PROJECT DESCRIPTION_Kwethluk.pdf
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- Solicitation number
- DTFH70-11-B-00015
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AK DEN 2009(17), Kwethluk-Jay Hammond Road Repairs, Bethel County, Kwethluk, Alaska.
The work consists of grading, culvert replacement, base aggregate surfacing and stabilization for dust control.
Project length: 0.87 miles
Tentative Fixed Completion Date: August 30, 2012. (Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)
Estimated Price Range: $2 million to $3 million
Location: Kwethluk, Alaska, which is 12 air miles northeast of Bethel, Alaska.
DESCRIPTION OF WORK in US CUSTOMARY UNITS
DIVISION 150 – Project Requirements 152 Construction Survey & Staking X YES NO 153 Contractor Quality Control and Assurance X YES NO 154 Contractor Sampling & Testing X YES NO 155 Schedules for Construction Contracts (construction schedules) X YES NO 157 Soil Erosion Control Devices (erosion control devices)
Silt Fence Sediment Wattle
1,400 lnft 1,260 lnft
158 Watering for Dust Control 105 mgal
DIVISION 200 – Earthwork 201 Clearing & Grubbing 1.1 acre 203 Removal of Structures & Obstructions (structures, demolition)
Removal of Pipe Culvert Removal of Sign
10 each 1 each
204 Excavation & Embankment Roadway Excavation
Subexcavation Select Borrow
2,200 cuyd 80 cuyd 2,600 cuyd
207 Earthwork Geotextiles Earthwork Geotextile, Type I-A
Geogrid, Biaxial 21,900 sqyd 2,590 sqyd
DIVISION 250 - Slope Reinforcement and Retaining Walls 253 Gabions & Revet Mattresses 1,800 sqft 255 Mechanically Stabilized Earth Walls (retaining walls)
Select Granular Backfill 191 cuyd
DIVISION 300 – Aggregate Courses 304 Calcium Chloride Aggregate Stabilization, Imported Surface
Course Aggregate 3,500 ton 306 Dust Palliative (crushed aggregate)
Calcium Chloride 80 ton
308 Minor Crushed Aggregate (crushed aggregate)
Roadway Aggregate, Method 2 6,623 ton
DIVISION 550 – Bridge Construction 557 Timber Structures (structures, timber)
Structural Timber and Lumber, Treated, Pedestrian Bridge 18 lnft
DIVISION 600 – Incidental Construction 602 Culverts & Drains (indicate one or both)
18-Inch Pipe Culvert 24-Inch Pipe Culvert 96- Inch Pipe Culvert
End Section for 18-Inch Pipe Culvert End Section for 24-Inch Pipe Culvert
400 lnft 170 lnft 184 lnft 16 each 8 each
605 Underdrains, Sheet Drains & Pavement Edge Drains (culverts & drains) (indicate which)
Standard Underdrain System Granular Backfill
207 lnft 113 cuyd
622 Rental Equipment
40 Hours
40 Hours
40 Hours
Dump Truck, 10 cuyd Minimum Capacity
Backhoe Loader , 1 cuyd Minimum Capacity Frontend Bucket, 10 cuft
Minimum Capacity Backhoe Bucket, 90hp Minimum Flywheel
Motor Grader, 8 foot minimum blade 623 General Labor 100 Hours 625 Turf Establishment (indicate seeding or mulching separately) 1.3 acres 633 Permanent Traffic Control Devices (traffic control devices)
Sign System Remove and Reset Sign
86 sqft 1 each
635 Temporary Traffic Control Barricade, Type 3
Tubular Marker, Type 42-inch Drum
Warning Light Type A Warning Light Type C
Construction Sign Flagger
2 each 20 each 20 each 10 each 20 each 50 sqft 1,200 Hours
636 Signal, Lighting, & Electrical Systems Luminaire 1 each
637 Facilities & Services (field offices, laboratories, & housing) Vehicle 2 each
| The work consists of grading, culvert replacement, base aggregate surfacing and stabilization for dust control. |
| DIVISION 150 – Project Requirements |
| DIVISION 550 – Bridge Construction |
| DIVISION 600 – Incidental Construction |
File details come from the government source that posted it. Updated .