PROJECT DESCRIPTION_WY NPS GRTE 2020(1) and WY NP GRTE 11(1).pdf

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WY NPS GRTE 2020(1), Moose Wilson Road Phase 2 and WY NP GRTE 11(1), Teton Park Road – Moose to Taggart Lake Trailhead
Solicitation number
69056726R000005
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This document is a detailed Invitation for Bid (IFB) for a road reconstruction project in Grand Teton National Park, Wyoming. The project involves reconstruction of two road segments: Moose Wilson Road Phase 2 and Teton Park Road from Moose to Taggart Lake Trailhead, with a total project length of 2.95 miles. The estimated price range is $20 million to $30 million, with a tentative fixed completion date of Winter 2027. The project scope includes extensive roadwork such as utilities, grading, aggregate and asphalt pavement, minor concrete pavement, roadway obliteration, and site improvements.

The comprehensive bid schedule covers multiple divisions of work, including project requirements, earthwork, slope reinforcement, aggregate courses, asphalt pavements, rigid pavement, incidental construction, traffic control, and environmental design. Significant elements include removal of structures and obstructions, excavation, geosynthetics, culvert installations, traffic signage, pavement markings, electrical systems, roadside development, and environmental design features. The project includes both a base schedule and Option X, which provides some variations in quantities and specific work items. The project is located 15 miles north of Jackson, Wyoming in Teton County, and involves complex infrastructure improvements within a national park setting.

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Prelim Letter_Moose Wilson and Teton Park Rd.pdf PDF
Prelim Plans.pdf PDF

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WY NPS GRTE 2020(1) Moose Wilson Road Phase 2 and WY NP

GRTE 11(1), Teton Park Road – Moose To Taggart Lake Trailhead

69056726R000005

This work consists of reconstruction, utilities, grading, aggregate, asphalt pavement, minor concrete pavement, roadway obliteration, and site improvements.

Project length: 2.95 Miles

Tentative Fixed Completion Date: Winter 2027

Estimated Price Range: $20 million to $30 million

Location: 15 Miles North of Jackson, Wyoming. Teton County

DESCRIPTION OF WORK in US CUSTOMARY UNITS

FP-24

B as e S ch ed u le

O p ti o n X

DIVISION 150 – Project Requirements

152 Construction Survey & Staking (yes/no) Yes Yes

153 Contractor Quality Control and Assurance (yes/no) Yes

Yes

154 Contractor Sampling & Testing (yes/no) Yes Yes

155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes

Yes

157 Soil Erosion & Sediment Control (erosion control devices) Silt Fence Temporary Culvert Pipe (12-inch) Fiber Roll (Excelsior Fiber) Stabilized Construction Exit (Temporary) Stabilized Construction Exit (Temporary Construction Turnaround)

310 LNFT

30 LNFT

4,000 LNFT

1 EACH

1,970 LNFT

158 Watering for Dust Control LPSM LPSM

DIVISION 200 – Earthwork

201 Clearing & Grubbing 7.1 ACRE 1.5 ACRE e S ch ed ti o

203 Removal of Structures & Obstructions (structures, demolition) Removal of Bollard Removal of Delineator Removal of Gate Removal of Sign Removal of Curb, Log Removal of Fence Removal of Fence, Barbed Wire Removal of Fence, Chain Link Removal of Structure (Williams Residence) Removal of Structure (Wittmer Residence) Removal of Structure (Barker-Davis Residence) Removal of Structures and Obstructions (Fiber Roll) Removal of Pavement, Asphalt Removal of Structure (Williams Residence) Removal of Structure (Wittmer Residence) Removal of Structure (Barker-Davis Residence)

100 EACH

2 EACH

22 EACH

290 LNFT

1,000 LNFT

126 LNFT

1,400 LNFT

LPSM

LPSM

LPSM

LPSM

540 SQYD

1 EACH

2 EACH

6 EACH

204 Excavation & Embankment Roadway Excavation Subexcavation Unclassified Borrow Select Borrow Backfill, Granular Boulder (Roadside) Boulder (Medium) Boulder (Large) Boulder (Small)

10,175 CUYD

700 CUYD

8,676 CUYD

700 CUYD

40 CUYD

130 EACH

2000 CUYD

1450 CUYD

4 EACH

207 Earthwork Geosynthetics Separation-Stabilization Geotextile, Class 1, Type A (Non-Woven) Separation-Stabilization Geotextile, Class 1, Type C (Non-Woven)

41 SQYD

290 SQYD

208 Structure Excavation and Backfill for Selected Major Structures Dewatering (Upper Stewart Draw) Dewatering (Lower Stewart Draw)

LPSM

LPSM

211 Roadway Obliteration Roadway Obliteration, Method 1 Roadway Obliteration, Method 2

31,900 SQYD

17,840 SQYD

DIVISION 250 – Slope Reinforcement and Retaining Walls

251 Placed Riprap Class 1 Class 2 Class 3

50 CUYD

275 CUYD

16 CUYD

DIVISION 300 – Aggregate and Base Courses

302 Crushed Aggregate Roadway Aggregate, Method 2

4,260 CUYD 1650 CUYD

304 Full Depth Reclamation, Method 2, 4-inch Depth 6,100 SQYD e S ch ed ti o

313 Aggregate-Topsoil Course 130 SQYD 330 SQYD

DIVISION 400 – Asphalt Pavements & Surface Treatments

403 Asphalt Concrete Pavement, Type 1 5,335 TON 1,160 TON

412 Asphalt Tack Coat (asphalt surface treatment) 7.0 TON

DIVISION 500 – Rigid Pavement

501 Minor Concrete Pavement Minor Concrete Pavement, Reinforced, 6-inch Depth Minor Concrete Pavement, Reinforced, 9-inch Depth (colored, rustic brown) Minor Concrete Pavement, Reinforced, 9-inch Depth (colored, champagne)

305 SQYD

65 SQYD

180 SQYD

556 Bridge Railing, timber (box culverts) 58 LNFT

DIVISION 600 – Incidental Construction

601 Concrete, foundation, light pole 4 EACH

602 Culverts and Drains 18-inch Pipe Culvert (RCP with Critter Control) 24-inch Pipe Culvert End Section for 24-inch Pipe Culvert Precast Reinforced Concrete Box Culvert (Lower Stewart Draw AOP) Precast Reinforced Concrete Box Culvert (Upper Stewart Draw AOP)

480 LNFT

50 LNFT

2 EACH

32 LNFT

32 LNFT

604 Manholes, Inlets, and Catch Basins Catch Basin 4 EACH

609 Curb & Gutter Curb, Concrete, 12-inch Depth (Mountable) Curb, Concrete, 12-inch Depth (Vertical) Curb, Concrete, 12-inch Depth Curb, Log Curb and Gutter, Concrete, 12-inch Depth Curb and Gutter, Exposed Aggregate, 12-inch Depth

210 LNFT

1,400 LNFT

300 LNFT

60 LNFT

235 LNFT

1,050 LNFT

610 Sidewalks, Pads & Medians Sidewalk, Concrete Sidewalk, Exposed Aggregate Concrete (6-inch Depth) Sidewalk, Exposed Aggregate Concrete (4-inch Depth) Median, Concrete (Colored, Rustic Brown) Median, Concrete (Colored, Champagne) Median, Exposed Aggregate Concrete (River Rock Inlay) Detectable Warning Panels

10 SQYD

1,020 SQYD

150 SQYD

8 SQYD

80 SQYD

240 SQYD

450 SQYD

27 SQYD

611 Adjust Valve Box (and riser pipe) 3 EACH

618 Concrete Barrier 485 LNFT e S ch ed ti o

619 Fences, Gates, Cattle Guards and Bollard Fence, Rail (Wood) Gate, Metal, 24 Feet Width Gate, Metal, 28 Feet Width Remove and Reset Gate

2,530 LNFT

3 EACH

1EACH

622 Rental Equipment (yes/no) YES YES

623 General Labor (yes/no) YES NO

624 Placing conserved topsoil, 4-inch depth 39,057 SQYD 5,400 SQYD

628 Temporary Stream Diversion Temporary Stream Diversion (Upper Stewart Draw) Temporary Stream Diversion (Lower Stewart Draw)

LPSM

633 Permanent Traffic Control (traffic control devices) Sign System (Wayfinding) Sign System Sign System (Government-Furnished Sign) Object Marker, Type 3 Delineator Delineator, type snow pole, 10 feet (Metal) Delineator, type snow pole, 10 feet (Fiberglass) Remove and Reset Sign System Snow Pole Holder (Type 1 Metal Snow Pole) Snow Pole Holder (Type 2, Fiberglass Snow Pole)

24 EACH

33 EACH

8 EACH

110 EACH

25 EACH

26 EACH

4 EACH

65 EACH

45 EACH

65 EACH

45 EACH

634 Permanent Pavement Markings (traffic pavement markings) Pavement Markings, Type B, Solid Pavement Markings, Type B, Solid (24-inch White) Pavement Markings, Type B, dotted (4-inch White) Pavement Markings, Type D, Solid (White) Pavement Markings, Type D, Solid (Yellow) Pavement Markings, Type D Broken (White) Pavement Markings, Type D (White) Pavement Markings, Symbols (Type D, White) Pavement Markings, Symbols (Type H, Bike Symbol) Pavement Markings, Type D, Accessibility Symbol Pavement Markings, Type H (yield line, white) Pavement Markings, Type H, Straight Arrow

2,700 LNFT

1,200 LNFT

110 LNFT

40 SQFT

21 EACH

11,250 LNFT

255 LNFT

1,050 LNFT

5 EACH

635 Temporary Traffic Control Temporary Traffic Control (Temporary Bypass Road) Temporary Traffic Control, Barricade Type 1 (Gov’t Furnished Gate) Temporary Traffic Control, Barricade Type 2 Temporary Traffic Control, Barricade Type 3 Temporary Traffic Control, Tubular Marker, Type 28-inch Temporary Traffic Control, Tubular Marker, Type 42-inch Temporary Traffic Control, Drum Temporary Traffic Control, Portable Changeable Message Sign Temporary Traffic Control, Flagger Temporary Traffic Control, Pilot Car Temporary Traffic Control, Traffic Control Supervisor

3 EACH

18 EACH

200 EACH

100 EACH

4 EACH

2,080 HOUR

980 HOUR

330 DAY

50 EACH

25 EACH

2,980 HOUR

216 DAY

e S ch ed ti o

636 Traffic Signal, Traffic Counter, Lighting, & Electrical Systems System Installation, Lighting System Installation, Electrical (3rd Party Inspection) System Installation, Electrical (VMS Service H-Frame) System Installation, Electrical (100A NEMA Fused Disconnect) System Installation, Telephone Company Compensation (LVE) System Installation, Telephone Company Compensation (Silverstar) System Installation, Traffic Detector Wire Loop Conduit, 1-inch, PVC Conduit, 1-inch, Rigid Galvanized Steel Conduit, 2-inch, PVC Conduit, 2-inch, Rigid Galvanized Steel Conduit, 2 ½-inch, PVC Conduit, 2 ½-inch, Rigid Galvanized Steel Conduit, 4-inch, PVC Luminaire, Type A Luminaire, Type C Pole Pole (Government Furnished) Utility Box, Pullbox Utility Box, Junction Box

LPSM

CTSM

CTSM

12 EACH

50 LNFT

130 LNFT

2,500 LNFT

80 LNFT

35 LNFT

30 LNFT

325 LNFT

20 EACH

5 EACH

9 EACH

637 Facilities & Services (field offices, laboratories, & housing) Residential Housing 1,840 DAY

646 Roadside Development Fixture (Lidar Detection System) Fixture, Trash Receptacle (Bearsaver CE340) Fixture, Bench Fixture, Bicycle Storage Rack Fixture, Kiosk Fixture, Vault Toilet (Government Furnished) Fixture (CCTV Surveillance Camera System)

2 EACH

2 EACH

1 EACH

1 EACH

1 EACH

2 EACH

LPSM

647 Environmental Design Landscaping Log (Downed, Natural) Landscaping Log Fish Passage Boulder Streambed Material

50 EACH

88 EACH

30 EACH

180 CUYD

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