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

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents