Site work for a civil project in Springfield, Nebraska. Completed plans call for site work for a water / sewer project; and bridge / tunnel.

The Work Consists Essentially of the Following Estimated Quantities: Approximate Quantities Item Description Quantity Unit Sanitary Sewer 1 Install Silt Fence 1,000 Lf 2 Maintain Silt Fence 1,000 Lf 3 Remove Silt Fence 1,000 Lf 4 Maintain Construction Entrance (3" Crushed Rock) 100 Cy 5 Construct Aggregate Bedding for 6" Sanitary Sewer Pipe 5,757 Tn 6 Construct Aggregate Bedding for 8" Sanitary Sewer Pipe 7,556 Lf 7 Construct Aggregate Bedding for 10" Sanitary Sewer Pipe 1,418 Lf 8 Construct Aggregate Bedding for 12" Sanitary Sewer Pipe 161 Lf 9 Construct Aggregate Bedding for Trench Stabilization 300 Lf 10 Construct 6" Pvc Sanitary Sewer Pipe 5,757 Tn 11 Construct 8" Pvc Sanitary Sewer Pipe 7,556 Lf 12 Construct 10" Pvc Sanitary Sewer Pipe 1,418 Lf 13 Construct 12" Pvc Sanitary Sewer Pipe 161 Lf 14 Construct 6"X 8" Wye 108 Lf 15 Construct 6"X 10" Wye 8 Ea 16 Construct 6"X 12" Wye 2 Ea 17 Construct 6" Manhole Stubout 45 Ea 18 Construct 54" I.d. Sanitary Manhole (42 Ea) 3 Ea 19 Install External Frame Seal on Sanitary Sewer Manhole 540 Ea 20 Construct Ring Collar on Sanitary Sewer Manhole 3 Vf 21 Construct 8" Sanitary Sewer Manhole Tap 1 Ea 22 Connect Sanitary Sewer Manhole to Existing Sewer 2 Vf 23 Construct 8" Sanitary Sewer Pipe Plug 3 Ea Storm Sewer 24 Clean Out Water Quality Basin 500 Cy 25 Construct 15" Pipe Bedding 946 Lf 26 Construct 18" Pipe Bedding 854 Lf 27 Construct 24" Pipe Bedding 1,331 Lf 28 Construct 30" Pipe Bedding 78 Lf 29 Construct 36" Pipe Bedding 90 Lf 30 Construct 72" Pipe Bedding 124 Lf 31 Construct Aggregate Bedding for Trench Stabilization 300 Tn 32 Construct 15" R.c.p., Class Iii 946 Lf 33 Construct 18" R.c.p., Class Iii 854 Lf 34 Construct 24" R.c.p., Class Iii 1,331 Lf 35 Construct 30" R.c.p., Class Iii 78 Lf 36 Construct 36" R.c.p., Class Iii 90 Lf 37 Construct 72" R.c.p., Class Iii 124 Lf 38 Construct 10' X 6; Box Culvert W/ Wing Walls 65 Lf 39 Construct Twin 10' X 4' Box Culvert W/ Wing Walls 105 Lf 40 Construct Ornamental Fence 185 Lf 41 Construct 48" Stilling Well With Cone Grate 1 Ea 42 Construct 54" Stilling Well With Cone Grate 1 Ea 43 Construct 72" Stilling Well With Cone Grate 1 Ea 44 Construct 96" Stilling Well With Cone Grate 1 Ea 45 Construct 120" Stilling Well With Cone Grate 1 Ea 46 Construct 15" R.c. Flared End Section 3 Ea 47 Construct 24" R.c. Flared End Section 4 Ea 48 Construct 30" R.c. Flared End Section 1 Ea 49 Construct 36" R.c. Flared End Section 1 Ea 50 Construct 72" R.c. Flared End Section 1 Ea 51 Construct 54" I.d. Manhole (5 Ea) 38 Vf 52 Construct Ring Collar on Storm Sewer Manhole 4 Ea 53 Construct Basin Outlet Structure 1 Ea 54 15" Concrete Plug W/ 4" Orifice 1 Ea 55 Construct Type B Rip-rap 250 Tn 56 Construct Drainage Swale 870 Lf 57 Install Seeding Type, "Temporary Mix" 4 Ac 58 Install Rolled Erosion Control, Type Ii 4 Ac 59 Finished Grading Fill Over Culverts 35,000 Cy All proposals must be submitted on bid forms furnished by FOLEYSHALD ENGINEERING, and must be accompanied by a bid bond or a certified check in the amount not less than $106,230.00 made payable to the Treasurer of Sanitary and Improvement District 361 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. 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. Construction of a system of PVC sanitary sewer pipe or other approved materials, together with manholes, structures, necessary appurtenances, and other work that is incidental and necessary for a completed improvement; Construction of a system of RCP storm sewer pipe or other approved materials, together with manholes, structures, necessary appurtenances,and other work that is incidental and necessary for a completed improvement. substantially complete within 120 day; Final completion- 156 days