A003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A003 01/18/2017 N/A See Block 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X DTFH70-16-B-00019

9B. DATED (SEE ITEM 11)

11/29/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

( ) is extended, ( x )is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A D OTHER (Specify type of modification and authority)

N/A E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

OR DOT CRGNSA 100(1) Historic Columbia River Highway State Trail, OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct, & OR HOODRIVER 18(1), Wyeth Trailhead

See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A003, dated 01/18/2017 Solicitation No. DTFH70-16-B-00019

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-12. Revises the total for item number A1340 , 55401-1000, Reinforcing Steel, LB from 284,782 LBS to 286,432 LBS.

Page A-23. Adds Bid Summary Sheet.

CONTRACT CLAUSES

MINIMUM WAGE SCHEDULE

Page D-1 through D-18. Updates Davis-Bacon General Wage Decision Number OR1 to current effective date of 01/13/2017.

SPECIAL CONTRACT REQUIREMENTS (SCRs)

Page E-20, Subsection 108.06, Suspension. Adds the subsection to the SCRs for the suspension of work clarification.

PLANS

Plan sheet B.3 Revises the total for item number A1340 , 55401-1000, Reinforcing Steel, LB from 284,782 LBS to 286,432 LBS.

Plan sheet LG.10 Revises: Top Rail Bracket Detail to clarify dimensions and schedule of pipe.

Plan sheet LT.07 Revises: Section B-B dimensions of the recess and revises the Elevation view dimensions along with the dimension note of the #9 rebar location.

Plan sheet LT.08 Revises: Section B-B dimensions of the recess.

Plan sheet LT.09 Revises: Section A-A dimensions of the recess; Deletes Side View

“Deck” and “Deck reinf.” Labels from the drawing; and Adds Front View dimensions of the reinforcing and additional notes for the precast pilasters.

Plan sheet LT.14 Deletes: Section A-A: Extra reinforcing steel that was shown.

Notice to Bidders: Please submit revised pages A-7 through A-23 with your bid.

Amendment No. A003, dated 01/18/2017 Solicitation No. DTFH70-16-B-00019

PLANS - PEN AND INK CHANGE(S)

Please make the following pen & ink change(s):

Plan sheet D.11 Revises the 42” Concrete barrier (Lt) to a 32” Concrete barrier (Lt).

Plan sheet D.12 Revises the 42” Concrete barrier (Lt) to a 32” Concrete barrier (Lt).

ENCLOSURES

Pages:

A-7 through A-23 E-20 D-1 through D-18

Plan Sheets:

B.3, LG.10,

LT.07,

LT.08,

LT.09,

LT.14

Page(s) not included due to Pen and Ink change(s):

D.11, D.12

A-7

Bid Schedule Project: OR DOT CRGNSA 100(1), Historic Columbia River Highway State Trail;

OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct; OR HOODRIVER 18(1), Wyeth Trailhead

Bidders please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

BRAND NAME OR EQUAL NOTIFICATION

If providing other than the listed brand name products, complete the following (See FAR Provision 52.211-6, Brand Name or Equal):

A. For Item 56302-5000 Painting, Steel Structure, Bin Wall (Base Schedule), our firm offers in lieu of the brand name specified in Subsection 725.20 Weathering Agent:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

B. For Item 61904-0000 Bollard Post (Base Schedule), our firm offers in lieu of the brand name specified in Subsection 710.04 Fence and Bollard Posts:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

C. For Item 64603-0000 Fixture, Bicycle Fix-It Station (Base Schedule), our firm offers in lieu of the brand name specified in Subsection 725.22 Fixture, Bicycle Fix-It Station:

A-8

Project: OR DOT CRGNSA 100(1), Historic Columbia River Highway State Trail;

OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct; OR HOODRIVER 18(1), Wyeth Trailhead

Brand: __________________________________________

Manufacturer’s Name: _____________________________

D. For Item 64603-0000 Fixture, Trail Counter (Base Schedule), our firm offers in lieu of the brand name specified in Subsection 723.23 Trail Counter:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

E. For Item 64603-0000 Fixture, Car Counter (Base Schedule), our firm offers in lieu of the brand name specified in Subsection 725.24 Car Counter:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

F. For Item 64603-0000 Fixture, Vault Toilet, Two Stall (Base Schedule), our firm offers in lieu of the brand name specified in Subsection 725.26 Vault Toilet:

Brand: __________________________________________

Manufacturer’s Name: _____________________________

Include with your bid all documents needed by the Government to determine if the proposed product meets the requirements listed in the appropriate Section. The determination as to the equality of the product offered is the responsibility of the Government and will be based on the information furnished by the bidder as well as other information reasonably available to the contracting office. If proposed “equal” is determined by the government to be “not equal”, bid will be considered nonresponsive.

A-9

B I D S C H E D U L E Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15201-0000 Line A0040 ALL LPSM $

15301-0010 Line A0060 ALL LPSM $

15401-0000 Line A0080 ALL LPSM $

15501-0000 Line A0100 ALL LPSM $

15703-2500 Line A0120 2.0 ACRE $ $

15705-0100 Line A0140 1,935 LNFT $ $

15705-1400 Line A0160 4,444 LNFT $ $

15706-0200 Line A0180 1 EACH $ $

15706-1000 Line A0200 14 EACH $ $

15706-1600 Line A0220 4 EACH $ $

15801-0000 Line A0240 440 MGAL $ $

20101-0000 Line A0260 12.0 ACRE $ $

20220-1000 Line A0280 10 EACH $ $

20301-0700 Line A0300 11 EACH $ $

20301-3700 Line A0320 1 EACH $ $

20302-0700 Line A0340 1,968 LNFT $ $

20302-0700 Line A0360 2,641 LNFT $ $

20302-1300 Line A0380 825 LNFT $ $

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

REMOVAL OF GUARDRAIL, CONCRETE BARRIER

CLEARING AND GRUBBING

REMOVAL, INDIVIDUAL TREE

REMOVAL OF DELINEATOR

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

SOIL EROSION CONTROL, CHECK DAM

SOIL EROSION CONTROL, INLET PROTECTION

SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

WATERING FOR DUST CONTROL

REMOVAL OF TERMINAL SECTION

REMOVAL OF FENCE

REMOVAL OF FENCE, ROCKFALL BARRIER

Schedule Total: ________________________

Submitted by: _________________________

A-10

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20303-1600 Line A0400 450 SQYD $ $

20303-3600 Line A0420 164 SQYD (CQ) $ $

20303-3600 Line A0440 641 SQYD (CQ) $ $

20401-0000 Line A0460 10,000 CUYD $ $

20403-0000 Line A0480 7,115 CUYD $ $

20410-0000 Line A0500 166 CUYD $ $

20425-1000 Line A0520 35 LNFT $ $

20465-0000 Line A0540 16 EACH $ $

20701-0200 Line A0560 411 SQYD $ $

20703-2000 Line A0580 373 SQYD $ $

20801-0000 Line A0600 3,427 CUYD (CQ) $ $

20802-0000 Line A0620 408 CUYD (CQ) $ $

20803-0000 Line A0640 1,242 CUYD (CQ) $ $

20810-0000 Line A0660 ALL LPSM $

20820-0000 Line A0680 ALL LPSM $

21101-1000 Line A0700 1,090 SQYD $ $

25101-0100 Line A0720 10 CUYD $ $

25101-0200 Line A0740 108 CUYD $ $

25101-0300 Line A0760 160 CUYD $ $

FOUNDATION FILL

STRUCTURAL BACKFILL

SHORING AND BRACING, GORTON CREEK

REMOVAL OF PAVEMENT, ASPHALT

REMOVAL OF WALL, BIN WALL

SELECT BORROW

DITCH, EXCAVATION

CONSERVE AND PLACE BOULDER

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B

GEOGRID, STABILIZATION

STRUCTURE EXCAVATION

REMOVAL OF WALL, CONCRETE BIN WALL

ROADWAY EXCAVATION

UNCLASSIFIED BORROW

PLACED RIPRAP, METHOD A, CLASS 2

PLACED RIPRAP, METHOD A, CLASS 3

DEWATERING, GORTON CREEK

ROADWAY OBLITERATION, METHOD 1

PLACED RIPRAP, METHOD A, CLASS 1

A-11

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

25210-0000 Line A0780 230 SQFT $ $

25302-1000 Line A0800 1,058 CUYD $ $

25401-0000 Line A0820 2,400 SQFT $ $

25401-0000 Line A0840 3,190 SQFT $ $

25501-1000 Line A0860 37,503 SQFT (CQ) $ $

25501-4000 Line A0880 4,897 SQFT (CQ) $ $

25601-0000 Line A0900 4 EACH $ $

25701-0200 Line A0920 ALL LPSM $

25701-0200 Line A0940 ALL LPSM $

25701-0200 Line A0960 ALL LPSM $

25701-0400 Line A0980 ALL LPSM $

25701-0900 Line A1000 ALL LPSM $

25701-0900 Line A1020 ALL LPSM $

25801-0000 Line A1040 2,390 SQFT $ $

26001-0000 Line A1060 525 LNFT $ $

26002-0000 Line A1080 705 LNFT $ $

26002-0000 Line A1100 315 LNFT $ $

30202-2000 Line A1120 11,210 TON $ $

40301-0100 Line A1140 5,355 TON $ $

ROCKERY

GABIONS, GALVANIZED OR ALUMINIZED COATED

BIN WALL

BIN WALL, TIE BACK

CONTRACTOR FURNISHED REINFORCED CONCRETE RETAINING WALL DESIGN, WALL W5

CONTRACTOR FURNISHED BIN WALL DESIGN

CONTRACTOR FURNISHED BIN WALL DESIGN, TIE BACK

REINFORCED CONCRETE RETAINING WALL

ROCK BOLT

ROCK DOWEL, WALL W6

MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

MECHANICALLY STABILIZED EARTH WALL, PRECAST CONCRETE PANEL FACED

GROUND ANCHOR

CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN, WALL W1

CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN, WALL W2

CONTRACTOR FURNISHED MECHANICALLY STABILIZED EARTH WALL DESIGN, WALL W7 & W8

ROCK DOWEL, ROCKFALL PROTECTION

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, TYPE 1

A-12

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

41201-0000 Line A1160 12 TON $ $

41801-2000 Line A1180 630 SQYD $ $

55201-0200 Line A1200 476 CUYD (CQ) $ $

55201-0200 Line A1220 375 CUYD (CQ) $ $

55201-0200 Line A1240 605 CUYD (CQ) $ $

55210-0500 Line A1260 63 CUYD (CQ) $ $

55235-0000 Line A1280 44 LNFT $ $

55302-3400 Line A1300 1,474 LNFT (CQ) $ $

55302-3500 Line A1320 242 LNFT (CQ) $ $

55401-1000 Line A1340 286,432 LB (CQ) $ $

55601-0500 Line A1360 1,559 LNFT $ $

55601-0900 Line A1380 230 LNFT $ $

56302-1000 Line A1400 14,694 SQFT $ $

56302-2000 Line A1420 44,710 SQFT $ $

56401-1000 Line A1440 30 EACH $ $

56701-0000 Line A1460 1,415 LNFT $ $

56705-0000 Line A1480 2 EACH $ $

56706-0000 Line A1500 6 EACH $ $

60103-0000 Line A1520 2 EACH $ $

STRUCTURAL CONCRETE, CLASS A (AE), SUBSTRUCTURE

STRUCTURAL CONCRETE, CLASS A (AE), WALL

PRECAST STRUCTURAL CONCRETE, CLASS A(AE), DECK, PILASTERS

EXPANSION JOINTS

PRECAST, PRESTRESSED CONCRETE BOX BEAM, 33-INCH

PRECAST, PRESTRESSED CONCRETE SLAB, 30-INCH

TACK COAT

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

STRUCTURAL CONCRETE, CLASS A (AE), SUPERSTRUCTURE

MICROPILE

MICROPILE LOAD VERIFICATION TEST

MICROPILE PROOF LOAD TEST

CONCRETE, HEADWALL

REINFORCING STEEL

BRIDGE RAILING, CONCRETE, ORNAMENTAL

BRIDGE RAILING, STEEL, ORNAMENTAL

PAINTING, CONCRETE STRUCTURE, BARRIER

PAINTING, STEEL STRUCTURE, BIN WALL

BEARING DEVICE, ELASTOMERIC

A003

A-13

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

60201-0400 Line A1540 95 LNFT $ $

60201-0500 Line A1560 83 LNFT $ $

60201-0600 Line A1580 47 LNFT $ $

60201-0800 Line A1600 185 LNFT $ $

60201-1500 Line A1620 20 LNFT $ $

60210-0600 Line A1640 2 EACH $ $

60210-0800 Line A1660 7 EACH $ $

60401-0000 Line A1680 3 EACH $ $

60404-0000 Line A1700 7 EACH $ $

60413-0000 Line A1720 735 LNFT $ $

60413-0000 Line A1740 85 LNFT $ $

60501-0000 Line A1760 105 LNFT $ $

60510-1200 Line A1780 31 LNFT $ $

60901-5600 Line A1800 1,917 LNFT $ $

60901-5600 Line A1820 27 LNFT $ $

60915-1000 Line A1840 4 EACH $ $

61101-0000 Line A1860 ALL LPSM $

61102-0700 Line A1880 516 LNFT $ $

61102-2200 Line A1900 1,274 LNFT $ $

12-INCH PIPE CULVERT

15-INCH PIPE CULVERT

CATCH BASIN

TRENCH DRAIN

TRENCH DRAIN, INFILTRATION SWALE

STANDARD UNDERDRAIN SYSTEM

12-INCH OUTLET PIPE

CURB, STONE, TYPE 2, 14-INCH DEPTH

18-INCH PIPE CULVERT

24-INCH PIPE CULVERT

66-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

END SECTION FOR 24-INCH PIPE CULVERT

MANHOLE

CURB, STONE, TYPE 2, 14-INCH DEPTH, MOUNTABLE

WHEELSTOP, CONCRETE

WATER SYSTEM

1-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

3-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

A-14

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61104-0200 Line A1920 1 EACH $ $

61104-1300 Line A1940 3 EACH $ $

61104-1300 Line A1960 5 EACH $ $

61501-0100 Line A1980 510 SQYD $ $

61501-0600 Line A2000 129 SQYD $ $

61501-0600 Line A2020 195 SQYD $ $

61501-0800 Line A2040 21 SQYD $ $

61504-2000 Line A2060 9 SQYD $ $

61509-0000 Line A2080 8 SQYD $ $

61701-2000 Line A2100 263 LNFT $ $

61702-0600 Line A2120 1 EACH $ $

61708-1000 Line A2140 164 LNFT $ $

61801-0000 Line A2160 2,270 LNFT $ $

61801-0000 Line A2180 430 LNFT $ $

61804-1000 Line A2200 1 EACH $ $

61901-0000 Line A2220 1,007 LNFT $ $

61901-0000 Line A2240 677 LNFT $ $

61901-0000 Line A2260 1,825 LNFT $ $

61901-2400 Line A2280 360 LNFT $ $

VALVE, PLUG, 1-INCH BALL

VALVE, PLUG, 3-INCH BALL

SIDEWALK, CONCRETE, PLAIN 4-INCH DEPTH

SIDEWALK, EXPOSED AGGREGATE COLORED CONCRETE, PLAIN 4-INCH DEPTH

SIDEWALK, EXPOSED AGGREGATE COLORED CONCRETE, REINFORCED 7-INCH DEPTH

SIDEWALK, AGGREGATE

VALVE, AIR RELEASE

CONCRETE BARRIER, 54" PIER PROTECTION

TERMINAL SECTION, TYPE 1

FENCE, 4' V-type

FENCE, 54" WIRE MESH

FENCE, 42" WIRE MESH

FENCE, SPLIT RAIL, 2 RAIL

ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE

DETECTABLE WARNING PANELS

GUARDRAIL SYSTEM G4, TYPE 4, CLASS B WOOD POSTS

TERMINAL SECTION, TYPE FLARED

REMOVE AND RESET, GUARDRAIL

CONCRETE BARRIER

A-15

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

61902-1600 Line A2300 1 EACH $ $

61902-1900 Line A2320 1 EACH $ $

61904-0000 Line A2340 3 EACH $ $

61904-0000 Line A2360 5 EACH $ $

61920-2000 Line A2380 1 EACH $ $

62002-0000 Line A2400 37 SQYD $ $

62010-0000 Line A2420 160 LNFT $ $

62010-0000 Line A2440 38 LNFT $ $

62010-0000 Line A2460 57 LNFT $ $

62010-0000 Line A2480 58 LNFT $ $

62011-5000 Line A2500 1 EACH $ $

62011-5000 Line A2520 5 EACH $ $

62102-0000 Line A2540 6 EACH $ $

62201-0250 Line A2560 80 HOUR $ $

62201-3400 Line A2580 80 HOUR $ $

62201-3750 Line A2600 80 HOUR $ $

62301-0000 Line A2620 80 HOUR $ $

62302-0100 Line A2640 255 HOUR $ $

62401-0700 Line A2660 1,500 SQYD $ $

STONE MASONRY, BASALT WALL

STONE MASONRY, BASALT BENCH

STONE MASONRY, FLUSH BASALT BAND (24-INCH)

STONE MASONRY, FLUSH BASALT BAND (16-INCH)

STONE MASONRY PILLAR, BASALT SIGN BASE

STONE MASONRY PILLAR

GATE, METAL, 20 FEET WIDTH

GATE, METAL, 26 FEET WIDTH

BOLLARD POST

BOLLARD POST, BICYCLE STORAGE RACK

REMOVE AND RESET GATE

STONE MASONRY, BASALT FLAGSTONE

FURNISHING AND PLACING TOPSOIL, 12-INCH DEPTH

MARKER, TRAIL MEDALLION

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

CHAIN SAW

GENERAL LABOR

SPECIAL LABOR, SLOPE SCALING

A-16

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62405-0700 Line A2680 1,190 SQYD $ $

62516-1000 Line A2700 19,577 SQYD $ $

62901-0700 Line A2720 1,100 SQYD $ $

63302-0000 Line A2740 33 SQFT $ $

63305-0100 Line A2760 7 LNFT $ $

63305-0400 Line A2780 27 LNFT $ $

63309-0200 Line A2800 7 EACH $ $

63309-0900 Line A2820 1 EACH $ $

63313-1000 Line A2840 7,603 LNFT $ $

63316-1000 Line A2860 6 EACH $ $

63401-0100 Line A2880 685 LNFT $ $

63401-0100 Line A2900 270 LNFT $ $

63401-0100 Line A2920 54 LNFT $ $

63405-0150 Line A2940 2 EACH $ $

63405-0450 Line A2960 2 EACH $ $

63501-0000 Line A2980 ALL LPSM $

63502-0100 Line A3000 1 EACH $ $

63502-0600 Line A3020 2 EACH $ $

63502-1300 Line A3040 196 EACH $ $

PLACING CONSERVED TOPSOIL, 12-INCH DEPTH

MULCHING, DRY METHOD

ROLLED EROSION CONTROL PRODUCT, TYPE 2.C

SIGN SYSTEM

POSTS, STEEL, U-CHANNEL

PAVEMENT MARKINGS, TYPE A, SOLID, CROSSWALK

PAVEMENT MARKINGS, TYPE A, SOLID, YELLOW

PAVEMENT MARKINGS, TYPE A, STRAIGHT ARROW

PAVEMENT MARKINGS, TYPE A, ACCESSIBILITY SYMBOL

TEMPORARY TRAFFIC CONTROL, SHELLROCK CLOSURE

TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE A

POSTS, STEEL, 2-INCH X 2-INCH

DELINEATOR, TYPE 2

DELINEATOR, TYPE FLEXIBLE

RUMBLE STRIP, SHOULDER

REMOVE AND RESET SIGN

PAVEMENT MARKINGS, TYPE A, SOLID, WHITE

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, DRUM

A-17

Schedule A Account: ALL

Project No: OR DOT CRGNSA 100(1) & 100(3)

OR HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-2000 Line A3060 1 EACH $ $

63503-1000 Line A3080 3,616 LNFT $ $

63504-1000 Line A3100 282 SQFT $ $

63507-0700 Line A3120 190 DAY $ $

63509-1000 Line A3140 80 FXHR 55.00$ 4,400.00$

64603-0000 Line A3160 1 EACH $ $

64603-0000 Line A3180 2 EACH $ $

64603-0000 Line A3200 1 EACH $ $

64603-0000 Line A3220 1 EACH $ $

64603-0000 Line A3240 1 EACH $ $

64603-0000 Line A3260 1 EACH $ $

64603-1000 Line A3280 1 EACH $ $

64604-3000 Line A3300 2,678 LNFT $ $

64604-3000 Line A3320 504 LNFT $ $

65001-1000 Line A3340 ALL LPSM $

65102-0000 Line A3360 2,500 LNFT $ $

65102-0000 Line A3380 550 LNFT $ $

65104-0000 Line A3400 1,720 SQYD $ $

65105-0000 Line A3420 ALL LPSM $

TEMPORARY TRAFFIC CONTROL, FLAGGER

FIXTURE, BICYCLE FIX-IT STATION

FIXTURE, TRAIL SIGN SUPPORT

FIXTURE, CAR COUNTER

FIXTURE, TRAIL COUNTER

FIXTURE, OPRD CLUSTER BOARD

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

ROCKFALL PROTECTION FENCE, FLEXIBLE BARRIER, LOW DEFLECTION

ROCKFALL PROTECTION FENCE, ATTENUATOR

TEMPORARY ROCKFALL PROTECTION

FIXTURE, REPLICA MEMORIAL PLAQUE

FIXTURE, VAULT TOILET, TWO STALL

FIXTURE, PEDESTRIAN RAILING, 42" WOOD

FIXTURE, PEDESTRIAN RAILING, 22" BARRIER MOUNTED STEEL

CONSTRUCT AND MAINTAIN DIVERSION

ROCKFALL PROTECTION FENCE, FLEXIBLE BARRIER, STANDARD

A-18

Option X Account: ALL

Project No: DOT CRGNSA 100(1) & 100(3)

HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line X0020 ALL LPSM $

15201-0000 Line X0040 ALL LPSM $

15301-0010 Line X0060 ALL LPSM $

15401-0000 Line X0080 ALL LPSM $

15501-0000 Line X0100 ALL LPSM $

15703-2500 Line X0120 0.7 ACRE $ $

15705-0100 Line X0140 145 LNFT $ $

15705-1400 Line X0160 254 LNFT $ $

15801-0000 Line X0180 15 MGAL $ $

20101-0000 Line X0200 2.2 ACRE $ $

20301-2400 Line X0220 3 EACH $ $

20302-1200 Line X0240 153 LNFT $ $

20303-1600 Line X0260 100 SQYD $ $

20401-0000 Line X0280 56 CUYD $ $

20410-0000 Line X0300 30 CUYD $ $

20421-0000 Line X0320 16,232 CUYD $ $

20501-0000 Line X0340 4,038 LNFT $ $

20701-0200 Line X0360 100 SQYD $ $

Schedule Total: ________________________

Submitted by: _________________________

ROCK EXCAVATION

CONTROLLED BLAST HOLE

SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B

MOBILIZATION

CONSTRUCTION SURVEY AND STAKING

CONTRACTOR QUALITY CONTROL AND ASSURANCE

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD

REMOVAL OF PAVEMENT, ASPHALT

ROADWAY EXCAVATION

SELECT BORROW

SOIL EROSION CONTROL, SILT FENCE

SOIL EROSION CONTROL, FIBER ROLL

WATERING FOR DUST CONTROL

CLEARING AND GRUBBING

REMOVAL OF SIGN

REMOVAL OF GUARDRAIL

A-19

Option X Account: ALL

Project No: DOT CRGNSA 100(1) & 100(3)

HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

20703-2000 Line X0380 91 SQYD $ $

20801-0000 Line X0400 308 CUYD (CQ) $ $

20803-0000 Line X0420 270 CUYD (CQ) $ $

25101-0200 Line X0440 30 CUYD $ $

25601-0000 Line X0460 42 EACH $ $

26002-0000 Line X0480 240 LNFT $ $

26002-0000 Line X0500 425 LNFT $ $

30202-2000 Line X0520 1,230 TON $ $

40301-0100 Line X0540 1,100 TON $ $

41201-0000 Line X0560 1 TON $ $

41301-0600 Line X0580 4,300 SQYD $ $

55201-0200 Line X0600 56 CUYD (CQ) $ $

55201-0200 Line X0620 53 CUYD (CQ) $ $

55201-0200 Line X0640 390 CUYD (CQ) $ $

55210-0500 Line X0660 21 CUYD $ $

55302-3500 Line X0680 134 LNFT (CQ) $ $

55401-1000 Line X0700 50,700 LB (CQ) $ $

55505-0000 Line X0720 1,190 LNFT $ $

PRECAST, PRESTRESSED CONCRETE SLAB, 21-INCH

REINFORCING STEEL

STRUCTURAL STEEL SOLDIER PILE

TACK COAT

ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

STRUCTURAL CONCRETE, CLASS A (AE), SUPERSTRUCTURE

PLACED RIPRAP, METHOD A, CLASS 2

GROUND ANCHOR

ROCK DOWEL, LINDSEY CUT BRIDGE

STRUCTURAL CONCRETE, CLASS A (AE), SUBSTRUCTURE

STRUCTURAL CONCRETE, CLASS A (AE), WALL

PRECAST STRUCTURAL CONCRETE, CLASS A(AE), DECK, PILASTERS

GEOGRID, STABILIZATION

STRUCTURE EXCAVATION

STRUCTURAL BACKFILL

ROCK DOWEL, ROCKFALL PROTECTION

ROADWAY AGGREGATE, METHOD 2

ASPHALT CONCRETE PAVEMENT, TYPE 1

A-20

Option X Account: ALL

Project No: DOT CRGNSA 100(1) & 100(3)

HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

55505-0000 Line X0740 179 LNFT $ $

55601-0500 Line X0760 183 LNFT $ $

56501-0300 Line X0780 600 LNFT $ $

56701-0000 Line X0800 308 LNFT $ $

56705-0000 Line X0820 1 EACH $ $

56706-0000 Line X0840 1 EACH $ $

60201-0600 Line X0860 22 LNFT $ $

60210-0600 Line X0880 1 EACH $ $

60404-0000 Line X0900 1 EACH $ $

61801-0000 Line X0920 303 LNFT $ $

61804-1000 Line X0940 1 EACH $ $

62002-0000 Line X0960 10 SQYD $ $

62010-0000 Line X0980 31 LNFT $ $

62010-0000 Line X1000 12 LNFT $ $

62010-0000 Line X1020 5 LNFT $ $

62010-0000 Line X1040 878 LNFT $ $

62010-0000 Line X1060 418 LNFT $ $

62010-0000 Line X1080 55 LNFT $ $

STONE MASONRY, 42" BASALT RAILING (@ OVERLOOK)

STONE MASONRY, BASALT SEAT WALL, 16" WIDE

STONE MASONRY, FLUSH BASALT BAND (16-INCH)

STONE MASONRY, 42" BASALT RAILING

STONE MASONRY, 48" BASALT RAILING

STONE MASONRY, PILASTER (W10)

18-INCH PIPE CULVERT

END SECTION FOR 18-INCH PIPE CULVERT

CATCH BASIN

CONCRETE BARRIER

TERMINAL SECTION, TYPE 1

STONE MASONRY, BASALT FLAGSTONE

STRUCTURAL STEEL SOLDIER PILE, ADDITIONAL SPLICE LENGTH

BRIDGE RAILING, CONCRETE, ORNAMENTAL

DRILLED SHAFT, 30-INCH DIAMETER

MICROPILE

MICROPILE LOAD VERIFICATION TEST

MICROPILE PROOF LOAD TEST

A-21

Option X Account: ALL

Project No: DOT CRGNSA 100(1) & 100(3)

HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

62102-0000 Line X1100 2 EACH $ $

62201-0250 Line X1120 10 HOUR $ $

62201-3400 Line X1140 10 HOUR $ $

62201-3750 Line X1160 10 HOUR $ $

62301-0000 Line X1180 10 HOUR $ $

62405-0700 Line X1200 410 SQYD $ $

63313-1000 Line X1220 13,144 LNFT $ $

63401-1500 Line X1240 1,426 LNFT $ $

63401-1500 Line X1260 1,426 LNFT $ $

63401-1600 Line X1280 357 LNFT $ $

63501-0000 Line X1300 ALL LPSM $

63501-0000 Line X1320 ALL LPSM $

63502-0100 Line X1340 1 EACH $ $

63502-0600 Line X1360 2 EACH $ $

63502-1300 Line X1380 121 EACH $ $

63502-2000 Line X1400 2 EACH $ $

63503-1000 Line X1420 783 LNFT $ $

63504-1000 Line X1440 306 SQFT $ $

TEMPORARY TRAFFIC CONTROL, ARROW BOARD, TYPE A

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, DRUM

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

RUMBLE STRIP, SHOULDER

PAVEMENT MARKINGS, TYPE H, SOLID, YELLOW

PAVEMENT MARKINGS, TYPE H, SOLID, WHITE

PAVEMENT MARKINGS, TYPE H, BROKEN

TEMPORARY TRAFFIC CONTROL, LINDSEY BENCH CUT CLOSURE

TEMPORARY TRAFFIC CONTROL, ROLLING SLOWDOWN CLOSURE

MARKER, TRAIL MEDALLION

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT

CHAIN SAW

GENERAL LABOR

PLACING CONSERVED TOPSOIL, 12-INCH DEPTH

A-22

Option X Account: ALL

Project No: DOT CRGNSA 100(1) & 100(3)

HOODRIVER 18(1)

Name: Historic Columbia River Highway State Trail

CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63507-0700 Line X1460 63 DAY $ $

65001-1000 Line X1480 ALL LPSM $

65101-1000 Line X1500 4,025 SQYD $ $

65105-0000 Line X1520 ALL LPSM $

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

CONSTRUCT AND MAINTAIN DIVERSION

DRAPED ROCKFALL PROTECTION, WIRE MESH

TEMPORARY ROCKFALL PROTECTION

A‐23

Project OR DOT CRGNSA 100(1) Historic Columbia River Highway State

Trail

OR DOT CRGNSA 100(3), Historic Columbia River Highway

Summit Creek Viaduct

OR HOODRIVER 18(1), Wyeth Trailhead

TOTAL AWARDED:

Bid Summary Sheet

OR DOT CRGNSA 100(1) Historic Columbia River Highway State Trail

OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct

OR HOODRIVER 18(1), Wyeth Trailhead

‐$ Total ‐ All Schedules

Option X ‐$

Base Schedule Schedule Amount

Schedule A ‐$

Revised by Amendment A003 james.mikell Line james.mikell Line james.mikell Line

D - 1

General Wage Decision OR DOT CRGNSA 100(1) Historic Columbia River Highway State Trail OR DOT CRGNSA 100(3), Historic Columbia River Highway Summit Creek Viaduct OR HOODRIVER 18(1), Wyeth Trailhead

General Decision Number: OR170001 01/13/2017 OR1

Superseded General Decision Number: OR20160001

State: Oregon

Construction Type: Highway

Counties: Oregon Statewide.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 01/13/2017

BROR0001-006 06/01/2014

BAKER, BENTON (NORTH), CLACKAMAS, CLATSOP, COLUMBIA, GILLIAM,

HARNEY, HOOD RIVER, LINCOLN (NORTH), LINN (NORTH), MALHEUR

(NORTH), MARION, MORROW, MULTNOMAH, POLK, SHERMAN, TILLAMOOK,

UMATILLA, UNION, WALLOWA, WASCO (NORTH), WASHINGTON AND YAMHILL

COUNTIES

Rates Fringes

BRICKLAYER.......................$ 33.88 16.50

BROR0001-007 06/01/2014

BENTON (SOUTH), CROOK, DESCHUTES, GRANT, JACKSON, JEFFERSON,

KLAMATH, LAKE, LANE, LINCOLN (SOUTH), LINN (SOUTH), MALHEUR

(SOUTH), WASCO (SOUTH) AND WHEELER COUNTIES

BRICKLAYER.......................$ 32.68 16.15

CARP9001-001 06/01/2012

D - 2

ZONE 1:

Carpenters:

CARPENTERS..................$ 32.61 14.44

DIVER STANDBY...............$ 34.42 14.44

DIVERS TENDERS..............$ 36.97 14.44

DIVERS......................$ 78.38 14.44

MANIFOLD AND/OR

DECOMPRESSION CHAMBER

OPERATORS...................$ 30.28 14.44

MILLWRIGHTS.................$ 33.11 14.44

PILEDRIVERS.................$ 33.61 14.44

DEPTH PAY:

50 to 100 feet $1.00 per foot over 50 feet 101 to 150 feet 1.50 per foot over 101 feet 151 to 200 feet 2.00 per foot over 151 feet

Zone Differential (Add to Zone 1 rates):

Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00

ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall

ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall

ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall

ZONE 4 - More than 50 miles and less than 60 miles from the respective City Hall

ZONE 5 - More than 60 miles and less than 70 miles from the respective City Hall

ZONE 6 - More than 70 miles from the respective City Hall.

BASEPOINTS CITIES FOR CARPENTERS (EXCLUDING MILLWRIGHTS,

PILEDRIVERS AND DIVERS)

ALBANY ASTORIA BAKER

BEND BROOKINGS BURNS

COOS BAY CORVALLIS EUGENE

GOLDENDALE GRANTS PASS HERMISTON

HOOD RIVER KLAMATH FALLS LAGRANDE

LAKEVIEW LONGVIEW MADRAS

MEDFORD McMINNVILLE NEWPORT

D - 3

OREGON CITY ONTARIO PENDLETON

PORTLAND PORT ORFORD REEDSPORT

ROSEBURG SALEM ST. HELENS

THE DALLES TILLAMOOK VANCOUVER

BASEPOINTS FOR MILLWRIGHTS

EUGENE NORTH BEND LONGVIEW

PORTLAND MEDFORD THE DALLES

VANCOUVER

BASEPOINTS FOR PILEDRIVERS AND DIVERS

ASTORIA BEND COOS BAY

EUGENE KLAMATH FALLS LONGVIEW

MEDFORD NEWPORT PORTLAND

ROSEBURG SALEM THE DALLES

* ELEC0048-006 01/01/2016

CLACKAMAS, CLATSOP, COLUMBIA, HOOD RIVER, MULTNOMAH, TILLAMOOK,

WASCO, WASHINGTON, SHERMAN AND YAMHILL (NORTH) COUNTIES

CABLE SPLICER....................$ 44.22 21.50

ELECTRICIAN......................$ 40.20 21.11

HOURLY ZONE PAY:

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria

Zone Pay:

Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour

*These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus.

ELEC0112-001 06/01/2015

BAKER, GILLIAM, GRANT, MORROW, UMATILLA, UNION, WALLOWA, AND

WHEELER COUNTIES

D - 4

CABLE SPLICER....................$ 40.74 18.65

ELECTRICIAN......................$ 38.80 18.59

* ELEC0280-003 01/01/2017

BENTON, CROOK, DESCHUTES, JEFFERSON, LANE (EAST OF A LINE

RUNNING NORTH AND SOUTH FROM THE NORTHEAST CORNER OF COOS

COUNTY TO THE SOUTHEAST CORNER OF LINCOLN COUNTY), LINN,

MARION, POLK AND YAMHILL (SOUTHERN HALF) COUNTIES

CABLE SPLICER....................$ 41.15 17.75

ELECTRICIAN......................$ 38.70 18.85

ELEC0291-006 06/08/2015

MALHEUR COUNTY

Rates Fringes

CABLE SPLICER....................$ 30.97 5%+10.71

ELECTRICIAN......................$ 28.15 5%+10.71

* ELEC0659-004 01/01/2017

DOUGLAS (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NE

CORNER OF COOS COUNTY TO THE SE CORNER OF LINCOLN COUNTY),

HARNEY, JACKSON, JOSEPHINE, KLAMATH AND LAKE COUNTIES

CABLE SPLICER....................$ 33.48 15.71

ELECTRICIAN......................$ 31.57 16.49

ZONE PAY: BASE POINTS ARE FROM THE DOWNTOWN POST OFFICE IN

GRANTS PASS, KLAMATH FALLS, ROSEBURG AND MEDFORD.

ZONE 1: 0-20 MILES $0.00 PER HOUR

ZONE 2: > 20-30 MILES $1.50 PER HOUR

ZONE 3: >30-40 MILES $3.30 PER HOUR

ZONE 4: >40-50 MILES $5.00 PER HOUR

ZONE 5: >50-60 MILES $6.80 PER HOUR

ZONE 6: >60 MILES $9.50 PER HOUR

*THESE ARE NOT MILES DRIVEN. zONES ARE BASED ON DELORNE

STREET ATLAS USA 5.0.

ELEC0932-004 01/01/2016

D - 5

COOS, CURRY, LINCOLN, DOUGLAS AND LANE COUNTIES (AREA LYING

WEST OF A LINE NORTH AND SOUTH FROM THE N.E. CORNER OF COOS

COUNTY TO THE S.E. CORNER OF LINCOLN COUNTY)

ELECTRICIAN......................$ 35.50 16.12

* ENGI0701-005 01/01/2017

ZONE 1:

POWER EQUIPMENT OPERATORS (See Footnote C)

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 39.90 14.10

GROUP 1A....................$ 41.90 14.10

GROUP 1B....................$ 43.89 14.10

GROUP 2.....................$ 37.99 14.10

GROUP 3.....................$ 36.84 14.10

GROUP 4.....................$ 35.76 14.10

GROUP 5.....................$ 34.52 14.10

GROUP 6.....................$ 31.30 14.10

Zone Differential (add to Zone 1 rates):

Zone 2 - $3.00 Zone 3 - $6.00

For the following metropolitan counties: MULTNOMAH;

CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;

CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS

INDICATED:

All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt.

St. Helens "Blast Zone" shall receive Zone I pay for all classifications.

All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications.

D - 6

For the following cities: ALBANY; BEND; COOS BAY; EUGENE;

GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG

All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.

All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

Group 1 Concrete Batch Plan and or Wet mix three (3) units or more;

Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred

(200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments);

Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over;

Helicopter when used in erecting work

Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine

(299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib;

Crane, tower Crane on rail system or 2nd tower or more in work radius

Group 1B

Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over

Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader

D - 7 or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton;

Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty

(50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size

Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.;

Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three

(3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs.

Group 4

Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine;

Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable-Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;

Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and

D - 8

Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred

(100) ton; Crane, Floating Clamshell, Dragline, etc.

Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel-Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self-unloading;

Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris);

Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;

Ultra High Pressure Water Jet Cutting Tool System Operator;

Vacuum Blasting Machine Operator; Water pulls, Water wagons

Group 5

Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man;

Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work;

Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator;

Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less;

Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;

Concrete, Pumpcrete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork

D - 9

Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self-Propelled;

Tractor, Rubber-Tired, fifty (50) HP flywheel and under;

Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc.

Group 6

Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler;

Boatman; Bobcat, skid steed (less than one (1) yard);

Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;

Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator;

Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler-Driver

IRON0029-004 07/01/2015

Rates Fringes

IRONWORKER.......................$ 34.12 23.04

LABO0001-006 06/01/2014

Rates Fringes

Mason Tender/Hod Carrier Tenders to Bricklayers, Tile Setters, Marble Setters and Terrazzo Workers, Topping for Cement Finishers and Mortar Mixers...............$ 27.44 13.10

LABO0003-003 06/01/2014

ZONE 1:

D - 10

LABORERS (SEE FOOTNOTE C)

Laborers:

GROUP 1.....................$ 26.43 13.10

GROUP 2.....................$ 27.44 13.10

GROUP 3.....................$ 22.86 13.10

Zone Differential (Add to Zone 1 rates):

Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75

ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall

ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall

ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall

ZONE 4 - More than 50 miles and less than 80 miles from the respective City Hall

ZONE 5 - More than 80 miles from the respective City Hall.

BASEPOINTS:

ALBANY ASTORIA BAKER CITY

BEND BURNS COOS BAY

EUGENE GRANTS PASS HERMISTON

KLAMATH FALLS MEDFORD PENDLETON

PORTLAND ROSEBURG SALEM

THE DALLES

LABORER CLASSIFICATIONS

GROUP 1: Applicator (including Pot Tender for same) applying protective material by hand or nozzle on utility lines or storage tanks on project, Asphalt Plant; Asphalt Spreader;

Batch Weighman; Broomers; Brush Burners and Cutters; Choker Setter; Choker Splicer; Clary Power Spreader; Clean-up Laborer; Clean up Nozzleman (concrete, rock, etc);

Concrete Laborer; Crusher Feeder; Curing, Concrete;

Demolition, wrecking, and moving; Dopping and Wrapping Pipe; Dumpman (for Grading Crew); Erosion Control Specialist; Fine Graders; Fence Builders; Form Strippers;

Guard Rail, Median Rail, Barriers, Reference Post, Guide Post, Right of Way Marker; Remote Control (Dry Pack Machine, Jackhammer, Chipping Guns, Compaction, Paving Breakers, Hand Held Concrete Saw, Demo Saw, Core Drill);

Precast Concrete Setter; Pressure Washer; Railroad Track Laborer; Ribbon Setter; Rip Rap Map; Sand Blasting (Wet);

D - 11

Scaffold Tender; Self Propelled Concrete Buggy; Sewer Laborer; Sign Erector; Signalman; Scissor and Manlift;

Skipman; Slopers; Sprayman; Stake Chaser; Stake Setter;

Tamper; Timber Faller and Bucker; Tool Operators (Hand Held, Walk Behind)

GROUP 2: Asbestos Removal; Asphalt Rakers, Bit Grinder, Concrete Core Drill, Concrete Pump Nozzleman, Concrete Saw Operator (Walk Behind, Walk Saw, Rail Mounted, Wire); Drill Operator; Grade Checker; Gunite Nozzleman; Hazardous Waste Laborer; High Scalers; Laser Bean (Pipe Laying); Loop Installation; Manhole Builder; Mold Remediation Laborer;

Nippers and Timberman; Pipelayer; Powderman; Power Saw Operators (Bucking and Falling); Pumpcrete Nozzleman; Sand Blasting (Dry); Sewer Timberman; Tugger Operator;

Vibrators; Water Blaster

GROUP 3: Final Clean-up(detailed clean-up, limited to cleaning up floors, ceilings, walls, windows-prior to acceptance by the owner); Fire Watch; Landscaper; Traffic Flagger

FOOTNOTE C:

HANDLING OF HAZARDOUS WAST MATERIALS - Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan:

H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing.

H-2 Class "C" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15.

H-3 Class "B" Suit - Basic hourly wage rate plus $1.50 per hour, fringes plus $0.15.

H-4 Class "A" Suit -Basic hourly wage rate plus $2.00 per hour, fringes plus $0.15.

PAIN0055-002 11/01/2014

Rates Fringes

PAINTER

HIGHWAY & PARKING LOT

STRIPER.....................$ 33.43 11.08

D - 12

PAIN0055-033 07/01/2016

Rates Fringes

PAINTER

BAKER, BENTON, CLATSOP,

CROOK, DESCHUTES, GRANT,

GILLIAM, HARNEY,

JEFFERSON, LAKE, LANE,

LINN, LINCOLN, MALHEUR,

MAR…