Site work and paving for a mixed-use development in Springfield, Nebraska. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; sidewalk / parking lot; and water / sewer project.

The work consists essentially of the following estimated quantities: Approximate Quantities Item No. Description Quantity Unit 1 Provide Temporary Traffic Control 1 Ls 2 Sawcut Full-depth and Remove Curb and Gutter 167 Lf 3 Remove Pcc Sidewalk 765 Sf 4 Construct 7" Concrete Pavement (Type L65ae) W/ Int. Curb 23,492 Sy 5 Construct 9" Concrete Pavement (Type L65ae) W/ Int. Curb 19,932 Sy 6 Sugbrade Preparation 15,209 Cy 7 Remove Concrete Header 177 Lf 8 Install Epoxy Coated Tie Bars 92 Ea 9 Construct Full-depth Pcc Median Mose -4' Radius 2 Ea 10 Adjust Utility Manhole to Grade 44 Ea 11 Construct Street Name Sign 22 Ea 12 Construct Street Name Post 11 Ea 13 Drill and Grout No. 5 X 1'-6" Bars 142 Ea 14 Permanent Paint Marking 5" White 7,126 Lf 15 Permanent Paint Marking 5" White Parking Striping 2,514 Lf 16 Install Permanent Preformed Tape Symbol - Direction 15 Ea 17 Construct Pcc Median Surfacing 917 Sf 18 Construct Pcc Mow Strip 1,020 Sf 19 Remove and Reconstruct Existing Curb Inlet Top 1 Ea 20 Remove Existing Curb Inlet 1 Ea 21 Reconstruct Existing Curb Inlet 1 Ea 22 Construct Temporarty Street Sign Manes and Post 16 Ea 23 Construct Temporarty Stop Signs 23 Ea 24 Jet Existing Sanitary Sewer 11,425 Lf 25 Construct 18" Rcp, Class Iii 2,178 Lf 26 Construct 24" Rcp, Class Iii 741 Lf 27 Construct 30" Rcp, Class Iii 1,525 Lf 28 Construct 30" Rcp, Class Iii (Over 15' Depth) 140 Lf 29 Construct 36" Rcp, D0.01=1,350 1,541 Lf 30 Construct 36" Rcp, D0.01=1,350 (Over 15' Depth) 1,590 Lf 31 Construct 42" Rcp, D0.01=1,350 1,583 Lf 32 Construct 42" Rcp, D0.01=1,350 (Over 15' Depth) 300 Lf 33 Construct 48" Rcp, D0.01=1,350 585 Lf 34 Construct 54" Rcp, D0.01=1,350 112 Lf 35 Construct 54" I.d. Storm Manhole (7) 43 Vf 36 Construct 60" I.d. Storm Manhole (2) 17 Vf 37 Construct 72" I.d. Storm Manhole (15) 142 Vf 38 Construct 84" I.d. Storm Manhole (5) 61 Vf 39 Construct 96" I.d. Storm Manhole (4) 48 Vf 40 Construct Curb Inlet, Type I 25 Ea 41 Construct Curb Inlet, Type Iii 20 Ea 42 Construct Curb Inlet, Type Iv 2 Ea 43 Construct 48" I.d. Area Inlet Type Ii 5 Ea 44 Construct 60" I.d. Area Inlet Type Ii 5 Ea 45 Construct 18" Rc Flared End Section 1 Ea 46 Construct 24" Rc Flared End Section 1 Ea 47 Construct 36" Rc Flared End Section 2 Ea 48 Construct 42" Rc Flared End Section 1 Ea 49 Construct 54" Rc Flared End Section 2 Ea 50 Construct External Frame Seal 8 Ea 51 Construct Concrete Ring Retainer 7 Ea 52 Construct Storm Sewer Pipe Plug 9 Ea 53 Install Pipe Couplers 57 Ea 54 Construct Flexamat Dissipation Structure 192 Sf 55 Tap Existing Storm Sewer Manhole 1 Ea 56 Construct 6' X 6' Rc Box Culvert Extension With Headwall 110 Lf 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 $5,440,000. All proposals must be submitted on bid forms furnished by E & A Consulting Group, and must be accompanied by an original bid bond or a certified check in the amount not less than $272,000 made payable to the Treasurer of Sanitary and Improvement District 366 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 366" 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. Sanitary and Improvement District 366 of Sarpy County, Nebraska, reserves the right to reject any or all bids received and to waive informalities and irregularities.