableThe Project consists of Contract #1-constructing three pickleball courts with stone base, 2 1/2" of 19mm, 1 1/2” of 9.5FG, ADA walkway, fencing, painting court, and installation of nets; Contract #2-installing a metal roof on Pavilion C and soffit/facia on all three pavilions; and Contract #3-installing and connecting solar panels on the 3 pavilions at Park.
Posted Date
-
Due Date
Feb 3, 2026
Close: Feb 3, 2026
The Project consists of Contract #1-constructing three pickleball courts with stone base, 2 1/2" of 19mm, 1 1/2” of 9.5FG, ADA walkway, fencing, painting court, and installation of nets; Contract #2-installing a metal roof on Pavilion C and soffit/facia on all three pavilions; and Contract #3-installing and connecting solar panels on the 3 pavilions at Park.
AvailableDesign-build services for Phase 1 capital improvements at International Charter School of Atlanta's Upper Campus, including entrance and student drop-off canopies, sidewalks, landscaping, and parking lot repaving.
Posted Date
Jan 7, 2026
Due Date
Feb 4, 2026
Release: Jan 7, 2026
Close: Feb 4, 2026
Design-build services for Phase 1 capital improvements at International Charter School of Atlanta's Upper Campus, including entrance and student drop-off canopies, sidewalks, landscaping, and parking lot repaving.
AvailableWork includes 10 CY extra excavation (hand labor); 100 CY extra excavation (machine); 10 CY extra concrete (class a); 10 CY extra concrete (class b); 10 ton extra cement stabilized sand (bedding or backfill) for water lines; 2 sacks/ton; 10 ton extra cement stabilized sand (bedding or backfill) for storm sewer; 1-1/2 sacks/ton; 100 CY crushed stone in trench bottom for pipe bedding in wet sand areas, including compaction, complete in place; 500 CY cement stabilized crushed stone for pipe bedding in wet sand areas, including compaction, complete in place; 100 CY cement stabilized sand for pipe bedding in wet sand areas, including compaction, complete in place; 2,500 LF deep wells for dewatering, complete in place. See attached file.
Posted Date
Dec 18, 2025
Due Date
Jan 28, 2026
Release: Dec 18, 2025
Close: Jan 28, 2026
Work includes 10 CY extra excavation (hand labor); 100 CY extra excavation (machine); 10 CY extra concrete (class a); 10 CY extra concrete (class b); 10 ton extra cement stabilized sand (bedding or backfill) for water lines; 2 sacks/ton; 10 ton extra cement stabilized sand (bedding or backfill) for storm sewer; 1-1/2 sacks/ton; 100 CY crushed stone in trench bottom for pipe bedding in wet sand areas, including compaction, complete in place; 500 CY cement stabilized crushed stone for pipe bedding in wet sand areas, including compaction, complete in place; 100 CY cement stabilized sand for pipe bedding in wet sand areas, including compaction, complete in place; 2,500 LF deep wells for dewatering, complete in place. See attached file.
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