Similar Projects
Last Updated | 08/30/2021 05:37 PM |
Project Title | CSAH 2 (Penn) Reconstruction at Northpoint |
Physical Address | View project details and contacts |
City, State (County) | MN (Hennepin County) |
Category(s) | Heavy and Highway, Sewer and Water |
Sub-Category(s) | Paving/Reconstruction, Sanitary Sewers, Sidewalks/Parking Lot |
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 ls as built; 1 ls mobilization; 1 each field office type d; 5 tree clearing; 5 tree grubbing; 100 l f pavement marking removal; 30 s f pavement marking removal; 1 each remove bollards; 1 each remove manhole; 2 each remove casting; 1 each remove gate valve; 1 each remove hydrant; 16 each remove delineator; 23 each remove sign type c; 1 each salvage casting; 1 each salvage bus stop bench; 3 each salvage sign type c; 93 l f sawing concrete pavement (full depth); 326 l f sawing bit pavement (full depth); 26 l f remove water main; 20 l f remove pipe sewers; 1136 l f remove curb & gutter; 200 l f salvage fence; 55 s y remove concrete driveway pavement; 18 s y remove concrete pavement; 2747 s y remove bituminous pavement; 8571 s f remove concrete walk; 1 l s remove signal system; 1771 s y geotextile fabric type 5; 1 ls dewatering; 251 c y excavation special; 50 ton haul & dispose of contaminated material; 50 ton excavation special; 646 c y excavation - common; 739 c y excavation - subgrade; 739 c y select granular embankment (cv); 10 c y common embankment (cv); 20 hour street sweeper (with pickup broom); 6 mgal water; 151 gal calcium chloride solution; 660 c y aggregate base (cv) class 5; 18 s y concrete pavement 10.0"; 8 each drill & grout dowel bar (epoxy coated); 76 each drill & grout reinf bar (epoxy coated); 307 ton type sp 12.5 non wear course mix (3;b); 512 ton type sp 12.5 wearing course mix (3;c); 25 l f 18" rc pipe sewer des 3006 cl iv; 1 each construct bulkhead; 2 each connect to existing manholes (san); 1 each connect to existing storm sewer; 2 each 4" pipe plug; 50 l f fill & abandon pipe; 67 l f 4" pvc sanitary service pipe; 3 each adjust curb stop; 2 each water utility hole; 8 s y 4" polystyrene insulation; 2 each casting assembly; 1 each install casting; 1 each adjust frame & ring casting; 12.8 l f const drainage structure des 78-4020; 1 each connect into existing drainage structure; 6 l f reconstruct sanitary manhole; 11 l f fill & abandon drainage structure; 13 l f construct riser; 6762 s f 4" concrete walk; 1478 s f 6" concrete walk; 3360 s f 3" bituminous walk; 1100 l f concrete curb & gutter design b624; 59 s y concrete median; 55 s y 8" concrete driveway pavement; 123 l f concrete curb & gutter; 19 l f concrete curb design v; 120 s f truncated domes; 140 l f portable precast conc barrier des 8337; 140 l f relocate port precast conc bar des 8337; 1 each install bus stop bench; 1 each adjust handhole; 16 each impact attenuator barrels; 16 each relocate impact attenuator barrels; 560 l f temporary fence design special; 560 l f relocate temporary fence; 200 l f install fence; 1 ls traffic control supervisor; 1 ls traffic control; 1 ls alternate pedestrian route; 100 uday portable changeable message sign; 200 s f construction sign-special; 800 s f temporary walkway surface; 3 each install sign type c; 96 s f sign panels type c; 18 each sign collar; 600 l f clean root cutting; 1 ls stabilized construction exit; 1 ls erosion control supervisor; 14 each storm drain inlet protection; 224 l f sediment control log type rock; 0.4 acre subsoiling; 0.2 acre soil bed preparation; 539 c y boulevard topsoil borrow; 10 lb fertilizer type 2; 1 mgal rapid stabilization method 3; 1 l s permanent vegetation maintenance; 8 lb seed mixture special; 50 l f 24" solid line multi comp; 20 l f 4" broken line multi comp gr in; 939 l f 4" dble solid line multi comp gr in; 60 l f 24" solid line pref thermo gr in; 640 s f crosswalk pref thermo gr in; all in accordance with specifications and bid forms. |
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