PROJECT DESCRIPTION_MT FLAP SILVER 2021(1).pdf
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- Solicitation number
- 69056726R000016
About this file
This is a solicitation notice for the MT FLAP SILVER 2021 Roosevelt Drive Safety and Realignment Project located 11 miles south of Butte, Montana in Silver Bow County. The project consists of grading, mechanically stabilized earth (MSE) walls, drainage, asphalt surfacing, and guardrail installation. Three mutually exclusive bid schedules are offered: Schedule A (0.66 miles), Schedule B (1.17 miles), and Schedule C (1.72 miles), with only one schedule to be awarded. The estimated price range is $5 million to $10 million, with a tentative solicitation date of Fall/Winter 2026 and a tentative fixed completion date of Fall 2027 (exact date to be specified in SF1442 Continuation, Block 11 upon solicitation issuance).
The scope of work encompasses multiple divisions including project requirements (construction survey and staking, quality control, sampling and testing, erosion and sediment control measures), earthwork (clearing and grubbing, removal of existing infrastructure, roadway excavation, borrow materials), slope reinforcement and retaining walls (riprap, rockery, mechanically stabilized earth walls), aggregate and base courses, asphalt pavements and surface treatments, and incidental construction (pipe culverts, trench drains, guardrail systems, topsoil placement, turf establishment, temporary stream diversion, pavement markings, and temporary traffic control). Quantities for all line items vary by schedule, with Schedule C representing the largest project scope. All three schedules require rental equipment, general labor, construction scheduling, contractor quality control, contractor sampling and testing, and construction survey and staking.
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Other files
| File | Type | Posted |
|---|---|---|
| mta-silver2021-1_Plans_PRELIM-BID.pdf | ||
| Prelim Letter_MT FLAP SILVER 2021(1) (1).pdf |
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Text version
MT FLAP SILVER 2021 (1) Roosevelt Drive Safety and Realignment Project
The work consists of grading, MSE walls, drainage, asphalt surfacing, and guardrail.
Project length: Schedule A- 0.66 miles
Schedule B- 1.17 miles
Schedule C- 1.72 miles
There are three bid schedules; only one schedule will be awarded.
Tentative Fixed Completion Date: Fall 2027
(Once solicitation is issued, see SF1442 Continuation, Block 11 for exact date.)
Tentative Solicitation Date: Fall/Winter 2026
Estimated Price Range: $5 million to $10 million
Location: 11 miles S of Butte, Montana in Silver Bow County
DESCRIPTION OF WORK in US CUSTOMARY UNITS
FP-24
S ch ed u le A ed u
B ed u
C
DIVISION 150 – Project Requirements
152 Construction Survey & Staking (yes/no) Yes Yes Yes
153 Contractor Quality Control (yes/no) Yes Yes Yes
154 Contractor Sampling & Testing (yes/no) Yes Yes Yes
155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes Yes Yes
157 Soil Erosion & Sediment Control, Temporary Turf Establishment 0.8 ACRE 0.9 ACRE 1.0 ACRE
157 Soil Erosion & Sediment Control, Silt Fence 900 LNFT 900 LNFT 1,170 LNFT
157 Soil Erosion & Sediment Control, Temporary Culvert Pipe 550 LNFT 550 LNFT 550 LNFT
157 Soil Erosion & Sediment Control, Fiber Roll 1,225 LNFT 4,300 LNFT 7,550 LNFT
157 Soil Erosion & Sediment Control, Check Dam (Filter Rock) 75 EACH 110 EACH 130 EACH ed u ed u ed u
DIVISION 200 – Earthwork
201 Clearing & Grubbing 1.7 ACRE 2.4 ACRE 3.5 ACRE
203 Removal of Delineator 1 EACH 1 EACH 1 EACH
203 Removal of Pipe Culvert 11 EACH 14 EACH 18 EACH
203 Removal of Sign 8 EACH
204 Roadway Excavation 2,700 CUYD 4,600 CUYD 6,500 CUYD
204 Unclassified Borrow 3,000 CUYD 2,000 CUYD 1,300 CUYD
204 Boulder 65 EACH 65 LNFT 120 EACH
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Placed Riprap, Class 3 (Riprap Headwall) 900 CUYD 900 CUYD 900 CUYD
252 Rockery 2,430 SQFT 2,430 SQFT
255 Mechanically Stabilized Earth Wall, Welded Wire Face 525 SQFT 525 SQFT 525 SQFT
DIVISION 300 – Aggregate and Base Courses
302 Roadway Aggregate, Method 2 900 TON 1,600 TON 2,700 TON
315 Recycled Aggregate Base, Method 2, 6-Inch Depth 4,700 SQYD 6,100 SQYD 7,000 SQYD
DIVISION 400 – Asphalt Pavements & Surface Treatments
403 Asphalt Concrete Pavement, Type 1 1,300 TON 2,300 TON 3,400 TON
412 Tack Coat 3.4 TON 5.9 TON 8.7 TON
413 Asphalt Pavement Milling, 6-Inch Depth 10,000 SQYD 17,800 SQYD 25,800 SQYD
DIVISION 600 – Incidental Construction
602 24-Inch Pipe Culvert 146 LNFT 184 LNFT 362 LNFT
602 36-Inch Pipe Culvert 60 LNFT 60 LNFT 60 LNFT
602 84-Inch Pipe Culver (Simulated Stream) 524 LNFT 524 LNFT 524 LNFT
602 24-Inch Equivalent Diameter Arch Or Elliptical Pipe Culvert 90 LNFT 290 LNFT 452 LNFT
602 End Section for 24-Inch Pipe Culvert 6 EACH 8 EACH 16 EACH
602 End Section for 36-Inch Pipe Culvert 2 EACH 2 EACH 2 EACH ed u ed u ed u
602 End Section for 24-Inch Equivalent Diameter Arch Or Elliptical Pipe Culvert 4 EACH 14 EACH 22 EACH
604 Trench Drain 205 LNFT 205 LNFT 205 LNFT
617 Guardrail System MGS, Type 2, Class A, Steel Posts, (8-Inch Block) 150 LNFT 150 LNFT 150 LNFT
617 Terminal System, Type MGS Tangent 2 EACH 2 EACH 2 EACH
622 Rental Equipment (yes/no) Yes Yes Yes
623 General Labor (yes/no) Yes Yes Yes
624 Providing and Placing Topsoil 980 CUYD 1,200 CUYD 1,400 CUYD
624 Placing Conserved Topsoil, 4-Inch Depth 1.4 ACRE 2.0 ACRE 2.8 ACRE
625 Turf Establishment (Hydraulic Method) 3.0 ACRE 3.9 ACRE 5.2 ACRE
628 Temporary Stream Diversion 360 LNFT 360 LNFT 360 LNFT
629 Rolled Erosion Control Product, Type 2.D 600 SQYD 1,110 SQYD 1,170 SQYD
633 Sign System 13 SQFT 22 SQFT 34 SQFT
634 Pavement Markings, Type D, Solid (White) 11,700 LNFT 17,200 LNFT 22,900 LNFT
634 Pavement Markings, Type D, Solid (Yellow) 11,700 LNFT 17,200 LNFT 23,100 LNFT
634 Pavement Markings, Type D, Dotted (White) 300 LNFT
635 Temporary Traffic Control, Tabular Marker, Type 42-Inch 200 EACH 200 EACH 200 EACH
635 Temporary Traffic Control, Portable Changeable Message Sign 2 EACH 2 EACH 2 EACH
635 Temporary Traffic Control, Traffic Signal System 2 EACH 2 EACH 2 EACH
635 Temporary Traffic Control, Construction Sign 206 SQFT 206 SQFT 206 SQFT
635 Temporary Traffic Control, Flagger 210 HOUR 210 HOUR 210 HOUR
635 Temporary Traffic Control, Pilot Car 65 DAY 70 DAY 80 HOUR
635 Temporary Traffic Control, Traffic Control Supervisor 65 DAY 70 DAY 80 DAY
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