Lakewood West Storm Sewer and Paving Sections 1 and 2

At such hour, or as soon as practicable thereafter, the Board of Trustees of the District will proceed to open in the presence of all bidders and consider the bids received for the furnishing of such labor, materials, and equipment necessary for the proper construction of such improvements. The extent of the work consists of the construction or other effectuation of the items listed below and other related preparatory and subsidiary work from issuance of the Notice to Proceed: Item Description Estimated Quantities 1 Mobilization 1 L.S. 2 c learing and Grubbing 1 L.S. 3 Traffic Control 1 L.S. 4 Sawcut Full Depth and Remove Existing Pavement 1,200 S.Y. 5 Remove and Dispose of Existing 24" CMP 400 L.F. 6 Tap Existing Storm Sewer 4 EA. 7 Subgrade Preparation, In Place 24,000 C.Y. 8 15" I.D. R.C.P., Class III, W/ Bedding, In Place 390 L.F. 9 18" I.D. R.C.P., Class III, W/ Bedding, In Place 710 L.F. 10 24" I.D. R.C.P., Class III, W/ Bedding, In Place 5,000 L.F. 11 30" I.D. R.C.P., Class III, W/ Bedding, In Place 1,470 L.F. 12 36" I.D. R.C.P., D0.01 1350, W/ Bedding, In Place 1,140 L.F. 13 42" I.D. R.C.P., D0.01 1350, W/ Bedding, In Place 60 L.F. 14 48" I.D. R.C.P., D0.01 1350, W/ Bedding, In Place 65 L.F. 15 Type I Curb Inlet, In Place 17 EA. 16 Type III Curb Inlet, In Place 50 EA. 17 Extra Depth Type III Curb Inlet, In Place 4 EA. 18 Type II Area Inlet, In Place 3 EA. 19 15" Concrete Collar, In Place 1 EA. 20 24" Concrete Collar, In Place 6 EA. 21 30" Concrete Collar, In Place 2 EA. 22 36" Concrete Collar, In Place 1 EA. 23 48" Concrete Collar, In Place 1 EA. 24 54" I.D. Flattop Storm Sewer Manhole, In Place 60 V.F. 25 60" I.D. Flattop Storm Sewer Manhole, In Place 65 V.F. 26 72" I.D. Flattop Storm Sewer Manhole, In Place 20 V.F. 27 84" I.D. Flattop Storm Sewer Manhole, In Place 7 V.F. Item Description Estimated Quantities 28 15" R.C.P. Flared End Section, In Place 2 EA. 29 18" R.C.P. Flared End Section, In Place 2 EA. 30 24" R.C.P. Flared End Section, In Place 8 EA. 31 30" R.C.P. Flared End Section, In Place 2 EA. 32 36" R.C.P. Flared End Section, In Place 3 EA. 33 48" R.C.P. Flared End Section, In Place 1 EA. 34 Standard Manhole Ring and Cover, In Place 30 EA. 35 Concrete Collar around Manhole Ring, In Place 12 EA. 36 Crushed Rock, Unstable Trench, If Necessary 100 TON 37 Geotextile Fabric, Unstable Trench, If Necessary 100 S.Y. 38 7" Uniform P.C.C. L65 Pavement W/ Integral Curb, In Place 32,100 S.Y. 39 6" Uniform P.C.C. L65 Median Pavement, In Place 720 S.Y. 40 9" Uniform P.C.C. L65 Pavement W/ Integral Curb, In Place 24,500 S.Y. 41 9" Uniform P.C.C. NDOT 47B Pavement, In Place 2,100 S.Y. 42 9" Uniform P.C.C. L65 Median Pavement, In Place 350 S.Y. 43 Construct P.C.C. Header, In Place 200 L.F. 44 Construct End of Pavement Barricade, In Place 5 EA. 45 Adjust Sanitary Sewer Manhole to Grade 62 EA. 46 5" Wide Preformed (White) Pavement Marking Tape, Grooved In Place 1,200 L.F. 47 24" Wide Preformed (White) Pavement Marking Tape, Grooved In Place 250 L.F. 48 5" Wide Preformed (Yellow) Pavement Marking Tape, Grooved In Place 320 L.F. 49 Preformed (White) Pavement Marking Tape Symbol, Grooved In Place 2 EA. 50 Install Fabric Silt Fence, In Place 300 L.F. 51 Type "B" Rock Riprap on Non-Woven Geotextile Fabric, In Place 670 TON 52 Clean and Flush Sanitary Sewer After Paving, In Place 17,000 L.F. 53 Install and Maintain Stabilized Construction Entrance, In Place 1 EA. 54 Install and Maintain Curb Inlet Filters, In Place 71 EA. 55 Remove and Dispose of Concrete Header 50 L.F. 56 Remove and Dispose of End of Pavement Barricade 2 EA. 57 Drill and Grout #5 X 18" Epoxy Coated Tie Bar, In Place 400 EA. 58 Traffic Control Signs for Roundabout 24 EA. 59 Remove and Disperse of Sediment 7,000 C.Y. 60 Remove and Dispose of C.M.P. Riser and Base, Complete 8 EA. 61 Detention Basin 1 Conversion, Complete 1 L.S. 62 Detention Basin 2 Conversion, Complete 1 L.S. 63 Detention Basin 3 Conversion, Complete 1 L.S. 64 Detention Basin 4 Conversion, Complete 1 L.S. 65 Detention Basin 5 Conversion, Complete 1 L.S. 66 Detention Basin 6 Conversion, Complete 1 L.S. 67 Detention Basin 7 Conversion, Complete 1 L.S. Item Description Estimated Quantities 68 Detention Basin 8 Conversion, Complete 1 L.S. 69 Detention Basin 1 Outlet Structure, In Place 1 EA. 70 Detention Basin 2 Outlet Structure, In Place 1 EA. 71 Detention Basin 3 Outlet Structure, In Place 1 EA. 72 Detention Basin 4 Outlet Structure, In Place 1 EA. 73 Detention Basin 5 Outlet Structure, In Place 1 EA. 74 Detention Basin 6 Outlet Structure, In Place 1 EA. 75 Detention Basin 7 Outlet Structure, In Place 1 EA. 76 Detention Basin 8 Outlet Structure, In Place 1 EA. 77 Type B Turf Reinforcement Matting, In Place 560 S.Y. 78 Type II Erosion Control Matting, In Place 7 AC. 79 Type "B" Permanent Seed Mix, In Place 4 AC. 80 United Seeds Floodplain Seed Mix, In Place 2 AC. 81 United Seeds FACW Seed Mix, In Place 1 AC. All work called for in the drawings and specifications shall be furnished in strict accordance with the drawings and specifications prepared by Thompson, Dreessen & Dorner, Inc., Engineers for the District, and now filed in the office of the Clerk of the District at 11440 West Center Road, Suite C, Omaha, NE, 68114, and bids will be received only upon the proposal form furnished through the Engineer for the District. Each bid must be accompanied in a Separate Sealed Envelope by a certified check drawn on a bank whose deposits are insured by the Federal Deposit Insurance Corporation in the amount of $290,000.00, payable without condition to the Treasurer, Sanitary and Improvement District No. 365 of Sarpy County, Nebraska, or a bid bond for a like amount as evidence of good faith of the bidder and as agreed upon liquidated damages to the District in the event the bidder whose proposal is accepted by the Board of Trustees of the District fails to enter into contract within ten (10) days after Notice of Award and furnish acceptable bond to complete the work and pay for all labor done and materials used, such bond to be in the amount of 100% of the total bid price. No bidder may withdraw his proposal for a period of thirty (30) days after the date set for the opening of bids. 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 the offices of Standard Digital Imaging / StandardSHARE. Sanitary and Improvement District No. 365 of Sarpy County, Nebraska, reserves the right to waive formalities and to reject all or any bids.

Division 32 -	Exterior Improvements, Operation and Maintenance of Exterior Improvements.
Division 33 -	Utilities, Instrumentation and Control for Utilities, Water Utilities, Water Utility Distribution Piping, Water Utility Distribution Equipment, Disinfecting of Water Utility Distribution, Water Utility Storage Tanks.
Division 34 -	Transportation, Operation and Maintenance of Transportation.