Site work for a water / sewer project in Valley City, North Dakota. Completed plans call for site work for a water / sewer project.

Bids shall be upon cash payment on the following estimated quantities and types of work: construction of Concrete Floodwalls, Clay Levees, Storm Sewer, Watermain, Sanitary Sewer, Storm Lift Station, Sanitary Lift Station, Asphalt Street Reconstruction, Street Lighting and incidental items. Complete digital project bidding documents are available at www.kljeng.com “Projects for Bid” or www.questcdn.com. You may download the digital plan documents for $44 by inputting Quest project # [Quest Project Number] on the website’s Project Search page. An optional paper set of project documents is also available for a non-refundable price of $147 per set at KLJ, 1010 4th Avenue SW, Valley City, ND. All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by Engineer as having received the Bidding Documents. Question Deadline 05/08/2026 Bids shall be upon cash payment on the following estimated quantities and types of work: CONTRACT BOND, 1 L SUM; REMOVAL OF TREES 10IN, 19 EA; REMOVAL OF TREES 18IN, 30 EA; REMOVAL OF TREES 30IN, 12 EA; CLEARING & GRUBBING, 1 L SUM; REMOVAL OF PAVEMENT, 13516 TON; REMOVAL OF PIPE ALL TYPES AND SIZES, 2853 LF; REMOVAL OF MANHOLES, 11 EA; REMOVAL OF INLETS, 12 EA; REMOVE SHEET PILE WALL, 1 L SUM; REMOVE EXISTING FENCE, 381 LF; REMOVE ALUMNI ENTRANCE, 1 L SUM; REMOVE AND RESET RECREATIONAL EQUIPMENT & SIGN, 1 L SUM; COMMON EXCAVATION-WASTE, 52020 CY; TOPSOIL-IMPORTED, 8381 CY; BORROW-EXCAVATION, 6463 CY; SEEDING CLASS III, 10.39 ACRE; HYDRAULIC MULCH, 20.78 ACRE; RIPRAP GRADE II, 4770 CY; CONIFER REVETMENT, 545 LF; FIBER ROLLS 12IN, 3758 LF; SALVAGED BASE COURSE, 9129 TON; MILLING PAVEMENT SURFACE, 448 SY; SUPERPAVE FAA 43, 3417 TON; CORED SAMPLE, 12 EA; PG 58S-28 ASPHALT CEMENT, 222.105 TON; SHEET PILE PZC 26, 26138 SF; MOBILIZATION, 1 L SUM; TRAFFIC CONTROL, 1 L SUM; INLET PROTECTIONSPECIAL, 28 EA; REMOVE INLET PROTECTION-SPECIAL, 28 EA; GEOSYNTHETIC MATERIAL TYPE R1, 13332 SY; GEOSYNTHETIC MATERIAL TYPE RR, 7155 SY; PIPE CONC REINF 15IN CL III-STORM DRAIN, 795 LF; PIPE CONC REINF 18IN CL III-STORM DRAIN, 1254 LF; PIPE CONC REINF 24IN CL III-STORM DRAIN, 966 LF; PIPE CONC REINF 30IN CL III-STORM DRAIN, 914 LF; PIPE CONC REINF 36IN CL III-STORM DRAIN, 55 LF; PIPE CONC REINF 42IN CL III-STORM DRAIN, 349 LF; PIPE CONC REINF 48IN CL III-STORM DRAIN, 411 LF; PIPE CONC REINF 60IN CL III-STORM DRAIN, 590 LF; SANITARY SEWER SERVICE CONNECTION, 22 EA; SANITARY SEWER SERVICE REPAIR, 7 EA; MANHOLE 48IN, 7 EA; MANHOLE 60IN, 8 EA; MANHOLE 72IN, 5 EA; MANHOLE 84IN, 1 EA; MANHOLE 96IN, 4 EA; MANHOLE 108IN, 1 EA; 7FT X 7FT RCB CULVERT MANHOLE, 1 EA; 10FT X 10FT RCB CULVERT MANHOLE, 1 EA; MANHOLE SANITARY, 3 EA; INLET-TYPE 2, 33 EA; ADJUST GATE VALVE BOX, 10 EA; ADJUST MANHOLE, 11 EA; ADJUST MANHOLE SPECIAL, 1 EA; FITTINGS-DUCTILE IRON, 1332 LBS; REMOVE GATE VALVE & BOX, 4 EA; GATE VALVE & BOX 6IN, 6 EA; GATE VALVE & BOX 8IN, 7 EA; GATE VALVE & BOX 12IN, 4 EA; 6IN HYDRANT, 3 EA; HYDRANT-RELOCATE, 1 EA; REMOVE HYDRANT, 3 EA; SLEEVE 8IN, 6 EA; SLEEVE 12IN, 2 EA; WATER SERVICE LINE 1IN, 497 LF; WATERMAIN 6IN PVC, 393 LF; WATERMAIN 8IN PVC, 1350 LF; WATERMAIN 12IN PVC, 77 LF; WATER SERVICE CONNECTION 1IN, 16 EA; BORE SANITARY SEWER PIPE, 465 LF; SANITARY SEWER 4IN, 603 LF; 8IN SANITARY SEWER PIPE, 186 LF; 10IN SANITARY SEWER PIPE, 122 LF; 12IN SANITARY SEWER PIPE, 664 LF; SANITARY SEWER SIPHON MODIFICATIONS, 1 L SUM; SANITARY SEWER CLEANOUT, 1 EA; FORCEMAIN 6IN, 508 LF; POLYSTYRENE INSULATION BOARD, 2480 BD FT; CURB & GUTTER-TYPE I, 4836 LF; CURB-TYPE I, 40 LF; SIDEWALK CONCRETE, 5194 SY; DRIVEWAY CONCRETE, 1284 SY; CONCRETE FLOODWALL APRON, 555 SY; DETECTABLE WARNING PANELS, 441 SF; TEMPORARY SAFETY FENCE, 550 LF; FENCE REMOVE & RESET, 182 LF; FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING, 98.8 SF; FLAT SHEET FOR SIGNS-TYPE IV REFL SHEETING, 72.6 SF; STEEL GALV POSTS-TELESCOPING PERFORATED TUBE, 456.3 LF; EPOXY PVMT MK 6IN LINE, 1418 LF; EPOXY PVMT MK 24IN LINE, 245 LF; PULL BOX, 18 EA; 2IN DIAMETER RIGID CONDUIT, 1898 LF; UNDERGROUND CONDUCTOR NO10-TYPE RHW, 5174 LF; UNDERGROUND CONDUCTOR NO10-TYPE THW, 2587 LF; 8' DECORATIVE POLE, 16 EA; LED LUMINAIRE, 16 EA; BRICK VENEER, 7363 SF; SMOOTH FORM FINISH & FORMLINER, 22475 SF; PRECAST CAPS, 1469 LF; REMOVABLE STOP LOGS, 6929 SF; 4TH STREET LIFT STATION, 1 L SUM; EAST MAIN LIFT STATION - RETROFIT, 1 L SUM; SANITARY SEWER LIFT STATION, 1 L SUM; 36IN PIPE BULKHEAD, 1 L SUM; SEGMENT 1 FLOODWALL, 4151 SF; SEGMENT 2 FLOODWALL, 8338 SF; SEGMENT 3 FLOODWALL, 7564 SF; SEGMENT 4 FLOODWALL, 2935 SF; SEGMENT 5 FLOODWALL, 1979 SF; SEGMENT 6 FLOODWALL, 3371 SF; SEGMENT 7 FLOODWALL, 2239 SF; SEGMENT 8 FLOODWALL, 404 SF; TRANSITION WALL, 6 EA; DECORATIVE COLUMNS, 2 EA; SEGMENT 2 FOOTING, 768 LF; SEGMENT 3 FOOTING, 539 LF; SEGMENT 4 FOOTING, 260 LF; SEGMENT 5 FOOTING, 163 LF; SEGMENT 7 FOOTING, 217 LF; TEMPORARY SHORING, 1 L SUM