Site work and paving for a civil project in Valley City, North Dakota. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

Sanitary Sewer (Gravity), Sewer Force Main, Water Utilities, Tree Cutting, Sidewalks/Curbs/Gutters, Aggregate, Fittings and Valves, Traffic Control, Excavation, Landscaping - Seeding, Erosion Control - Temporary, Paving (Asphalt or Concrete), Manhole Rehabilitation, Storm Drain and Paving, Utility Street Construction and Excavation, Asphalt Overlay, Rehab. and/or Maint., Sewer and Water Construction, Water/Wastewater Infrastructure, Grubbing & Clearing, Paving (Highway, Road or Street) Contract Bond, 1.0 L Sum; Clearing & Grubbing, 1.0 L Sum; Removal of Trees 10IN, 1 EA; Removal of Trees 18IN, 5 EA; Removal of Trees 30IN, 4 EA; Removal of Concrete Pavement, 3430 SY; Removal of Curb & Gutter, 7471 LF; Removal of Bituminous Surfacing, 13,266 SY; Removal of Pipe All Types and Sizes, 2,991 LF; Removal of Inlets, 4 EA; Remove Retaining Wall, 41 LF; Topsoil, 1,345 CY; Common Excavation-Waste, 4,672 CY; Topsoil-Imported, 100 CY; Common Excavation-Subcut, 267 CY; Water, 200 M GAL; Subgrade Preparation-Type A, 37.4 STA; Seeding Class III, 1.56 Acre; Hydraulic Mulch, 3.12 Acre; Fiber Rolls 6IN, 100 LF; Remove Fiber Rolls, 6IN, 100 LF; Salvaged Base Course, 4,413 CY; Superpave FAA 43, 3,414 Ton; Cored Sample, 24 EA; PG 58S-28 Asphalt Cement, 222 Ton; Mobilization, 1.0 L Sum; Flagging, 60 MHR; Traffic Control Signs, 681 Unit; Type III Barricade, 53 EA; Sidewalk Barricade, 13 EA; Delineator Drums, 20 EA; Bituminous Laboratory, 1 EA; Contractor's Laboratory, 1 EA; Inlet Protection-Special, 32 EA; Remove Inlet Protection-Special, 32 EA; Geosynthetic Material Type G, 740 SY; Geosynthetic Material Type R1, 16,708 SY; Pipe Conc Reinf 15IN CL III-Storm Drain, 172 LF; Pipe Conc Reinf 18IN CL III-Storm Drain, 653 LF; Pipe Conc Reinf 24IN CL III-Storm Drain, 606 LF; Pipe Conc Reinf 30IN CL III-Storm Drain, 656 LF; Pipe Conc Reinf 36IN CL III-Storm Drain, 362 LF; Sanitary Sewer Service Connection, 54 EA; Manhole 48IN, 1 EA; Manhole 60IN, 1 EA; Manhole 72IN, 6 EA; Manhole 84IN, 5 EA; Manhole Sanitary, 1 EA; Manhole Riser 48IN, 3.5 LF; Manhole Riser 60IN, 8.6 LF; Manhole Riser 72IN, 22.2 LF; Manhole Riser 84IN, 24.2 LF; Abandon Sanitary Sewer Wye, 4 EA; Inlet-Type 2, 13 EA; Inlet-Type 2 Double, 11 EA; Inlet Special-Type 2 60IN, 1 EA Inlet Special- Type 1 84IN, 1 EA; Adjust Gate Valve Box, 5 EA; Adjust Manhole, 15 EA; Adjust Sprinkler System, 1.0 L Sum; Fittings-Ductile Iron, 1,028 LBS; Remove Gate Valve & Box, 9 EA; Gate Valve & Box 6IN, 8 EA; Gate Valve & Box 8IN, 11 EA; Relocate Gate Valve & Box, 1 EA; Hydrant-Install 6IN, 7 EA; Hydrant- Relocate, 1 EA; Remove Hydrant, 6 EA; Sleeve 4IN, 2 EA; Sleeve 8IN, 4 EA; Water Service Line 1IN, 1,539 LF; Watermain 4IN PVC, 8 LF; Watermain 6IN PVC, 393 LF; Watermain 8IN PVC, 2,711 LF; Curb Stop & Box 1IN, 49 EA; Water Service Connection 1IN, 49 EA; 8IN Sanitary Sewer Pipe, 323 LF; 6IN Sewer Service Pipe, 1,683 LF; Sanitary Sewer Cleanout, 1 EA; Insulation Board, 727 CF; Curb & Gutter- Type 1, 7,291 LF; Valley Guter 72IN, 38 SY; Sidewalk Concrete, 1,475 SY; Driveway Concrete 6IN Reinforced, 1,870 SY; Detectable Warning Panels, 276 SF; Flat Sheet for Signs-Type XI Refl Sheeting, 24.1 SF; Flat Sheet for Signs-Type IV Refl Sheeting, 45.6 SF; Steel Galv Posts-Telescoping Perforated ND 12/22/2021 Section 00100 - Page 2 of 3 Tube, 120.2 LF; Reset Sign Panel, 9 EA; Reset Sign Support, 3 EA; PVMT MK Painted 6IN Line, 754 LF; PVMT MK Painted 24IN Line, 48 LF; Mailbox-All Types, 29 EA; Mailbox-Temporary, 24 EA; Modify Manhole, 2 EA; Modify Manhole-Storm, 1 EA; Inlet Structure, 1 EA; Northern Acclaim Honeylocust, 3 EA; Royalty Crabapple, 3 EA; Bur Oak, 2 EA; American Linden, 2 EA. the furnishing of materials, labor, equipment and skill required for the construction of Grading Aggregate Base Course, Hot Mix Asphalt, Storm Drain, Water Main, Sanitary Sewer, Curb & Gutter, Sidewalk, ADA Improvements, and incidental items in and for said City of Valley City, as is more fully described and set forth in the plans and specifications therefore, which are now on file in the office of the Valley City Auditor.