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Last Updated | 07/01/2021 06:04 PM |
Project Title | Pedestrian Crossing and Bikeway Safety Improvements - REBID |
Physical Address | View project details and contacts |
City, State (County) | Bloomington, Eden Prairie, Minneapolis, MN (Hennepin County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The major items of work are approximately: 1 LUMP SUM AS BUILT; 1 LUMP SUM MOBILIZATION; 1490 LIN FT PAVEMENT MARKING REMOVAL; 1082 SQ FT PAVEMENT MARKING REMOVAL; 9 EACH REMOVE DRAINAGE STRUCTURE; 3 EACH REMOVE SIGN TYPE D; 17 EACH SALVAGE SIGN TYPE C; 2 EACH SALVAGE SIGN TYPE D; 263 LIN FT SAWING CONCRETE PAVEMENT (FULL DEPTH); 2590 LIN FT SAWING BITUMINOUS PAVEMENT (FULL DEPTH); 209 LIN FT REMOVE SEWER PIPE (STORM); 1481 LIN FT REMOVE CURB AND GUTTER; 170 SQ YD REMOVE CONCRETE PAVEMENT; 1875 SQ YD REMOVE BITUMINOUS PAVEMENT; 8771 SQ FT REMOVE BITUMINOUS WALK; 8076 SQ FT REMOVE CONCRETE WALK; 162 SQ FT REMOVE CONCRETE DRIVEWAY PAVEMENT; 1 LUMP SUM SALVAGE MISCELLANEOUS STRUCTURES; 1 LUMP SUM HAUL SALVAGED MATERIAL; 668 CU YD AGGREGATE BASE (CV) CLASS 5; 102 EACH DOWEL BAR; 202 SQ YD CONCRETE PAVEMENT 8.0"; 15 EACH DRILL AND GROUT DOWEL BAR (EPOXY COATED); 461 EACH DRILL AND GROUT REINFORCEMENT BAR (EPOXY COATED); 228 TON TYPE SP 12.5 WEARING COURSE MIXTURE (4;L); 337 TON TYPE SP 12.5 NON WEARING COURSE MIXTURE (5;L); 285 LIN FT 15" RC PIPE SEWER CLASS V; 64 LIN FT 18" RC PIPE SEWER CLASS III; 1 EACH CONNECT TO EXISTING STORM SEWER; 8 EACH CONNECT INTO EXISTING DRAINAGE STRUCTURE; 27 LIN FT PLUG FILL AND ABANDON PIPE SEWER; 10 EACH CASTING ASSEMBLY; 7 EACH ADJUST FRAME AND RING CASTING; 25.3 LIN FT CONSTRUCT DRAINAGE STRUCTURE DESIGN N; 19.1 LIN FT CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020; 9169 SQ FT 4" CONCRETE WALK; 7287 SQ FT 6" CONCRETE WALK; 4384 SQ FT 3" BITUMINOUS WALK; 140 LIN FT CONCRETE CURB AND GUTTER DESIGN SPECIAL; 48 LIN FT CONCRETE CURB AND GUTTER DESIGN B424; 16 LIN FT CONCRETE CURB AND GUTTER DESIGN B448; 159 LIN FT CONCRETE CURB AND GUTTER DESIGN B612; 1516 LIN FT CONCRETE CURB AND GUTTER DESIGN B624; 71 LIN FT CONCRETE CURB AND GUTTER DESIGN B648; 170 LIN FT CONCRETE CURB AND GUTTER DESIGN D412; 88 LIN FT CONCRETE CURB AND GUTTER DESIGN D424; 882 SQ FT TRUNCATED DOMES; 623 LIN FT PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337; 560 LIN FT RELOCATE PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337; 1 LUMP SUM TRAFFIC CONTROL SUPERVISOR; 1 LUMP SUM TRAFFIC CONTROL; 1 LUMP SUM ALTERNATE PEDESTRIAN ROUTE; 2 EACH PORTABLE CHANGEABLE MESSAGE SIGN; 17 EACH INSTALL SIGN TYPE C; 2 EACH INSTALL SIGN TYPE D; 13 EACH DELINEATOR; 296.25 SQ FT SIGN TYPE C; 19 SQ FT SIGN TYPE D; 3 SYSTEM PEDESTRIAN CROSSWALK FLASHER SYSTEM; 2 SYSTEM REVISE FLASHER SYSTEM; 1 SYSTEM REVISE SIGNAL SYSTEM; 55 EACH STORM DRAIN INLET PROTECTION; 1290 LIN FT SEDIMENT CONTROL LOG TYPE STRAW; 36 EACH SITE RESTORATION; 9832 LIN FT REMOVABLE PREFORMED PAVEMENT MARKING TAPE; 214 LIN FT 4" SOLID LINE MULTI-COMPONENT; 38 LIN FT 6" SOLID LINE MULTI-COMPONENT; 745 LIN FT 24" SOLID LINE MULTI-COMPONENT; 11 LIN FT 4" DOTTED LINE MULTI-COMPONENT; 2209 LIN FT 4" DOUBLE SOLID LINE MULTI-COMPONENT; 9 LIN FT 6" DOTTED LINE MULTI-COMPONENT GROUND IN (WR); 54 SQ FT PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN; 1681 SQ FT CROSSWALK PREFORM THERMOPLASTIC GROUND IN; 1020 SQ FT PAVEMENT MARKING SPECIAL 2 THERMOPLASTIC, all in accordance with specifications and bid forms. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |