PROJECT_DESCRIPTION_Umpqua_Repairs_2016.pdf

OR FS ERFO 2016(1)-15(3), Umpqua Repairs 2016 in Jackson and Josephine Counties, Oregon.

The work consists of Reinforced soil slopes, special rock embankments, aggregate base, and paving and other small items of work.

Project length: 1.5 Miles

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

Estimated Price Range: $1 million to $2 million

Location: 20 miles around the area of Grants Pass Oregon.

DESCRIPTION OF WORK in US CUSTOMARY UNITS

FP-14

ITEM SCHEDULE A

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 (erosion control devices)

15702-1000 - SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL; LPSM

15705-0100 - SOIL EROSION CONTROL, SILT FENCE; 700 LNFT

15705-1400 – SOIL EROSION CONTROL, FIBER ROLL; 2,600 LNFT

15705-1800 – SOIL EROSION CONTROL, TEMPORARY DIVERSION

BERM; 25 FT

158 Watering for Dust Control 15802-0000 – WATERING FOR DUST CONTROL 0.5 MGAL; LPSM DIVISION 200 – Earthwork

202 Additional Clearing & Grubbing (clearing & grubbing) 20220-1000 – REMOVAL, INDIVIDUAL TREE; 12 EACH

203 Removal of Structures & Obstructions (structures, demolition)

20301-1900 – REMOVAL OF PIPE CULVERT; 2 EACH

20301-2600 - REMOVAL OF STRUCTURAL PLATE PIPE; 1 EACH

204 Excavation & Embankment 20401-0000 – ROADWAY EXCAVATION; 4,280 CUYD

20420-0000 – EMBANKMENT CONSTRUCTION; 4,188 CUYD

20421-0000 – ROCK EXCAVATION; 35 CUYD

207 Earthwork Geosynthetics 20702-0100 – GEOTEXTILE FILTER, CLASS 1, TYPE A(NON-

WOVEN); 800 SQYD

20720-0100 – REINFORCEMENT GEOSYNTHETIC, TYPE 1; 300

SQYD

DIVISION 250 – Slope Reinforcement and Retaining Walls 251 Riprap 25105-0300 – KEYED RIPRAP, METHOD A, CLASS 3; 2,022 CUYD 252 Rockery, Special Rock Embankment, and Rock Buttress

25201-1000 – SPECIAL ROCK EMBANKMENT, MECHANICALLY-

PLACED; 1,975 CUYD

253 Gabions & Revet Mattresses 25301-0000 – GABIONS; 501 SQFT

ITEM SCHEDULE A

255 Mechanically Stabilized Earth Walls (retaining walls)

25501-1000 – MECHANICALLY STABILIZED EARTH WALL,

WELDED WIRE FACE; 712 SQFT

DIVISION 300 – Aggregate and Base Courses 302 Minor Crushed Aggregate 30201-2000 – ROADWAY AGGREGATE, METHOD 2; 1,600 CUYD 303 Road Reconditioning 30302-1000 – DITCH RECONDITIONING;480 LNFT

DIVISION 550 – Bridge Construction 552 Structural Concrete (concrete – major structures) 55201-0200 – STRUCTURAL CONCRETE, CLASS A (AE); 140 CUYD

DIVISION 600 – Incidental Construction 601 Minor Concrete Structures (concrete – minor structures) 60103-0000 – CONCRETE, HEADWALL; 2 EACH

602 Culverts & Drains (indicate one or both) 60201-0600 – 18-INCH PIPE CULVERT; 45 LNFT

60201-0800 – 24-INCH PIPE CULVERT; 45 LNFT

60201-1000 – 36-INCH PIPE CULVERT; 65 LNFT

603 Structural Plate Structures (culverts & drains) 60302-0000 – STRUCTURAL PLATE PIPE-ARCH (24-FOOT SPAN, 12-FOOT RISE); 80 LNFT

605 Underdrains, Sheet Drains & Pavement Edge Drains (culverts & drains) (indicate which) 60501-0000 – STANDARD UNDERDRAIN SYSTEM; 200 LNFT

606 Corrugated Metal Spillways 60602-0700 – PIPE ANCHOR ASSEMBLY, 24-INCH; 1 EACH 607 Cleaning, Relaying, & Repairing Existing Drainage Structures 60704-0000 – CLEANING CULVERT IN PLACE; 2 EACH

622 Rental Equipment Yes 623 General Labor Yes 624 Topsoil (landscaping & related items) 62401-0200 – FURNISHG AND PLACING TOPSOIL, 3-INCH DEPTH;

1,800 SQYD

629 Rolled Erosion Control Products & Cellular Confinement Systems (turf establishment) 26901-0000 – ROLLED EROSION CONTROL PRODUCT; 300 SQYD

633 Permanent Traffic Control (traffic control devices) 63308-2000 – OBJECT MARKER, TYPE 2; 6 EACH

635 Temporary Traffic Control 63502-0600 - TEMPORARY TRAFFIC CONTROL, BARICADE TYPE 3;

32 EACH

63504-1000 - TEMPORARY TRAFFIC CONTROL, CONSTRUCTION

SIGN; 544 SQFT