Site work and paving for a civil project in Omaha, Nebraska. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

The Work Consists Essentially of the Following Estimated Quantities: Approximate Quantities Item No. Description Quantity Unit 1. Remove 36" Cmp 179 Lf 2. Remove 24" Rc Flared End Section 3 Ea 3. Remove Rip Rap 54 Tn 4. Remove 24" Rcp 122 Lf 5. Remove Concrete Header 73 Lf 6. Remove End of Road Markers 8 Ea 7. Remove Paint Marking 100 Lf 8. Remove Pavement 25 Sy 9. Sawcut Full Depth 535 Lf 10. Earthwork (Subgrade Prep) 7,772 Cy 11. Excavation on Site (Established Quantity) 1,786 Cy 12. Construct 7" P.c.c. Pavement (Type L65ae) With Integral Curb 18,165 Sy 13. Construct 9" P.c.c. Pavement (Type L65ae) With Integral Curb 3,340 Sy 14. Construct 6" P.c.c. Median Surfacing 3,560 Sf 15. Construct 6" P.c.c. Trail 15,035 Sf 16. Construct Median Nose 3 Ea 17. Install Epoxy Coated Tie Bar 153 Ea 18. Adjust Manhole to Grade 34 Ea 19. Construct Concrete Header 150 Lf 20. Construct 18" Equivalent Hercp, Class Iii 91 Lf 21. Construct 18" Rcp, Class Iii 1,574 Lf 22. Construct 24" Rcp, Class Iii 1,648 Lf 23. Construct 30" Rcp, Class Iii 117 Lf 24. Construct 36" Rcp, D(0.01) = 1,350 247 Lf 25. Construct 42" Rcp, D(0.01) = 1,350 125 Lf 26. Construct 48" Rcp, D(0.01) = 1,350 84 Lf 27. Construct 72" Rcp, D(0.01) = 1,350 380 Lf 28. Construct 54" Storm Sewer Manhole (8) 55 Vf 29. Construct 60" Storm Sewer Manhole (2) 12 Vf 30. Construct 72" Storm Sewer Manhole (1) 6 Vf 31. Construct 120" Storm Sewer Manhole (1) 16 Vf 32. Construct 60" Type Ii Area Inlet 1 Ea 33. Construct 72" Type Ii Area Inlet 1 Ea 34. Construct 18" Pipe Plug 1 Ea 35. Construct 24" Concrete Collar 2 Ea 36. Construct 36" Concrete Collar 1 Ea 37. Construct 42" Concrete Collar 1 Ea 38. Construct 72" Concrete Collar 1 Ea 39. Construct Curb Inlet, Type I 14 Ea 40. Construct Curb Inlet, Type Ii 3 Ea 41. Construct Curb Inlet, Type Iii 6 Ea 42. Construct Curb Inlet, Type Iii With Additional Reinforcement 1 Ea 43. Construct Modified Curb Inlet Over Manhole 1 Ea 44. Construct 18" Equivalent Herc Flared End Section 2 Ea 45. Construct 24" Rc Flared End Section 3 Ea 46. Construct 48" Rc Flared End Section 1 Ea 47. Construct 72" Rc Flared End Section 2 Ea 48. Install Pipe Couplers 34 Ea 49. Install Flexamat 88 Sf 50. Jet Existing Sanitary Sewer 6,030 Lf 51. Sediment Basin Maintenance (by Others) 1 Ls 52. Install Removable Collapsible Bollard 7 Ea 53. Construct End of Road Markers 15 Ea 54. Install Street Name Sign 30 Ea 55. Install Sign Post 15 Ea 56. Install Traffic Control Sign 23 Ea 57. Install Permanent Pavement Paint Marking 5" White Stripe, Grooved 430 Lf 58. Install Permanent Pavement Paint Marking 12" White Stop Bar, Grooved 184 Lf 59. Install Permanent Pavement Paint Marking 24" White Crosswalk, Grooved 150 Lf 60. Install Permanent Pavement Paint Marking 5" Yellow, Grooved 500 Lf 61. Remove and Replace Permanent Paint Marking 5" White, Grooved 150 Lf 62. Install Permanent Pavement Paint Marking Type - "Only", White, Grooved 1 Ea 63. Install Permanent Pavement Paint Marking Symbol - Type "Right Directional Arrow", White Grooved 2 Ea 64. Install Permanent Pavement Paint Marking Symbol - Type "Left Directional Arrow", White, Grooved 3 Ea 65. Install Type B Seeding and Western Green S150 Erosion Control Matting 1,751 Sy. The amount of the engineer's estimate of the cost of said improvements (exclusive of engineering, fiscal, legal, interest, easement acquisition, and miscellaneous costs) is $2,730,000.00. All proposals must be submitted on bid forms furnished by E & A Consulting Group, Inc., and must be accompanied by an original bid bond or a certified check in the amount not less than $136,500.00 made payable to the Treasurer of Sanitary and Improvement District 376 as security that the bidder to whom the contract may be awarded will enter into a contract to build the improvements in accordance with this Notice to Contractor and will give a contract and maintenance bond in the amount of 100% of the total contract price, all as provided in the specifications. Bid bonds must be executed by a duly licensed corporate surety. Checks accompanying proposals not accepted shall be returned to the bidders. No bidder may withdraw his proposal for a period of sixty (60) days after date set for opening of bids. The Bid Security shall be in a separate sealed envelope attached to the Proposal envelope and shall be marked "BID SECURITY" with the project identified thereon. Sanitary and Improvement District No. 376 of Sarpy County, Nebraska, reserves the right to reject any or all bids received and to waive informalities and irregularities. SCOPE OF WORK The construction of a system of paved public roads and streets of varying widths with Portland cement concrete or other approved materials with a minimum thickness of six, seven and nine inches, together with integral curb and gutter, necessary removals, grading, drainage inlets, inlet piping, storm manholes, street signs and necessary appurtenances for a completed project; the installation of a storm sewer system of reinforced concrete pipe or other approved materials, together with manholes, structures, necessary appurtenances and other work that is incidental and necessary for a completed improvement. Plans, specifications, and contract documents governing the above-referenced proposal as prepared by E & A Consulting Group, Inc, 10909 Mill Valley Rd, Suite 100, Omaha, Nebraska, are hereby made a part of this Notice. The proposed contract shall be executed in compliance therewith. Copies of said plans and specifications may be obtained by interested bidders at the office of E & A Consulting Group, Inc. upon payment of $50.00, none of which will be refunded. Sanitary and Improvement District No. 376 of Sarpy County, Nebraska, reserves the right to reject any or all bids received and to waive informalities and irregularities.