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: 1 Install Silt Fence 1,500.00 LF 2 Install Construction Entrance 1.00 EACH 3 Install Concrete Washout 1.00 EACH 4 Clearing and Grubbing - General 1.00 LS 5 Remove Aggregate Surfacing - Established Quantity 690.00 SY 6 Remove Pavement 32.00 SY 7 Saw Cut-Full Depth 56.00 LF 8 Subgrade Preparation 32.00 SY 9 Construct Aggregate Base Course - Est. Quantity 690.00 SY 10 Construct 10" Concrete Pavement 32.00 SY 11 Construct 6" Concrete Base (Type OPW 3500) 32.00 SY 12 Construct Aggregate Bedding for Type F3, 6" Sanitary Sewer Pipe (Sewer Service) 11,583.00 LF 13 Construct Aggregate Bedding for Type F3, 8" Sanitary Sewer Pipe 22,304.00 LF 14 Construct Aggregate Bedding for Trench Stabilization 250.00 TON 15 Construct Foundation Rock for Trench Stabilization 250.00 TON 16 Construct Trench Excavation (Unsuitable Material) 500.00 CY 17 Construct 6" Sanitary Sewer Pipe 12,950.00 LF 18 Construct 8" Sanitary Sewer Pipe 22,304.00 LF 19 Tunnel 16" Steel Casing w/ 8" Sanitary Sewer 40 LF 20 Construct 6" x 8" Wye 312.00 EACH 21 Construct 8" Sanitary Sewer Manhole Tap 2.00 EACH 22 Construct 54" ID Sanitary Manhole (95) 1,222.00 VF 23 Provide External Frame Seal to Paving Contractor 95.00 EACH 24 Perform CCTV Pipeline Inspection 22,304.00 LF 25 Perform CCTV Pipeline Inspection (Post 30 Days) 22,304.00 LF 26 Clean Sanitary Sewer Pipe 22,304.00 LF 27 Clean Sanitary Sewer Pipe (Post 30 Days) 22,304.00 LF 28 Install Seeding - Type Native Seed 5.00 ACRE 29 Install Rolled Erosion Control, Type III w/ Seeding 5,000.00 SY 30 Construct Temporary Safety Fence 1,500.00 LF 31 Provide Temporary Traffic Control per Intersection Corner 5.00 BARR-DAY 32 Mobilization/ Demobilization 1.00 LS 33 Construct Concrete Manhole Ring Retainer 16.00 EACH 34 Install Area Inlet Protection 2.00 EACH 35 Construct Aggregate Bedding for 15" Storm Pipe 1,313.00 LF 36 Construct Aggregate Bedding for 18" Storm Pipe 7,197.00 LF 37 Construct Aggregate Bedding for 24" Storm Pipe 5,083.00 LF 38 Construct Aggregate Bedding for 30" Storm Pipe 825.00 LF 39 Construct Aggregate Bedding for 36" Storm Pipe 1,242.00 LF 40 Construct Aggregate Bedding for 42" Storm Pipe 622.00 LF 41 Construct Aggregate Bedding for 48" Storm Pipe 197.00 LF 42 Construct Aggregate Bedding for Trench Stabilization 500.00 TON 43 Construct Foundation Rock for Trench Stabilization 500.00 TON 44 Construct Trench Excavation (Unsuitible Material) 250.00 CY 45 Construct 15" RC Storm Pipe 1,313.00 LF 46 Construct 18" RC Storm Pipe 7,197.00 LF 47 Construct 24" RC Storm Pipe 5,083.00 LF 48 Construct 30" RC Storm Pipe 825.00 LF 49 Construct 36" RC Storm Pipe 1,242.00 LF 50 Construct 42" RC Storm Pipe 622.00 LF 51 Construct 48" RC Storm Pipe 197.00 LF 52 Construct 15" RC Flared End Section 1.00 EACH 53 Construct 24" RC Flared End Section 1.00 EACH 54 Construct 30" RC Flared End Section 2.00 EACH 55 Construct 36" RC Flared End Section 2.00 EACH 56 Construct 42" RC Flared End Section 2.00 EACH 57 Construct 48" RC Flared End Section 1.00 EACH 58 Construct 54" ID Storm Manhole (29) 200.00 VF 59 Construct 60" ID Storm Manhole (4) 40.00 VF 60 Construct 72" ID Storm Manhole (5) 50.00 VF 61 Construct 84" ID Storm Manhole (2) 20.00 VF 62 Construct Curb Inlet Type I 45.00 EACH 61 Construct Curb Inlet Type III 44.00 EACH 63 Construct Curb Inlet Type III (Extra Deep) 3.00 EACH 64 Construct Area Inlet - Type II (48") 1.00 EACH 65 Construct Area Inlet - Type II (72") 1.00 EACH 66 Perform CCTV Pipeline Inspection (Post-Construction) 16,479.00 LF 67 Perform CCTV Pipeline Inspection (Post 30 Days) 16,479.00 LF 68 Clean Storm Sewer Pipe 16,479.00 LF 69 Construct Type C Rip-Rap 300.00 TON 70 Construct Toe Cutoff Wall 9.00 EACH 71 Construct Pipe Coupler 70.00 EACH 72 Construct Concrete Manhole Ring Retainer 36.00 EACH 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 $5,850,000.00. Bond Notes: All proposals must be submitted on bid forms furnished by SEH Engineers, and must be accompanied by a bid bond or a certified check in the amount not less than $292,500.00 made payable to the Treasurer of Sanitary and Improvement District 636 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. 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. No bidder may withdraw his proposal for a period of sixty (60) days after date set for opening of bids. Owner Rights: Sanitary and Improvement District 636 of Douglas County, Nebraska, reserves the right to reject any or all bids received and to waive informalities and irregularities. Doc Notes: The proposed contract shall be executed in compliance therewith. Plans and Specifications may be examined at the offices of SEH Engineers, 15750 W. Road, Suite 305, Omaha Nebraska or online .All costs associated with obtaining documents are the responsibility of the bidder and are non-refundable. In order to ensure bidders are aware of all issued documents pertaining to this opportunity - bids will only be accepted from those listed on the plan holders lists kept at the Engineer's office and online. 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 SEH Engineers Bid Notes: All proposals must be enclosed in an envelope, sealed and addressed to the "Clerk of Sanitary and Improvement District 636" and shall be marked "PROPOSAL FOR SANITARY SEWER & STORM SEWER SYSTEM - SECTION I" with the bidder's name and address on said envelope.