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Reported | 03/25/2022 12:00 AM |
Project Title | Tejas Landing Subdivision - Grading, Drainage, Roadways and Waterlines |
Physical Address | View project details and contacts |
City, State (County) | TX (Fort Bend County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Bidding |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | Engineer |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 1. Site Preparation; 2. Excavation and grading as required to facilitate construction of all features to match lines and grades illustrated on the construction plans; 3. Construction Staking of 96 lots. Must be performed by Windrose Land Surveying. 4. Approx. 187,000 CY of excavation for two (2) detention ponds; 5. Spread & Compact excavation material per fill plan; 6. Construct for Earthen Berm between ponds with approx. 810 SY of geo-grid fabric; 7. Approx. 2,900 LF of Concrete Pilot Channel (5’ Width); 8. Approx. 55 SY Concrete Rip Rap, complete in place; 9. Approx. 440 LF of 24” RCP Class III (All Depths) Storm Sewer, and all appurtenances; 10. Type ‘C’ Manholes & Manholes risers for storm sewer pipe. 11. Typical type Backslope Interceptor w/ 10’x10’ Conc. Pavement & Grate; 12. Backslope interceptor structures and earthen back swales; 13. Approx. 192 SY of 5” concrete slope paving for storm sewer outfalls and extreme overflow spillway; 14. Approx. 16,364 SY of 8-inch subgrade preparation; 15. Approx. 16,364 SY of 6-inch reinforced concrete pavement; 16. 8” Lime Stabilized Subgrade; 17. Roadside drainage ditches; 18. Roadway Signage, Stripping, and Markings 19. Hydro-Mulch for all detention pond side slopes, roadside ditches, and areas disturbed during construction; 20. Eight (8) ‘dry’ Fire Hydrant assemblies with 8” to 10” leads; 21. 0.22 MGD Storm Water Lift Station and all appurtenances; 22. Approx. 95 LF of 4” Storm Sewer Force Main and All Appurtenances; 23. Approx. 5,440 LF of 6” waterline and all appurtenances 24. All weather access road, complete in place; 25. Furnish, Install, and Construct all electrical equipment, wiring, conduits, and appurtenances; 26. Temporary Access Road; 27. Traffic Control and Regulation, plan to be submitted by contractor; 28. All Storm Water Pollution Prevention Controls; 29. Construction testing (material and otherwise); |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |