PROJECT_DESCRIPTION_Denali.pdf

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AK NPS DENA 10(44), Repave Denali Park Road MP 3. 4 to 14. 7, Phase II
Solicitation number
DTFH70-16-B-00025
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AK NPS DENA 10(44), Repave Denali Park Road MP 3.4 to 14.7, Phase II, Denali Borough, Alaska

The work consists of reclamation, paving, striping, signing, and other small items of work.

Project length:

Schedule A: 5.8 miles Schedule B: 8.1 miles Schedule C: 11.3 miles

Tentative Fixed Completion Date: Summer 2017 (Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)

Estimated Price Range:

Schedule A: Between $3 million and $5 million Schedule B: Between $5 million and $7 million Schedule C: Between $7 million and $10 million

Location: 125 miles SW of Fairbanks, Alaska.

DESCRIPTION OF WORK in US

CUSTOMARY UNITS

FP-14

Schedule A

Schedule B Schedule C

DIVISION 150 – Project Requirements

152 Construction Survey & Staking (yes/no) Yes Yes Yes 153 Contractor Quality Control and Assurance (yes/no) Yes Yes Yes 154 Contractor Sampling & Testing (yes/no) Yes Yes Yes 155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes Yes Yes 157 Soil Erosion & Sediment Control (erosion control devices) Silt Fence 200 lnft 200 lnft 300 lnft 157 157 Soil Erosion & Sediment Control (erosion control devices) Stabilized Construction Exit 1 1 1

DIVISION 300 – Aggregate and Base Courses 30202-2000 Roadway Aggregate, Method 2 1,700 tons 2,200 tons 2,900 tons 30604-0600 Full Depth Reclamation with Foamed Asphalt, 6-Inch Depth 71,000 syds 97,800 sqyd

134,800 sqyd

30611-0000 Cement 215 Tons 300 Tons 410 tons 30613-0000 Asphalt Binder (Grade PG 52-

28) 625 Tons 890 Tons 1230 tons DIVISION 400 – Asphalt Pavements & Surface Treatments 401 Asphalt Concrete Pavement By Gyratory Mix Design Method 13,800 Tons 19,700 Tons 27,300 Tons 405 Antistrip Additive, Type 3 138 Tons 195 Tons 275 tons 412 Asphalt Tack Coat 40 Tons 56 Tons 75 Tons

DIVISION 600 – Incidental Construction 622 Rental Equipment (yes/no) Yes Yes Yes 623 General Labor (yes/no) Yes Yes Yes 634 Pavement Markings Type B Solid Yellow 104,100 lnft 137,200 lnft 205,000 lnft 634 Pavement Markings Type B Broken Yellow 15,700 lnft 28,000 lnft 31,300 lnft 635 Temporary Traffic Control – Warning Light, Type A 8 each 8 each 8 each 635 Temporary Traffic Control - Drum 20 each 20 each 20 each 635 Temporary Traffic Control – Flagger 750 FXHR 880 fxhr 1130 fxhr 635 Temporary Traffic Control – Tubular Marker, Type 28-Inch 250 Each 250 each 250 each 635 Temporary Traffic Control – Pavement Markings 36,000 Lnft 60,000 lnft 114,000 lnft 635 Temporary Traffic Control - Construction Sign 380 Sqft 380 sqft 380 sqft 635 Temporary Traffic Control – Portable Changeable Message Sign 35 Day 50 day 54 day

635 Temporary Traffic Control – Pilot Car 380 hour 450 hour 570 hour 635 Temporary Traffic Control – Supervisor 22 Day 50 day 54 day 637 Facilities & Services (Vehicle) 3 Each 3 each 3 each 637 Facilities & Services (resident housing) 3 Each 3 each 3 each

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