Similar Projects
Reported | 08/20/2021 12:00 AM |
Project Title | New Roadway |
Physical Address | View project details and contacts |
City, State (County) | Salem, IL (Marion County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
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 | Construction of a new roadway including PCC pavement with Curb & Gutter, the require Earth Excavation, Storm Sewer, Lime Modified Subgrade, Water Main, Sanitary Sewer Main, Seeding, and all miscellaneous work necessary to complete the proposed improvement. 1. Earth Excavation - 2815 Cu Yd 2. Trench Backfill - 474 Cu Yd 3. Seeding, Class 2 - 1.75 Acre 4. Nitrogen Fert Nutr - 160 Pound 5. Phosphorus Fert Nutr - 160 Pound 6. Potassium Fert Nutr - 160 Pound 7. Mulch, Method 2 - 1.75 Acre 8. Temp Eros Contr Seed - 100 Pound 9. Temp Ditch Checks - 30 Foot 10. Inlet And Pipe Protect - 39 Each 11. Stone Dump Rip Cl a4 - 65 Sq Yd 12. Filter Fabric - 65 Sq Yd 13. Process Mod Soil 12 - 7531 Sq Yd 14. Lime - 187 Ton 15. Agg Base Cse Tb - 45 Ton 16. Pcc Pvt 8 Jointed - 6369 Sq Yd 17. Protective Coat - 6369 Sq Yd 18. Pcc Driveway Pavt 8 - 201 Sq Yd 19. Pavement Removal - 31 Sq Yd 20. Comb Curb Gutter Rem - 153 Foot 21. Cl b Patch t2 8 - 31 Sq Yd 22. Prc Flar End Sec 24 - 1 Each 23. Prc Fl End s Eq Rs 24 - 2 Each 24. Prc Fl End s Eq Rs 42 - 2 Each 25. Fl Inlt Bx Med 542546 - 2 Each 26. Storm Sew Cl a 1 12 - 430 Foot 27. Storm Sew Cl a 1 15 - 139 Foot 28. Storm Sew Cl a 1 18 - 201 Foot 29. Storm Sew Cl a 1 24 - 403 Foot 30. Storm Sew Cl a 1 30 - 103 Foot 31. Ss Cl a 1 Eqrs 24 - 379 Foot 32. Ss Cl a 1 Eqrs 42 - 163 Foot 33. Water Main 8 - 1480 Foot 34. Water Valves 6 - 3 Each 35. Water Valves 8 - 2 Each 36. Tap Valve & Sleeve 16 - 1 Each 37. Fire Hydrants - 4 Each 38. Man Ta 4 Dia t1f Ol - 2 Each 39. Man Ta 4 Dia t3 f&g - 6 Each 40. Man Ta 4 Dia t3v f&g - 1 Each 41. Man Ta 5 Dia t1f Ol - 1 Each 42. Man Ta 5 Dia t3 f&g - 2 Each 43. Man Ta 5 Dia t3v f&g - 1 Each 44. Man Ta 8 Dia t1f Ol - 2 Each 45. Inlets Tb t1f Ol - 1 Each 46. Inlets Tb t3f&g - 14 Each 47. Inlets Tb t23f&g - 1 Each 48. Comb Cc&g Tb6.24 - 3453 Foot 49. Mobilization - 1 l Sum 50. Sign Panel t1 - 18.3 Sq Ft 51. Metal Post Ty a - 98 Foot 52. Paint Pvt Mk Line 24 - 30 Foot 53. San Sew Ser 6 Pvc Cmp - 12 Each 54. Pvc Casing Pipe s26 12 - 98 Foot 55. San Sew Pvc 8 - 1257 Foot 56. Inlets Tb t3v f&g - 5 Each 57. Man Ta San 4d t1f Cl - 7 Each 58. Traf Cont & Prot Spl - 1 l Sum |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |