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 Barricading 1 Ls 2 Earthwork (Subgrade Prep) 9,682 Cy 3 Construct 7" Concrete Pavement (Type L65ae) W/ Int. Curb 28,987 Sy 4 Consturct 6" P.c.c. Median Surfacing 58 Sy 5 Construct Median Nose 1 Ea 6 Construct Concrete Header 50 Lf 7 Construct End Of Road Markers 6 Ea 8 Construct Speed Hump 5 Ea 9 Install Epoxy Coated Tie Bar 35 Ea 10 Adjust Utility Manhole To Grade 40 Ea 11 Construct Street Name Sign 27 Ea 12 Construct Street Name Post 13 Ea 13 Remove Concrete Header 120 Lf 14 Remove P.c.c. Pavement 84 Sy 15 Remove Temporary Turnaround 141 Sy 16 Remove Barricade 3 Ea 17 Remove Riprap 35 Tn 18 Jet Existing Sanitary Sewer 8,308 Lf 19 Construct 18" Rcp, Class Iii 1,742 Lf 20 Construct 24" Rcp, Class Iii 1,548 Lf 21 Construct 30" Rcp, Class Iii 1,574 Lf 22 Construct 36" Rcp, Class Iii (D0.01 1,350) 241 Lf 23 Construct 42" Rcp, Class Iii (D0.01 1,350) 101 Lf 24 Construct 54" I.d. Storm Manhole (7) 35 Vf 25 Construct 60" I.d. Storm Manhole (1) 7 Vf 26 Construct 72" I.d. Storm Manhole (3) 21 Vf 27 Construct 24" Rc Flared End Section 4 Ea 28 Construct 30" Rc Flared End Section 1 Ea 29 Construct 36" Rc Flared End Section 1 Ea 30 Construct 42" Rc Flared End Section 1 Ea 31 Construct Curb Inlet - Type I 21 Ea 32 Construct Curb Inlet - Type Ii 1 Ea 33 Construct Curb Inlet - Type Iii 19 Ea 34 Construct Curb Inlet - Type Iii With Additional Reinforcing 1 Ea 35 Construct Area Inlet Type Ii (72" I.d.) 2 Ea 36 Construct Twin 4' X 10' Box Culvert 91 Lf 37 Install Pipe Couplers 33 Ea 38 Install External Frame Seal 1 Ea 39 Construct Concrete Ring Retainer 1 Ea 40 Pump Basin For Pipe Installation 5 Ea 41 Sediment Basin Maintenance (By Others) 1 Ls 42 Cmp At Culvert Crossings (By Others) 1 Ls 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 $3,480,000.00. 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 $174,000.00 made payable to the Treasurer of Sanitary and Improvement District 630 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. All proposals must be enclosed in an envelope, sealed and addressed to the "Clerk of Sanitary and Improvement District 630" and shall be marked "PROPOSAL FOR STORM SEWER & PAVING - SECTION I " with the bidder's name and address on said envelope. 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. Proposals received after the above time shall be returned unopened to the bidder submitting the proposal. The work herein provided shall be done under written contract with the responsible bidder submitting the lowest acceptable bid in accordance with the requirements of the plans and specifications and as provided by law. The proposed contract shall be executed in compliance therewith. Sanitary and Improvement District 630 of Douglas County, Nebraska, reserves the right to reject any or all bids received and to waive informalities and irregularities.