PROJECT DESCRIPTION ID NEZPR 117 2019-1(1).pdf
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- Solicitation number
- 69056723B000004
About this file
This document contains a project description for a federal transportation contract opportunity with the Department of Transportation Federal Highway Administration. The project consists of grading, rock embankment, reinforced soil slopes, aggregate surfacing, retaining walls, and drainage work along 0.33 miles of roadway 10-20 miles east of Kamiah, Idaho. The work includes 1.1 acres of clearing and grubbing, 2,600 cubic yards of roadway excavation, 143 cubic yards of foundation fill, 17 cubic yards of class 2 riprap, 700 cubic yards of special rock embankment, 723 square feet of welded wire face mechanically stabilized earth walls, 5,500 square feet of welded wire face reinforced soil slopes with 3,260 cubic yards of select granular backfill, 1,168 tons of minor crushed aggregate roadway, 80 linear feet of 24-inch pipe culvert, 41 linear feet of 36-inch pipe culvert, and 63 linear feet of 98-inch arch or elliptical culvert. The estimated price range for the project is $2-3 million and the tentative completion date is fall 2024.
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| id-ef1901101_Pre-Ad_Plans.pdf | ||
| Prelim Letter_Nez-Perce Clearwater 2019 Repairs.pdf |
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Text version
ID ERFO NEZPR 117 2019-1(1), Nez Perce-Clearwater 2019 Repairs
Bighorn, MT.
This work consists of grading, rock embankment, reinforced soil slopes, aggregate surfacing, retaining walls, drainage.
Project length: 0.33 Miles
Tentative Fixed Completion Date: Fall, 2024
(Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)
Estimated Price Range: $2 million to $3 million
Location: 10-20 Miles E of Kamiah.
DESCRIPTION OF WORK in US CUSTOMARY UNITS FP-14
O n e S ch ed u le
S ch
N am e
_A
DIVISION 150 – Project Requirements
152 Construction Survey & Staking (yes/no) Yes
153 Contractor Quality Control and Assurance (yes/no) Yes
154 Contractor Sampling & Testing (yes/no) Yes
155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes
157 Soil Erosion & Sediment Control (erosion control devices) LPSM
DIVISION 200 – Earthwork
201 Clearing & Grubbing 1.1 (ACRE)
204 Excavation & Embankment Roadway Excavation 2,600 (CUYD) Foundation Fill 143 (CUYD)
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Riprap Class 2, 17 (CUYD)
252 Rockery, Special Rock Embankment, and Rock Buttress Special Rock Embankment 700 (CUYD)
255 Mechanically Stabilized Earth Walls (retaining walls) Welded Wire Face 723 (SQFT)
257 Contactor-Designed Retaining Walls (contractor completed designs) LPSM
261 Reinforced Soil Slopes Welded Wire Face 5,500 (SQFT) Select Granular Backfill 3,260 (CUYD)
DIVISION 300 – Aggregate and Base Courses
302 Minor Crushed Aggregate Roadway Aggregate 1,168 (TON)
O n e S ch ed u le
S ch
N am e
_A
DIVISION 600 – Incidental Construction
602 Culverts & Drains (indicate one or both) 24-Inch Pipe Culvert 80 (LNFT) 36-Inch Pipe Culvert 41 (LNFT)
98-Inch Arch or Elliptical Culvert 63 (LNFT)
605 Underdrains, Sheet Drains & Pavement Edge Drains (culverts & drains) (indicate which)
622 Rental Equipment (yes/no) Yes
623 General Labor (yes/no) Yes
624 Topsoil (landscaping & related items) Conserve Topsoil, 4-inch Depth 1.1 (ACRE)
625 Turf Establishment (indicate seeding or mulching separately) 1.1 (ACRE)
635 Temporary Traffic Control – Flagger LPSM
635 Temporary Traffic Control – Construction Sign LPSM
635 Temporary Traffic Control – Barricades LPSM
File details come from the government source that posted it. Updated .