FBO posting.pdf
PDF 187 KB Posted
- Solicitation number
- 69056720B000017
About this file
This document outlines the requirements for a federal construction contract to build a 2.3 mile multi-use trail in Idaho and Wyoming. The project includes constructing an asphalt bicycle and pedestrian pathway alongside two highways, replacing an existing bridge over Moose Creek, and installing two concrete underpasses. Earthwork, slope reinforcement, aggregate base courses, asphalt paving, bridge construction, culverts, guardrails, signage, and temporary traffic control are among the work items listed. The estimated price range provided is between $3 million and $5 million, with a tentative fixed completion date of July 2022. The related federal contract opportunity posting specifies this is a pre-solicitation for Solicitation Number 69056720B000017 to construct the ID DOT T 33(1)/ Idaho Centennial Trail and WY DOT 22(1)/ Wyoming Teton Pass Centennial Trail project being administered by the Department of Transportation Federal Highway Administration.
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Other files
| File | Type | Posted |
|---|---|---|
| Preliminary-Letter-Centennial Trail.pdf | ||
| ID DOT T 33(1)_PreAdPlan.pdf |
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Text version
ID DOT T 33(1)/ Idaho Centennial Trail; and, WY DOT 22(1)/ Wyoming Teton Pass Centennial Trail
The work consists of Construction of a 2.3 mile, 10’ wide asphalt bicycle and pedestrian pathway alongside Highway 33 (ID) and Highway 22 (WY), between Moose Creek and Trail Creek Campground. The project includes replacement of the existing bridge across Moose Creek and installation of two concrete underpasses.
Project length: 2.3 Miles
Tentative Fixed Completion Date: July 2022 (Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)
Estimated Price Range: between $3,000,000 and $5,000,000
Location: 5 Miles E of Victor, ID
DESCRIPTION OF WORK in US CUSTOMARY UNITS
FP-14
On e S ch ed ul e
DIVISION 150 – Project Requirements
152 CONSTRUCTION SURVEY AND
STAKING (yes/no) Yes
153 CONTRACTOR QUALITY CONTROL AND
ASSURANCE (yes/no) Yes
154 CONTRACTOR SAMPLING AND
TESTING (yes/no) Yes 155 CONSTRUCTION SCHEDULE (yes/no) Yes
157 SOIL EROSION CONTROL 1 LPSM
DIVISION 200 – Earthwork
201 CLEARING AND GRUBBING 65,700
SQYD
203 REMOVAL OF GUARDRAIL 75 LNFT
203 REMOVAL OF BRIDGE 1 LPSM
On e S ch ed ul e
203 SAWCUTTING PAVEMENT 200 LNFT
204 SELECT BORROW 120 TON
204 EMBANKMENT CONSTRUCTION 13,500
CUYD
204 BACKFILL, GRANULAR 60 CUYD
204 CONSERVE AND STOCKPILE TOPSOIL 7,000 CUYD
207 SEPARATION-STABILIZATION
GEOTEXTILE, CLASS 1, TYPE A 140 SQYD
207 REINFORCEMENT GEOSYNTHETIC,
TYPE 3 500 SQYD
208 STRUCTURE EXCAVATION(BRIDGE) 100 CUYD
208 SHORING AND BRACING(TEMPORARY) 1 LPSM
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 PLACED RIPRAP, METHOD B, CLASS 2 40 CUYD
255 MECHANICALLY STABILIZED EARTH
WALL, WELDED WIRE FACE 12,255 SQFT
257 CONTRACTOR FURNISHED
MECHANICALLY STABILIZED EARTH WALL
DESIGN
1 LPSM
257 CONTRACTOR FURNISHED SOIL NAIL
RETAINING WALL DESIGN
1 LPSM
259 SOIL NAIL RETAINING WALL 2,740 SQFT
DIVISION 300 – Aggregate and Base Courses
302 ROADWAY AGGREGATE, METHOD 2 8,700 TON
DIVISION 400 – Asphalt Pavements and Surface Treatments
403 ASPHALT CONCRETE PAVEMENT,
TYPE 1 3,100 TON
412 TACK COAT(GRADE CSS-1, CSS-1H,
SS-1, or SS-1H) 1,800 GAL
DIVISION 550 – Bridge Construction
552 STRUCTURAL CONCRETE, CLASS A
(AE) 40 CUYD
553 PRECAST, PRESTRESSED CONCRETE
SLABS, 48-INCH VOIDED(21-INCH DEPTH) 247 LNFT
554 REINFORCING STEEL 5,000 LB
554 REINFORCING STEEL, EPOXY COATED 2,000 LB
556 BRIDGE RAILING, STEEL, TWO RAIL 102 LNFT
559 MEMBRANE WATERPROOFING 101 SQYD
564 BEARING DEVICE, ELASTOMERIC 2 EACH
DIVISION 600 – Incidental Construction
602 12-INCH PIPE CULVERT 450 LNFT
602 18-INCH PIPE CULVERT 70 LNFT
602 24-INCH PIPE CULVERT 300 LNFT
602 END SECTION FOR 12-INCH PIPE
CULVERT 4 EACH
602 END SECTION FOR 18-INCH PIPE
CULVERT 1 EACH
602 END SECTION FOR 24-INCH PIPE
CULVERT 9 EACH
602 8 FEET SPAN, 8 FEET RISE PRECAST
REINFORCED CONCRETE BOX CULVERT 96 LNFT
604 INLET 11 EACH
607 CLEANING CULVERTS IN PLACE 200 LNFT
609 WHEELSTOP, CONCRETE 24 EACH
617 GUARDRAIL SYSTEM G4, TYPE 4,
CLASS B WOOD POSTS 1,100 LNFT
617 TERMINAL SECTION 6 EACH
617 STRUCTURE TRANSITION RAILING 41 LNFT
619 BOLLARD POST 3 EACH
624 PLACING CONSERVED TOPSOIL, 6-
INCH DEPTH
27,600
SQYD
625 SEEDING, HYDRAULIC METHOD 44,000
SQYD
625 MULCHING, HYDRAULIC METHOD,
BONDED FIBER MATRIX
44,000
SQYD
633 SIGN SYSTEM 5 EACH
634 PAVEMENT MARKINGS 1,400 LNFT
634 PAVEMENT MARKINGS, SYMBOLS 5 EACH
635 TEMPORARY TRAFFIC CONTROL 100% LPSM
636 RELOCATE ELECTRICAL LINE 100% LPSM
646 FIXTURE, PEDESTRIAN RAILING 1,120 LNFT
| DIVISION 200 – Earthwork |
| DIVISION 250 – Slope Reinforcement and Retaining Walls |
| DIVISION 300 – Aggregate and Base Courses |
| DIVISION 400 – Asphalt Pavements and Surface Treatments |
| 403 ASPHALT CONCRETE PAVEMENT, TYPE 1 |
| 412 TACK COAT(GRADE CSS-1, CSS-1H, SS-1, or SS-1H) |
| DIVISION 550 – Bridge Construction |
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