Project Description_WA NP MORA 123(2).pdf

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WA NP MORA 123(2) SR-123: Laughingwater Creek Bridge to Panther Creek Bridge
Solicitation number
69056723B000008
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This document provides a project description for a federal highway construction contract. The project involves paving, drainage, resurfacing, grading, signage, and erosion control work along 2.79 miles of State Route 123 between Laughingwater Creek Bridge and Panther Creek Bridge near Packwood, Washington. The estimated price range for the work is between $7 million and $10 million, with a tentative completion date of fall/winter 2024/2025. The project description includes a line item schedule specifying various construction requirements and materials quantities such as surveying, quality control, soil erosion measures, aggregate base courses, asphalt paving, culverts, drainage structures, signs, pavement markings, temporary traffic control, and mitigation work. The related federal contract opportunity lists the solicitation number and name as matching the project description, identifying it as a pre-solicitation notice from the Department of Transportation Federal Highway Administration.

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Other files

File Type Posted
Prelim Letter_WA NP MORA 123(2) Updated.pdf PDF
QA_08-24-2023.pdf PDF
SR-123_Prelim Letter_2023-7-13.pdf PDF
mora 12302_plans_PreAd.pdf PDF

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WA NP MORA 123(2) SR-123: Laughingwater Creek Bridge to Panther Creek Bridge

This work consists of: Paving, drainage, resurfacing, grading, signage and striping, and erosion control/protection.

Project Location: NE of Packwood, WA

Project Length: 2.79 Miles

Estimated Price Range: Between $7 and $10 Million

Tentative Fixed Completion Date: Fall/Winter 2024/2025

(Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)

O n e S ch ed u le

S ch

N am e

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) Select

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

157 Soil Erosion & Sediment Control Silt Fence 1150 LNFT

157 Soil Erosion & Sediment Control Fiber Roll 33,400 LN FT

157 Soil Erosion & Sediment Control Temporary Diversion Berm 200 LNFT

157 Soil Erosion & Sediment Control Check Dam (Fiber Roll) 70 EACH

157 Soil Erosion & Sediment Control, Inlet Protection Type A 2 EACH

158 Watering for Dust Control LPSM

DIVISION 200 – Earthwork

201 Clearing & Grubbing 3900 SQ YD

203 Removal of Pipe Culvert 1 EACH

203 Removal of Sign/Marker 29 EACH

203 Removal of Paved Waterway, Stone 75 SQ YD

203 Removal of Stone Masonry 40 SQ YD

204 Roadway Excavation 15,000 CU YD

204 Subexcavation 9,600 CU YD e S ch ed

N

204 Select Borrow 9,600 CU YD

204 Conserve and Stockpile Topsoil 700 CU YD

207 Seperation-Stablization Geotextile Class 1 Type A 120 SQ YD

207 Seperation-Stablization Geotextile Class 1 Type D 3700 SQ YD

207 Seperation-Stablization Geotextile Class 1 Type E 500 SQ YD

207 Geogrid, Stabilization 28,300 SQ YD

208 Dewatering LPSM

DIVISION 300 – Aggregate and Base Courses

303 Ditch Reconditioning 14,600 LNFT

308 Recycled Aggregate Base 14,500 TON

DIVISION 400 – Asphalt Pavements & Surface Treatments

401 Asphalt Concrete Pavement By Gyratory Mix Design Method 10,000 TON

411 Asphalt Prime Coat (asphalt surface treatment) 10 TON

411 Blotter 180 TON

412 Asphalt Tack Coat (asphalt surface treatment) 20 TON

DIVISION 550 – Bridge Construction

575 Minor Bridge Work (Thin Epoxy Overlay) LPSM

DIVISION 600 – Incidental Construction

602 24-Inch Pipe Culvert 340 LN FT

602 End Section for 24-inch Pipe Culvert 7 EACH

602 4-feet span, 4 feet rise Precast Reinforced Concrete Box Culvert 54 LN FT

602 9-feet span, 9 feet rise Precast Reinforced Concrete Box Culvert 54 LN FT

605 Underdrains, Sheet Drains & Pavement Edge Drains (culverts & drains) (indicate which) 5310 LN FT

607 Cleaning, Relaying, & Repairing Existing Drainage Structures 4 EACH

620 Class B Masonry, Rock Face Finish (Government Furnished Stone) 110 SQ YD e S ch ed

N

620 Stone Masonry, Headwall for 24-inch Pipe Culvert (Government Furnished Stone) 7 EACH

622 Rental Equipment (yes/no) Yes

623 General Labor (yes/no) Yes

624 Topsoil (landscaping & related items) 4000 SQ YD

629 Rolled Erosion Control Products & Cellular Confinement Systems (turf establishment) 2500 SQ YD

633 Sign System 130 SQ FT

633 Object Marker Type 3 8 EACH

633 Remove and Reset Sign 2 EACH

634 Permanent Pavement Markings, Type B, Solid 135,000 LN FT

634 Permanent Pavement Markings, Symbols 1 EACH

635 Temporary Traffic Control – Barricade Type 3 6 EACH

635 Temporary Traffic Control – Tubular Marker 50 EACH

635 Temporary Traffic Control – Portable Changeable Message Signs 2 EACH

635 Temporary Traffic Control – Construction Sign 690 SQ FT

635 Temporary Traffic Control – Flagger 520 DAY

635 Temporary Traffic Control – Traffic Control Supervisor 260 DAY

636 System Installation, Traffic Detector System LPSM

637 Field Office 1 EACH

647 Mitigation, Streambed Channel Reconstruction 200 CU YD

File details come from the government source that posted it. Updated .