PROJECT_DESCRIPTION_Chickaloon_revised.pdf

AK DOT 135(5), Glenn Highway Rehabilitation West Chickaloon Grade Section: MP 77.4 – 78.2, Matanuska Susitna Borough, Alaska

The work consists of grading, base, paving, safety features, minor bridge work, and other small items of work.

The minor bridge work consists of removing the existing light-weight concrete deck wedge, installing transition rail, and applying a waterproofing membrane followed by a 4-Inch asphalt overlay on the bridge deck.

Project length: 0.82 miles

Tentative Fixed Completion Date: Fall 2019 (Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)

Tentative Advertisement Date: Spring 2016

Estimated Price Range: Between $15 million and $20 million

Location: Approximately 30 miles NE of Palmer, AK

DESCRIPTION OF WORK in US CUSTOMARY UNITS

FP-14

Schedule Name Base

DIVISION 150 – Project Requirements 152 Construction Survey & Staking Yes 153 Contractor Quality Control and Assurance Yes 154 Contractor Sampling & Testing Yes 155 Schedules for Construction Contracts (construction schedules) Yes 157 Soil Erosion & Sediment Control, Temporary Turf Establishment, ACRE 17.2

157 SOIL EROSION CONTROL, SILT FENCE, LNFT 16,000

157 SOIL EROSION CONTROL, FIBER ROLL, LNFT 12,000

157 STORM WATER POLLUTION PREVENTION PLAN, LPSM

Yes 157 STORM WATER POLLUTION PREVENTION PLAN, INSPECTION, LPSM Yes 158 Watering for Dust Control, MGAL 100

DIVISION 200 – Earthwork 201 Clearing & Grubbing, ACRE 18 203 Removal of Delineator, EACH 69 203 Removal of Sign, EACH 5 203 Removal of Guardrail, LNFT 2,573 204 Roadway Excavation 700,000 204 Select Borrow 32,000 205 Rock Blasting (subsidiary to Roadway Excavation)

Base

205 Blasting Consultant (Subsidiary to Roadway Excavation if necessary) (yes/no) Yes 207 Separation-Stabilization Geotextile, Class 2, Type B, SQYD 1,100 208 Structure Excavation, CUYD 140 211 Roadway Obliteration, Method 2, SQYD 7,040

DIVISION 250 – Slope Reinforcement and Retaining Walls 251 Riprap Ditch, Method A, Class 2, LNFT 705

DIVISION 300 – Aggregate and Base Courses 302 Roadway Aggregate, Method 2, TON 9,000 303 Ditch Reconditioning, LNFT 1,000

DIVISION 400 – Asphalt Pavements & Surface Treatments 403 Asphalt Concrete Pavement, Type 1, TON 5,600 412 Asphalt Tack Coat, TON 23

DIVISION 550 – Bridge Construction 559 Membrane Waterproofing, SQYD 1,890 560 Removal of concrete by hydrodemolition, SQYD 1,150 DIVISION 600 – Incidental Construction

617 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL OR WOOD POSTS, LNFT 2,000

617 GUARDRAIL SYSTEM CRG, TYPE 2, CLASS A, LNFT 82

617 TERMINAL SECTION, TYPE G4-CRT, EACH 2

617 TERMINAL SECTION TYPE TANGENT, EACH 5

617 TERMINAL SECTION, TYPE LST, EACH 3

617 STRUCTURE TRANSITION RAILING, LNFT 99

622 Rental Equipment (yes/no) Yes 623 General Labor (yes/no) Yes 624 Placing Conserved Topsoil, 4-inch depth, ACRE 10 625 Turf Establishment, ACRE 10 633 Permanent Traffic Control, Sign System, SQFT 80 633 Permanent Traffic Control, Remove and Reset, EACH 18 634 Permanent Pavement Markings, MMA Solid White, LNFT 10,000 634 Permanent Pavement Markings, MMA Broken Double Yellow, LNFT 1,200 634 Permanent Pavement Markings, MMA Solid and Broken Double Yellow, LNFT 1,350 634 Permanent Pavement Markings, MMA Solid Double Yellow, LNFT 2,600 634 Permanent Pavement Markings, MMA Stop Bar, LNFT 60 635 Temporary Traffic Control, Traffic Control Supervisor, LPSM All 635 Temporary Traffic Control, Cone, EACH 135 635 Temporary Traffic Control, Warning Light Type B, EACH 3 635 Temporary Traffic Control, Concrete Barrier, LNFT 7,000

Base

635 Temporary Traffic Control, Pavement Markings, LNFT 10,000 635 Temporary Traffic Control, Construction Sign, SQFT 250 635 Temporary Traffic Control, Pilot Car, DAY 100 635 Temporary Traffic Control, Flagger, FXHR 18,000 646 Fixture, Mailbox, EACH 3