PROJECT_DESCRIPTION.pdf

MT PRA GLAC 10(30), West Entrance to Avalanche Creek Bridge, Phase X, Glacier National Park, Flathead County, Montana.

This project consists of reconstruction, subexcavation, overlay, pullout rehabilitation, culvert replacement

PROJECT LENGTH: 15.5 miles.

TENTATIVE COMPLETION DATE: Spring, 2018 (Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)

ESTIMATED PRICE RANGE: Between $7,000,000 and $10,000,000

LOCATION: .32 miles Northwest of West Glacier, Montana

DESCRIPTION OF WORK in US CUSTOMARY UNITS

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DIVISION 150 – Project Requirements 151 MOBILIZATION (yes/no) Yes

152 CONSTRUCTION SURVEY AND

STAKING (yes/no) Yes 154 CONTRACTOR TESTING (yes/no) Yes 155 CONSTRUCTION SCHEDULE (yes/no) Yes 157 SOIL EROSION CONTROL Yes 158 WATERING FOR DUST CONTROL Yes

DIVISION 200 –

Earthwork

201 CLEARING AND GRUBBING 0.8 ACRE

203 REMOVAL OF WHEELSTOP 17 EACH

REMOVAL OF CURB 1,739 LNFT

REMOVAL OF FENCE(LOG RAIL) 1,314 LNFT

REMOVAL OF PAVEMENT, ASPHALT 5,125 SQYD

REMOVAL OF SIDEWALK, ASPHALT 1,583 SQYD

204 ROADWAY EXCAVATION 21,816 CUYD

UNCLASSIFIED BORROW 183 CUYD

SELECT BORROW 7,111 CUYD

207 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C 700 SQYD

SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 2, TYPE B 28,117 SQYD

GEOGRID, STABILIZATION 13,085 SQYD

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DIVISION 250 – Slope Reinforcement and Retaining Walls

251 PLACED RIPRAP, METHOD A,

CLASS 1 8,724 CUYD

PLACED RIPRAP, METHOD A,

CLASS 4 506 CUYD

BOULDER 186 EACH

REMOVE AND RESET BOULDER 7 EACH

252 ROCKERY 1,450 SQFT

DIVISION 300 – Aggregate and Base Courses

301 AGGREGATE SURFACE COURSE,

6-INCH DEPTH(GOVERNMENT

FURNISHED)

323 SQYD

302 ROADWAY AGGREGATE, METHOD 2 9,327 TON

303 DITCH RECONDITIONING(REMOVE

AGGREGATE TURNOUT) 250 LNFT

313 AGGREGATE-TOPSOIL COURSE 806 TON

DIVISION 400 – Asphalt Pavements & Surface Treatments

401 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL 9,888 TON

ANTISTRIP ADDITIVE, TYPE 3 79 TON

412 TACK COAT 24 TON

414 CRACKS, CLEANING AND SEALING 10,797 LNFT

DIVISION 500 – Rigid Pavement

502 SEALING JOINTS AND CRACKS 620 LNFT

DIVISION 600 – Incidental Construction

602 4 FEET SPAN, 4 FEET RISE

REINFORCED CONCRETE BOX

CULVERT, SINGLE BARREL) 136 LNFT

605 STANDARD UNDERDRAIN SYSTEM 500 LNFT

607 REPAIRING DRAINAGE

STRUCTURE(SPRAGUE CREEK) 1 LPSM

REPAIRING DRAINAGE

STRUCTURE(JACKSON CREEK) 1 LPSM

609 CURB, CONCRETE(LOG PATTERN) 1,818 LNFT

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WHEELSTOP, CONCRETE(LOG

PATTERN) 17 EACH

RESET WHEELSTOP 5 EACH

615 SIDEWALK, ASPHALT(2"

COMPACTED DEPTH) 1,583 SQYD

619 FENCE(LOG RAIL) 1,689 LNFT

BOLLARD POST 5 EACH

BOLLARD POST(REMOVE) 5 EACH

620 STONE MASONRY(STEPS 4'L x 1.5'W x 6"H) 20 CUYD

STONE MASONRY(VENEER) 1 LPSM

STONE MASONRY WALL(HEADWALL) 60 SQYD

REMOVE AND RESET STONE

MASONRY(HEADWALL REPAIR) 55 SQYD

REPOINT STONE

MASONRY(HEADWALL) 2,476 SQFT

622 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY 250 HOUR

WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY 100 HOUR

COMPACTOR 50 HOUR

HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD

MINIMUM CAPACITY WITH THUMB

ATTACHMENT 250 HOUR

CHAIN SAW 75 HOUR

623 GENERAL LABOR 500 HOUR

625 TURF ESTABLISHMENT

.8 ACRE

633 REMOVE AND RESET SIGN 3 EACH

SNOW POLE HOLDER(REMOVE AND

RESET) 44 EACH

634 PAVEMENT MARKINGS, TYPE B,

SOLID(WHITE) 5,611 LNFT

PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL 6 EACH

635 TEMPORARY TRAFFIC CONTROL 1 LPSM

636 UTILITY BOX, CONCRETE 2 EACH

UTILITY TRENCH 39,919 LNFT

UTILITY TRENCH(MP 5.5) 660 LNFT

646 FIXTURE, WAYSIDE EXHIBIT(PAD

TYPE 1) 3 EACH

FIXTURE, WAYSIDE EXHIBIT(PAD

TYPE 2) 3 EACH

FIXTURE, WAYSIDE

EXHIBIT(REMOVE PAD) 3 EACH