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Active opportunities open for bidding
Bemidji Regional Airport Authority
This project involves milling and overlaying the existing bituminous pavement of Taxiways A, C, & D, reconstruction of bituminous taxiway connection, and reapplying pavement markings. Major items of work are as follows: Contractor Quality Control Program (CQCP) 1 LS Installation, Maintenance, & Removal of Earthen Berm 1,712 LF Storm Drain Inlet Protection 6 EA Sediment Control Log, Type Rock 540 LF Mobilization 1 LS Dozer 20 HOUR Water-Dust Control 100 MGAL Inspection Hole 10 LF Traffic Control 1 LS Engineer/RPR Field Office 1 LS Temporary Fence 11,315 LF Stabilized Construction Exit 2 EA Pavement Removal 12,408 SY Cold Milling 37,476 SY Unclassified Excavation 9,510 CY Subbase Course 1,686 CY Crushed Aggregate Base Course 2,257 SY Asphalt Surface Course 6,095 TON Asphalt Base Course 7,705 TON Emulsified Asphalt Tack Coat 8,140 GAL Surface Preparation 7,692 SF Marking, Reflectorized (White) 765 SF Marking, Reflectorized (Yellow) 6,329SF Marking, Reflectorized (Red) 600 SF Temporary Marking (White) 765 SF Temporary Marking (Yellow) 6,329 SF Temporary Marking (Red) 600 SF Seeding 11.38 AC Topsoil 6,125 CY Mulching 11.38 AC Demolish Existing Airfield Lighting 1 LS Temporary Airport Lighting Systems 1 LS No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Duct Bank or Conduit 2,860 LF No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed Above the Duct Bank or Conduit, Including Ground Rods and Connections/Terminations 1,710 LF 1-Way, 2” Schedule 40 PVC, Direct Buried Electrical Conduit 2,220 LF 2-Way, 2” Schedule 40 PVC, Concrete Encased Electrical Conduit 90 LF L-867D, Junction Can 2 EA L-861T Taxiway Edge Light, With L-867 Base Can 30 EA Reinstall Guidance Sign, Size 2, 2-Module on New Concrete Foundation 1 EA Replace Existing Guidance Sign Panel, Size 2, Style 2 38 EA Guidance Sign, Size 2, 2-Module on Extended Concrete Foundation 5 EA Electrical Allowance 1 LS
Posted Date
May 17, 2025
Due Date
Jun 10, 2025
Release: May 17, 2025
Bemidji Regional Airport Authority
Close: Jun 10, 2025
This project involves milling and overlaying the existing bituminous pavement of Taxiways A, C, & D, reconstruction of bituminous taxiway connection, and reapplying pavement markings. Major items of work are as follows: Contractor Quality Control Program (CQCP) 1 LS Installation, Maintenance, & Removal of Earthen Berm 1,712 LF Storm Drain Inlet Protection 6 EA Sediment Control Log, Type Rock 540 LF Mobilization 1 LS Dozer 20 HOUR Water-Dust Control 100 MGAL Inspection Hole 10 LF Traffic Control 1 LS Engineer/RPR Field Office 1 LS Temporary Fence 11,315 LF Stabilized Construction Exit 2 EA Pavement Removal 12,408 SY Cold Milling 37,476 SY Unclassified Excavation 9,510 CY Subbase Course 1,686 CY Crushed Aggregate Base Course 2,257 SY Asphalt Surface Course 6,095 TON Asphalt Base Course 7,705 TON Emulsified Asphalt Tack Coat 8,140 GAL Surface Preparation 7,692 SF Marking, Reflectorized (White) 765 SF Marking, Reflectorized (Yellow) 6,329SF Marking, Reflectorized (Red) 600 SF Temporary Marking (White) 765 SF Temporary Marking (Yellow) 6,329 SF Temporary Marking (Red) 600 SF Seeding 11.38 AC Topsoil 6,125 CY Mulching 11.38 AC Demolish Existing Airfield Lighting 1 LS Temporary Airport Lighting Systems 1 LS No. 8 AWG, 5kV, L-824, Type C Cable, Installed in Duct Bank or Conduit 2,860 LF No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed Above the Duct Bank or Conduit, Including Ground Rods and Connections/Terminations 1,710 LF 1-Way, 2” Schedule 40 PVC, Direct Buried Electrical Conduit 2,220 LF 2-Way, 2” Schedule 40 PVC, Concrete Encased Electrical Conduit 90 LF L-867D, Junction Can 2 EA L-861T Taxiway Edge Light, With L-867 Base Can 30 EA Reinstall Guidance Sign, Size 2, 2-Module on New Concrete Foundation 1 EA Replace Existing Guidance Sign Panel, Size 2, Style 2 38 EA Guidance Sign, Size 2, 2-Module on Extended Concrete Foundation 5 EA Electrical Allowance 1 LS
Bemidji Regional Airport Authority
Work includes approx 58.99 LF construct sanitary manhole; 1,236 LF of 8" PVC sanitary service, sdr 35; 123 LF of 6" PVC sanitary service, sdr 35; 1,173 LF of 12" dip watermain ci 52; clearing and grubbing 0.11 ac; remove 15" cmp 51 LF; remove 18 cmp 95 LF; remove gate valve & box 1 EA; salvage hydrant 1 EA; remove sanitary manhole EA 1; sawing bituminous pavement (full depth) 135 lf; remove 6" dip watermain 41 LF; remove 8" dip watermain 242 LF; remove water service pipe 119 LF; remove 8" PVC sanitary sewer 54 LF; remove sanitary sewer service 121 LF; dewatering 1 ls; salvage aggregate base 1,640 CY; common borrow 1,789 CY; dozer 20 hr; water-dust control 100 mgal; aggregate base class 5 1,558 CY; shoulder base aggregate class 5 97 CY; type sp 12.5 wearing course mix. See attached file.
Posted Date
May 12, 2025
Due Date
Jun 10, 2025
Release: May 12, 2025
Bemidji Regional Airport Authority
Close: Jun 10, 2025
Work includes approx 58.99 LF construct sanitary manhole; 1,236 LF of 8" PVC sanitary service, sdr 35; 123 LF of 6" PVC sanitary service, sdr 35; 1,173 LF of 12" dip watermain ci 52; clearing and grubbing 0.11 ac; remove 15" cmp 51 LF; remove 18 cmp 95 LF; remove gate valve & box 1 EA; salvage hydrant 1 EA; remove sanitary manhole EA 1; sawing bituminous pavement (full depth) 135 lf; remove 6" dip watermain 41 LF; remove 8" dip watermain 242 LF; remove water service pipe 119 LF; remove 8" PVC sanitary sewer 54 LF; remove sanitary sewer service 121 LF; dewatering 1 ls; salvage aggregate base 1,640 CY; common borrow 1,789 CY; dozer 20 hr; water-dust control 100 mgal; aggregate base class 5 1,558 CY; shoulder base aggregate class 5 97 CY; type sp 12.5 wearing course mix. See attached file.
Bemidji Regional Airport Authority
Project includes clearing & grubbing, site preparation, common excavation, mass grading, chain link fence removal and relocation, and site restoration necessary for hangar site preparation.
Posted Date
Feb 11, 2025
Due Date
Mar 3, 2025
Release: Feb 11, 2025
Bemidji Regional Airport Authority
Close: Mar 3, 2025
Project includes clearing & grubbing, site preparation, common excavation, mass grading, chain link fence removal and relocation, and site restoration necessary for hangar site preparation.
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