Site work and paving for a bridge / tunnel in Omaha, Nebraska. Completed plans call for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Sealed proposals for furnishing all labor, tools, materials and equipment required to construct as Bridge and Channel Improvements - Section Ifor Sanitary and Improvement District 368, Sarpy County, Nebraska, as per the plans and specifications for said work, at the locations shown on the detailed drawings and in the specifications now on file with the Clerk of said District and available at the office of E & A Consulting Group The work consists essentially of the following estimated quantities: Approximate quantities item no. Description quantity unit 1 mobilization 1 ls 2 abutment no. 1 excavation 1 ls 3 abutment no. 2 excavation 1 ls 4 class 47b-3000 concrete for bridge 195.6 cy 5 class 47bd-4000 concrete for bridge 108.8 cy 6 precast/prestressed concrete superstructure @ sta. 182+13.49 1 ls 7 concrete for pavement approach class 47bd-4000 164.2 cy 8 epoxy coated reinforcing steel 27,540 lbs 9 epoxy coated reinforcing steel for pavement approaches 34,270 lbs 10 steel pipe piling 2,835 lf 11 elastomeric bearings 40 ea 12 chain-link fence 210 lf 13 pedestrian barrier rail 213.3 lf 14 steel sheet piling 5,390 sf 15 structural steel for substructure 4,305 lbs 16 preformed expansion joint, type "B" 31.9 lf 17 earthwork (subgrade prep) 158 cy 18 construct 7" concrete pavement (type l65ae) w/ int. Curb 472 sy 19 install epoxy coated tie bar 12 ea 20 remove concrete header 50 lf 21 construct 18" rcp, class iii 94 lf 22 construct curb inlet type I 1 ea 23 construct curb inlet type iii 1 ea 24 maintain traffic control 1 ls 25 clearing and grubbing - general 1 ls 26 clearing and grubbing - trees over 9" to 18" diameter 1 ea 27 clearing and grubbing - trees over 18" to 27" diameter 1 ea 28 clearing and grubbing - trees over 48" diameter 1 ea 29 remove topsoil 694 sy 30 place topsoil 383 sy 31 embankment-borrow 213 cy 32 excavation haul-off 3,020 cy 33 construct type 'c' rock rip-rap 3,020 ton 34 install seeding - type 'channel seed blend' 390 sy 35 install rolled erosion control - type iii 390 sy 36 install seeding - type 'b seed blend' 4,230 sy 37 install mulching 4,230 sy The amount of the engineers estimate of the cost of said improvements (exclusive of engineering, fiscal, legal, interest, easement acquisition, and miscellaneous costs) is $2,290,000. 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 $114,500 made payable to the Treasurer of Sanitary and Improvement District 368 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. Sanitary and Improvement District 368 of Sarpy County, Nebraska, reserves the right to reject any or all bids received and to waive informalities and irregularities.