Project Description_MT FLAP BLACKF 12(1) FLAP Rehabilitation Two Me.pdf
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- Solicitation number
- 69056726B000005
About this file
This is a presolicitation document for a federal highway rehabilitation project in Glacier National Park, Montana. The project involves reconstruction of asphalt pavement roadway, replacement of existing culverts, and mill and overlay of two parking areas across 7.22 miles of Two Medicine Road located 4 miles northwest of East Glacier, Montana. The estimated price range is $15,000,000 to $25,000,000, with a tentative fixed completion date of Fall 2027.
The scope of work encompasses multiple divisions of construction activities: project requirements including mobilization, construction survey and staking, contractor quality control, contractor testing, and soil erosion control measures; earthwork operations including clearing and grubbing, removal of existing infrastructure, roadway excavation, and geotextile/geosynthetic materials; aggregate and base course work including full depth reclamation and ditch reconditioning; asphalt pavement placement totaling 23,500 tons with milling and tack coat; incidental construction including extensive pipe culvert installation ranging from 12-inch to 120-inch diameters totaling approximately 4,650 linear feet, concrete curbing and sidewalks, utility systems, environmental design work for streambed channel reconstruction and wetlands mitigation, sign systems, pavement markings, and temporary traffic control measures. The project also includes turf establishment, wetland plantings, electrical system installation with utility boxes and trenching, and a lump sum item for Blackfeet Impact Fee.
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MT FLAP BLACKF 12(1) FLAP Rehabilitation Two Medicine Road / MT NP
GLAC 12(2) FLTP Rehabilitation of Two Medicine Road
Glacier, Montana
The work consists of reconstruction of asphalt pavement roadway, replacement of existing culverts, and mill and overlay of two parking areas and other small items of work.
Project length: 7.22 miles
Tentative Fixed Completion Date: Fall 2027
(Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)
Estimated Price Range: $15,000,000 and $25,000,000
Location: 4 Miles NW of East Glacier, MT
DESCRIPTION OF WORK in US CUSTOMARY UNITS
FP-14
O n e S ch ed u le
S ch
N am e
DIVISION 150 – Project Requirements
151 Mobilization (yes/no) Yes
152 Construction Survey & Staking (yes/no) Yes
153 Contractor Quality Control (yes/no) Yes
154 Contractor Testing (yes/no) Yes
155 Construction Schedules (yes/no) Yes
157 Soil Erosion Control, Fiber Roll 5,500 LNFT
157 Soil Erosion Control, Fiber Roll (Culvert Protection) 6,500 LNFT
157 Soil Erosion Control, Check Dam 340 EACH
157 Soil Erosion Control, Check Dam (Fiber Roll) 180 EACH
158 Watering for Dust Control LPSM e S ch ed
N
DIVISION 200 – Earthwork
201 Clearing & Grubbing 21.6 ACRE
203 Removal of Pipe Culvert 63 EACH
203 Removal of Sign 43 EACH
203 Removal of Curb 32 LNFT
203 Removal of Curb & Gutter, Concrete 650 LNFT
203 Removal of Sidewalk, Asphalt 250 SQYD
203 Removal of Sidewalk, Concrete 23 SQYD
203 Plug, Existing Pipe 4 EACH
204 Roadway Excavation 11,500 CUYD
204 Subexcavation 4,500 CUYD
204 Select Borrow 12,500 CUYD
204 Boulder 14 EACH
207 Separation Geotextile, Woven 300 SQYD
207 Separation Geotextile, Non-Woven 7,500 SQYD
207 Geogrid, Stabilization 6,500 SQYD
207 Reinforcement Geosynthetic, Type 2 1,500 SQYD
211 Roadway Obliteration, Method 2 4,300 SQYD
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Placed Riprap, Class 2 150 CUYD
251 Placed Riprap, Class 3 175 CUYD
251 Placed Riprap, Class 4 550 CUYD
251 Placed Riprap, Class 5 440 CUYD
DIVISION 300 – Aggregate and Base Courses
301 Aggregate Base Grading D (Leveling Course) 9,500 CUYD
301 Aggregate Base Grading D 5,000 CUYD
303 Ditch Reconditioning 7.26 MILE
304 Full Depth Reclamation, Method 2, 6-INCH Depth 93,000 SQYD e S ch ed
N
DIVISION 400 – Asphalt Pavements & Surface Treatments
401 Asphalt Concrete Pavement, Gyratory Mix, ½-INCH, or ¾-INCH Nominal Maximum Size Aggregate, 0.3 to <3 Million ESAL (type III roughness) 23,500 TON
401 Tack Coat 35 TON
401 Asphalt Pavement Milling, 3-INCH Depth 3,500 SQYD
DIVISION 600 – Incidental Construction
602 12-INCH Pipe Culvert 70 LNFT
602 18-INCH Pipe Culvert 2,160 LNFT
602 24-INCH Pipe Culvert 630 LNFT
602 36-INCH Pipe Culvert 670 LNFT
602 48-INCH Pipe Culvert 940 LNFT
602 120-INCH Pipe Culvert 180 LNFT
602 End Section for 12-INCH Pipe Culvert 1 EACH
602 End Section for 18-INCH Pipe Culvert 33 EACH
602 End Section for 24-INCH Pipe Culvert 12 EACH
602 End Section for 36-INCH Pipe Culvert 10 EACH
602 End Section for 48-INCH Pipe Culvert 5 EACH
605 Standard Underdrain System 1,380 LNFT
607 Lining 18-INCH Pipe Culvert 230 LNFT
607 Lining 24-INCH Pipe Culvert 310 LNFT
607 Lining 30-INCH Pipe Culvert 130 LNFT
607 Lining 36-INCH Pipe Culvert 130 LNFT
609 Curb, Concrete, 12-INCH Depth 240 LNFT
609 Curb & Gutter, Concrete, 12-INCH Depth 660 LNFT
610 Sidewalk, Exposed Aggregate Colored Concrete 470 SQYD
610 Pad, Concrete 290 SQYD
611 Water System LPSM
612 Sewer System LPSM
619 Bollard 6 EACH
625 Turf Establishment (Hydraulic Method) 24 ACRE
626 Plantings, Wetland Plant, Container Grown (Drummond’s Willow or Booth’s Willow) 40 EACH
626 Plantings, Wetland Plant, Container Grown (Engelmann’s Spruce) 10 EACH e S ch ed
N
629 Rolled Erosion Control Product 2,650 SQYD
633 Sign System 660 SQFT
634 Pavement Markings, Type D, Solid (Yellow) 69,000 LNFT
634 Pavement Markings, Type D, Solid (White) 80,000 LNFT
634 Pavement Markings, Type D, Solid (White, Crosswalks & Stop Lines) 300 LNFT
634 Pavement Markings, Type D, Broken (Yellow) 6,800 LNFT
634 Pavement Markings, Type D, Dotted (White) 1,810 LNFT
634 Pavement Markings, Type D, “STOP” Word Message 2 EACH
634 Pavement Markings, Type D, Accessibility Symbol 10 EACH
635 Temporary Traffic Control, Barricade Type 3 12 EACH
635 Temporary Traffic Control, Drum 100 EACH
635 Temporary Traffic Control, Portable Traffic Barrier 1,020 LNFT
635 Temporary Traffic Control, Construction Sign 320 SQFT
635 Temporary Traffic Control, Flagger 3,800 HOUR
635 Temporary Traffic Control, Traffic Control Supervisor 225 DAY
636 System Installation, Electrical LPSM
636 Utility Box, Pullbox (Electrical) 38 EACH
636 Utility Box, Pullbox (Communications) 38 EACH
636 Utility Trench 38,700 LNFT
647 Environmental Design, Streambed Channel Reconstruction 95 LNFT
647 Environmental Design, Wetlands Mitigation 1,100 SQYD
670 Project Lump Sum (Blackfeet Impact Fee) CTSM
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