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 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 Interior Storm Sewer and Paving 1 Mobilization 1 L.S. 2 Traffic Control 1 L.S. 3 Clearing and Grubbing 1 L.S. 4 Subgrade Preparation, In Place 23,200 C.Y. 5 201st Street Culvert Embankment, Compacted In Place 4,000 C.Y. 6 V Street Culvert Embankment, Compacted In Place 2,000 C.Y. 7 199th Circle S Culvert Embankment, Compacted In Place 3,000 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 1,770 L.F. 10 24" I.D. R.C.P., Class III, W/ Bedding, In Place 3,260 L.F. 11 30" I.D. R.C.P., Class III, W/ Bedding, In Place 1,350 L.F. 12 36" I.D. R.C.P., D(0.01)=1350, W/ Bedding, In Place 2,270 L.F. 13 42" I.D. R.C.P., D(0.01)=1350, W/ Bedding, In Place 940 L.F. 14 48" I.D. R.C.P., D(0.01)=1350, W/ Bedding, In Place 870 L.F. 15 54" I.D. R.C.P., D(0.01)=1350, W/ Bedding, In Place 70 L.F. 16 72" I.D. R.C.P., D(0.01)=1350, W/ Bedding, In Place 265 L.F. 17 Curb Inlet (Type I), In Place 32 EA. 18 Curb Inlet (Type III), In Place 40 EA. 19 54" I.D. Storm Sewer Manhole, In Place 16 V.F. 20 60" I.D. Storm Sewer Manhole, In Place 74 V.F. 21 72" I.D. Storm Sewer Manhole, In Place 41 V.F. 22 84" I.D. Storm Sewer Manhole, In Place 25 V.F. 23 96" I.D. Storm Sewer Manhole, In Place 12 V.F. 24 54" I.D. Flattop Storm Sewer Manhole, In Place 23 V.F. 25 60" I.D. Flattop Storm Sewer Manhole, In Place 77 V.F. 26 72" I.D. Flattop Storm Sewer Manhole, In Place 30 V.F. 27 84" I.D. Flattop Storm Sewer Manhole, In Place 25 V.F. 28 108" I.D. Flattop Storm Sewer Manhole, In Place 15 V.F. 29 18" R.C.P Flared End Section with Bar Grates, In Place 2 EA. 30 30" R.C.P Flared End Section with Bar Grates, In Place 4 EA. 31 42" R.C.P Flared End Section with Bar Grates, In Place 1 EA. 32 48" R.C.P Flared End Section with Bar Grates, In Place 2 EA. 33 54" R.C.P Flared End Section with Bar Grates, In Place 1 EA. 34 72" R.C.P Flared End Section with Bar Grates, In Place 1 EA. 35 Concrete Collar, In Place 6 EA. 36 Tap Existing Curb Inlet, In Place 1 EA. 37 Standard Manhole Ring and Cover, In Place 43 EA. 38 Cast In Place Culvert Inlet Structure 1 EA. 39 201st & R Street P.C.C. Headwall, Cast In Place 2 EA. 40 Segmental Block Retaining Wall, In Place 1,470 S.F. 41 Twin 9' x8' Reinforced Concrete Box Culvert w/ wingwalls, In Place 100 L.F. 42 42" Reinforced Concrete Culvert w/ Flared Ends, In Place 85 L.F. 43 Crushed Rock, Unstable Trench, If Necessary 100 TON 44 Geotextile Fabric, Unstable Trench, If Necessary 100 S.Y. 46 7" Uniform P.C.C. L65 Pavement W/ Integral Curb, In Place 50,200 S.Y. 47 9" Uniform P.C.C. L65 Pavement W/ Integral Curb, In Place 7,075 S.Y. 48 Construct P.C.C. Header, In Place 25 L.F. 49 Adjust Sanitary Sewer Manhole to Grade 75 EA. 50 Curb Inlet Protection, In Place 72 EA. 51 Type "B" Rock Riprap on Non-Woven Geotextile Fabric, In Place 850 TON 52 Erosion Control Matting, Eronet S150 (Or Approved Equal), In Place 22,000 S.Y. 53 Permanent Type "B" Seed Mix, In Place 22,000 S.Y. 54 Construct Concrete Speed Table, In Place 9 EA. 55 Type II Area Inlet, In Place 1 EA. 56 Concrete Collar Around Manhole Ring, In Place 6 EA. 57 Extra Depth Curb Inlet, In Place 5 EA. 58 End of Pavement Barricade, In Place 1 EA. 59 5" Wide Preformed (White) Pavement Marking Tape, Grooved In Place 1,500 L.F. 60 5" Wide Preformed (Yellow) Pavement Marking Tape, Grooved In Place 420 L.F. 61 5" Wide Dashed (White) Preformed Pavement Marking Tape, Grooved In Place 600 L.F. 62 5" Wide (Yellow) Island Paint Striping, In Place 1 E.A. 63 Preformed (White) Pavement Marking Tape Symbol, Grooved In Place 9 EA. 64 Clean and Flush Sanitary Sewer After Paving, Complete 14,700 L.F. 65 72" Black Vinyl Coated Chain Link Fence w/ Mow Strip, In Place 300 L.F. Highway 6/3 1 Improvements 66 Sawcut and Remove P.C.C. Pavement 360 S.Y. 67 Sawcut and Remove A.C.C. Pavement 1,040 S.Y. 68 Remove Existing Pavement Markings 1,200 L.F. 69 Subgrade Preparation, In Place 1,340 C.Y. 70 Remove, Salvage and Re-Install 18" Flared End Section, Complete 1 EA. 71 6" Uniform P.C.C. NDOT 47B Pavement, In Place 35 S.Y. 72 9" Uniform P.C.C. NDOT 47B Pavement, In Place 480 S.Y. 73 10" Uniform P.C.C. NDOT 47B Pavement, In Place 2,850 S.Y. 74 Aggregate Base Course, In Place 705 TON 75 5" Wide Preformed (White) Pavement Marking Tape, Grooved In Place 1,870 L.F. Continued on page 10