Project Description_MT NP GLAC 14(5).pdf
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- MT NP GLAC 14(5), Many Glacier Road Landslides
- Solicitation number
- 69056726B000015
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Project Solicitation Summary – MT NP GLAC 14(5), Many Glacier Road Landslides
This is a federal construction project solicitation for roadway reconstruction on the Many Glacier Road in Glacier County, Montana, approximately 4 miles west of Babb. The project encompasses approximately 2.55 miles of roadway and includes excavation, subgrade stabilization, roadway aggregate and asphalt concrete pavement placement, rock buttressing, riprap revetments, drainage improvements, and utility infrastructure. The estimated price range is between $20,000,000 and $30,000,000, with a tentative solicitation date in February or March 2027 and a tentative fixed completion date of Summer 2029 for both the base scope and Option A (Utility Relocation).
Work is specified using FP-24 specifications and includes Division 150 (Project Requirements) items such as mobilization, construction survey and staking, contractor quality control, and soil erosion control; Division 200 (Earthwork) with clearing, grubbing, roadway excavation (15,100 cubic yards), subexcavation (26,000 cubic yards), select borrow (25,700 cubic yards), and geotextile materials; Division 250 (Slope Reinforcement) including placed riprap classes 2-4 (totaling 6,120 cubic yards) and mechanically-placed rock buttress (3,300 cubic yards); Division 300 (Aggregate and Base Courses) requiring 21,500 tons of roadway aggregate; Division 400 (Asphalt Pavements) with 8,500 tons of asphalt concrete pavement and related treatments; and Division 600 (Incidental Construction) encompassing pipe culverts ranging from 18 to 60 inches in diameter, underdrain systems, gates, cattleguards, stone masonry, equipment rental hours, turf establishment, pavement markings, and extensive temporary traffic control measures including flaggers, pilot cars, and traffic control supervisors.
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Other files
| File | Type | Posted |
|---|---|---|
| Preliminary Plans_MT NP GLAC 14(5).pdf | ||
| Preliminary Letter_ NTB-MT NP GLAC 14(5).pdf | ||
| Project Description_MT NP GLAC 14(5).pdf |
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MT NP GLAC 14(5), Many Glacier Road Landslides
Glacier, Montana
Work consists of approximately 2.5 miles of roadway reconstruction including excavation, subgrade stabilization, placing roadway aggregate and asphalt concrete pavement, and constructing rock buttressing, riprap revetments, drainage improvements and utility infrastructure.
Project Location: This project is located approximately 4 Miles West of Babb (city). Glacier
County, Montana State.
Project Length: 2.55 Miles
Estimated Price Range: Between $20,000,000 and $30,000,000
Tentative Solicitation Date: Feb/Mar 2027
Tentative Fixed Completion Date:
• Base: Summer 2029
• Option A (Utility Relocation): Summer 2029
DESCRIPTION OF WORK in US CUSTOMARY UNITS
USING FP-24 SPECS
S ch
N am e
B as e
S ch
N am e
O p ti o n A
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 Schedule (yes/no) Yes
157 Soil Erosion Control, Temporary Turf Establishment 4.0 ACRE
157 Soil Erosion Control, Fiber Roll 3,800 LNFT
157 Soil Erosion Control, Check Dam (Fiber Roll) 120 EACH
158 Watering for Dust Control LPSM
S ch
N am e
B as e
N am e
O p ti o
DIVISION 200 – Earthwork
201 Clearing & Grubbing 8.0 ACRE
203 Removal of Cattleguard 1 EACH
203 Removal of Gate 1 EACH
203 Removal of Sign/Maker 26 EACH
203 Removal of Structure (Abandonment of Existing Instrumentation) 14 EACH
203 Removal of Concrete Barrier 220 LNFT
203 Removal of Stone Masonry 26 SQYD
203 Plug, Existing Pipe 3 EACH
203 Sawcutting Pavement 520 LNFT
204 Roadway Excavation 15,100 CUYD
204 Subexcavation 26,000 CUYD
204 Select Borrow 25,700 CUYD
207 Separation Geotextile, Woven 25,500 SQYD
207 Geotextile Filter, Class 1, Non-Woven 6,000 SQYD
207 Geogrid, Stabilization 81,000 SQYD
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Placed Riprap, Class 2 300 CUYD
251 Placed Riprap, Class 3 20 CUYD
251 Placed Riprap, Class 4 5,800 CUYD
252 Rock Buttress, Mechanically-Placed 3,300 CUYD
268 Horizontal Drain Pipe 47,300 LNFT
271 Inclinometer Casing 470 LNFT
271 Geotechnical Instrumentation, Piezometer (and Data Logger) 5 EACH
DIVISION 300 – Aggregate and Base
Courses
302 Roadway Aggregate, Method 2 21,500 TON
DIVISION 400 – Asphalt Pavements &
Surface Treatments
N am e
B
N am e
O p ti o
401 Asphalt Concrete Pavement, Gyratory Mix, ½- INCH, or ¾-INCH Nominal Maximum Size Aggregate, 0.3 to <3 Million ESAL (type III roughness)
8,500 TON
401 Asphalt Concrete Pavement, Gyratory Mix, ½- INCH, or ¾-INCH Nominal Maximum Size Aggregate, Wedge and Leveling Course
120 TON
401 Antistrip Additive, Type 3 85 TON
412 Tack Coat 17 TON
413 Asphalt Pavement Milling, 1-INCH Depth 550 SQYD
418 Asphalt Concrete Pavement Patch, Type 1 10 SQYD
DIVISION 600 – Incidental
Construction
602 18-INCH Pipe Culvert 250 LNFT
602 24-INCH Pipe Culvert 800 LNFT
602 36-INCH Pipe Culvert 75 LNFT
602 48-INCH Pipe Culvert 210 LNFT
602 60-INCH Pipe Culvert 320 LNFT
602 42-INCH Equivalent Diameter Arch or
Elliptical Pipe Culvert 65 LNFT
602 End Section for 18-INCH Pipe Culvert 5 EACH
602 End Section for 24-INCH Pipe Culvert 23 EACH
602 End Section for 36-INCH Pipe Culvert 2 EACH
602 End Section for 48-INCH Pipe Culvert 2 EACH
602 End Section for 42-INCH Equivalent Diameter Arch or Elliptical Pipe Culvert 1 EACH
605 Standard Underdrain System 6,500 LNFT
619 Gate, Metal, 34 Feet Width 1 EACH
619 Cattleguard, 24 Feet 1 EACH
620 Stone Masonry 3 SQYD
620 Stone Masonry Headwall for 18-inch Pipe
Culvert 2 EACH
620 Stone Masonry Headwall for 24-inch Pipe
620 Stone Masonry Headwall for 48-inch Pipe
620 Repoint Stone Masonry 100 SQFT
N am e
B
N am e
O p ti o
622 Dump Truck, 10 Cubic Yard
Minimum Capacity 100 HOUR
622 Wheel Loader, 3 Cubic Yard Minimum Capacity 100 HOUR
622 Motor Grader, 12 Foot Minimum Blade 100 HOUR
622 Hydraulic Excavator, 1.0 Cubic Yard Minimum Capacity With Thumb Attachment
160 HOUR
623 General Labor 200 HOUR
624 Placing Conserved Topsoil, 4-inch Depth 6.3 ACRE
625 Turf Establishment 9.5 ACRE
628 Temporary Stream Diversion (Pipe Culverts) LPSM
633 Sign System 80 SQFT
633 Object Marker, Type 2 4 EACH
633 Object Marker, Type 3 8 EACH
633 Remove and Reset Sign System 5 EACH
634 Pavement Markings, Type D, Solid (Yellow) 39,000 LNFT
634 Pavement Markings, Type D, Solid (White) 18,800 LNFT
634 Pavement Markings, Type D, Broken (Yellow) 5,300 LNFT
635 Temporary Traffic Control, Construction Sign LPSM
635 Temporary Traffic Control, Barricade Type 3 (8 Feet Wide) 6 EACH
635 Temporary Traffic Control, Tubular Marker, Type 42-inch 280 EACH
635 Temporary Traffic Control, Warning Light Type A 4 EACH
635 Temporary Traffic Control, Warning Light Type B 6 EACH
635 Temporary Traffic Control, Portable Changeable Message Sign 3 EACH
635 Temporary Traffic Control, Traffic Signal System 1 EACH
635 Temporary Traffic Control, Pavement Markings 10,500 LNFT
635 Temporary Traffic Control, Flagger 1,200 HOUR
635 Temporary Traffic Control, Pilot Car 200 DAY
635 Temporary Traffic Control, Traffic Control Supervisor 300 DAY
N am e
B
N am e
O p ti o
636 System Installation, Electrical LPSM
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