PROJECT DESCRIPTION_WY NPS GRTE 2020(1) and WY NP GRTE 11(1).pdf
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- Solicitation number
- 69056726R000005
About this file
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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Other files
| File | Type | Posted |
|---|---|---|
| Prelim Letter_Moose Wilson and Teton Park Rd.pdf | ||
| Prelim Plans.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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