Amendment 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 12/30/2020 N/A See Box 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

69056719B000003

9B. DATED (SEE ITEM 11)

11/30/2020

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.)

WA JEFF 91420(1), Upper Hoh River Road Phase 2

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 12/30/2020 WA JEFF 91420(1) Solicitation No. 69056719B000003 Upper Hoh River Road Phase

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-31. Revises entire bid schedule to remove Pay Item No. 61707-0000 from Schedules C and D.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page iv, SCR Table of Contents. Adds Section 556.

Pages F-23a through F-23b, Section 556, Bridge Railing. Add requirements.

Page H-126, Section H, Permits. Revises page.

Page H-127 through H-132, Section H, Permits. Removes pages.

PLANS

Plan Sheets B.1 through B.10. Revises all Sheets to remove Pay Item No. 61707-0000 from Schedules C and D; and add Allowance Column.

Plan Sheet I.1. Revises Table for Roadside Barrier Quantities, and Adds Footnote 1.

ENCLOSURES

Pages:

A-7 through A-31 / iv / F-23a through F-23b / H-126 through H-132

Plan Sheets:

B.1 through B.10 / I.1

Notice to Bidders: Please submit revised pages A-7 through A-31 with your bid.

A-7

BID SCHEDULE

Bidder/Offeror 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 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 corrected unit price extension shall govern.

When the word "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 all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:WA JEFF 91420(1)

Project Name:Upper Hoh River Road Phase 2 Revised by Amendment A003

A-8

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE

660 LNFT $____________ $____________

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)

7 EACH $____________ $____________

A0180 20101-0000 CLEARING AND GRUBBING

0.3 ACRE $____________ $____________

A0200 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH DIAMETER)

1 EACH $____________ $____________

A0220 20315-0000 SAWCUTTING PAVEMENT

42 LNFT $____________ $____________

A0240 20401-0000 ROADWAY EXCAVATION

390 CUYD $____________ $____________

A0260 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

100 SQYD $____________ $____________

A0280 20810-0000 SHORING AND BRACING

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-9

A0300 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

110 CUYD $____________ $____________

A0320 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6

1,740 CUYD $____________ $____________

A0340 30202-2000 ROADWAY AGGREGATE, METHOD 2

630 TON $____________ $____________

A0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

140 TON $____________ $____________

A0380 41201-0000 TACK COAT

0.30 TON $____________ $____________

A0400 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (20-FT SPAN x 18-FT RISE)

40 LNFT $____________ $____________

A0420 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A0440 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

20 HOUR $____________ $____________

A0460 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

A0480 62502-0000 TURF ESTABLISHMENT

1,560 SQYD $____________ $____________

A0500 62632-0000 PLANTINGS (POLE PLANTINGS)

ALL LPSM $___LPSM_____ $____________

A0520 62901-0000 ROLLED EROSION CONTROL PRODUCT

1,560 SQYD $____________ $____________

A0540 63309-0900 DELINEATOR, TYPE FLEXIBLE (BROWN)

6 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-10

A0560 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

1,080 LNFT $____________ $____________

A0580 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

1,080 LNFT $____________ $____________

A0600 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

(YELLOW)

3 EACH $____________ $____________

A0620 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A0640 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

45 EACH $____________ $____________

A0660 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

26 EACH $____________ $____________

A0680 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

A0700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

A0720 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

26 EACH $____________ $____________

A0740 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0760 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

2 EACH $____________ $____________

A0780 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

A0800 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

990 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-11

A0820 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (PERIMETER)

680 LNFT $____________ $____________

A0840 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

318 SQFT $____________ $____________

A0860 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS AND

LETTERS (STOP LINE)

48 SQFT $____________ $____________

A0880 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,580 HOUR $____________ $____________

A0900 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,820 HOUR $____________ $____________

A0920 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

224 DAY $____________ $____________

A0940 64703-8000 MITIGATION, BANK STABILIZATION (WOOD BUFFER w/ DOLOSSE)

29 EACH $____________ $____________

A0960 64704-1000 MITIGATION, STREAMBED MATERIAL

630 CUYD $____________ $____________

A0980 64704-1700 MITIGATION, BANK STABILIZATION (COARSE WOODY DEBRIS)

11,600 CUYD $____________ $____________

A1000 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (FLOW DIVERSION)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A-12

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

B0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

B0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

B0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE

660 LNFT $____________ $____________

B0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)

7 EACH $____________ $____________

B0180 20101-0000 CLEARING AND GRUBBING

0.3 ACRE $____________ $____________

B0200 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH DIAMETER)

1 EACH $____________ $____________

B0220 20315-0000 SAWCUTTING PAVEMENT

42 LNFT $____________ $____________

B0240 20401-0000 ROADWAY EXCAVATION

390 CUYD $____________ $____________

B0260 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

100 SQYD $____________ $____________

B0280 20810-0000 SHORING AND BRACING

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A-13

B0300 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

110 CUYD $____________ $____________

B0320 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6

1,740 CUYD $____________ $____________

B0340 30202-2000 ROADWAY AGGREGATE, METHOD 2

630 TON $____________ $____________

B0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

140 TON $____________ $____________

B0380 41201-0000 TACK COAT

0.30 TON $____________ $____________

B0400 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (20-FT SPAN x 18-FT RISE)

40 LNFT $____________ $____________

B0420 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

B0440 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

20 HOUR $____________ $____________

B0460 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

B0480 62502-0000 TURF ESTABLISHMENT

1,560 SQYD $____________ $____________

B0500 62632-0000 PLANTINGS (WETLAND BUFFER ENHANCEMENT PLANTING MIX)

ALL LPSM $___LPSM_____ $____________

B0520 62632-0000 PLANTINGS (POLE PLANTINGS)

ALL LPSM $___LPSM_____ $____________

B0540 62632-0000 PLANTINGS (CHANNEL HABITAT PRESERVATION - POLE PLANTING)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A-14

B0560 62632-0000 PLANTINGS (WETLAND CREATION PLANTING MIX)

ALL LPSM $___LPSM_____ $____________

B0580 62901-0000 ROLLED EROSION CONTROL PRODUCT

1,560 SQYD $____________ $____________

B0600 63309-0900 DELINEATOR, TYPE FLEXIBLE (BROWN)

6 EACH $____________ $____________

B0620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

1,080 LNFT $____________ $____________

B0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

1,080 LNFT $____________ $____________

B0660 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

(YELLOW)

3 EACH $____________ $____________

B0680 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

B0700 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

45 EACH $____________ $____________

B0720 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

26 EACH $____________ $____________

B0740 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

B0760 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

4 EACH $____________ $____________

B0780 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

26 EACH $____________ $____________

B0800 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A-15

B0820 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

2 EACH $____________ $____________

B0840 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

B0860 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

990 LNFT $____________ $____________

B0880 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (PERIMETER)

680 LNFT $____________ $____________

B0900 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

318 SQFT $____________ $____________

B0920 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS AND

LETTERS (STOP LINE)

48 SQFT $____________ $____________

B0940 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,680 HOUR $____________ $____________

B0960 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,820 HOUR $____________ $____________

B0980 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

224 DAY $____________ $____________

B1000 64701-1000 MITIGATION, WETLANDS MITIGATION

ALL LPSM $___LPSM_____ $____________

B1020 64703-8000 MITIGATION, BANK STABILIZATION (WOOD BUFFER w/ DOLOSSE)

29 EACH $____________ $____________

B1040 64703-8000 MITIGATION, BANK STABILIZATION (CHANNEL HABITAT PRESERVATION -

CHANNEL PLUG)

24 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

A-16

B1060 64704-1000 MITIGATION, STREAMBED MATERIAL

630 CUYD $____________ $____________

B1080 64704-1700 MITIGATION, BANK STABILIZATION (CHANNEL HABITAT PRESERVATION -

COARSE WOODY DEBRIS)

1,680 CUYD $____________ $____________

B1100 64704-1700 MITIGATION, BANK STABILIZATION (COARSE WOODY DEBRIS)

11,600 CUYD $____________ $____________

B1120 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (CHANNEL HABITAT

PRESERVATION - FLOW DIVERSION)

ALL LPSM $___LPSM_____ $____________

B1140 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (FLOW DIVERSION)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

A-17

C0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0060 15215-4000 SURVEY AND STAKING, PERMANENT MONUMENT AND MARKER

(PROPERTY CORNER)

1 EACH $____________ $____________

C0080 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

C0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

C0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

C0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,680 LNFT $____________ $____________

C0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)

14 EACH $____________ $____________

C0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)

17 EACH $____________ $____________

C0220 20101-0000 CLEARING AND GRUBBING

2.5 ACRE $____________ $____________

C0240 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

C0260 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH DIAMETER)

1 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

A-18

C0280 20301-1900 REMOVAL OF PIPE CULVERT (18-INCH DIAMETER)

1 EACH $____________ $____________

C0300 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

C0320 20302-1200 REMOVAL OF GUARDRAIL

229 LNFT $____________ $____________

C0340 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

C0360 20315-0000 SAWCUTTING PAVEMENT

86 LNFT $____________ $____________

C0380 20401-0000 ROADWAY EXCAVATION

5,480 CUYD $____________ $____________

C0400 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

1,299 SQYD $____________ $____________

C0420 20801-0000 STRUCTURE EXCAVATION

245 CUYD $____________ $____________

C0440 20803-0000 STRUCTURAL BACKFILL

200 CUYD $____________ $____________

C0460 20810-0000 SHORING AND BRACING

ALL LPSM $___LPSM_____ $____________

C0480 21101-1000 ROADWAY OBLITERATION, METHOD 1

780 SQYD $____________ $____________

C0500 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

110 CUYD $____________ $____________

C0520 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

1,377 CUYD $____________ $____________

C0540 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6

1,740 CUYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

A-19

C0560 25210-0000 ROCKERY

1,465 SQFT $____________ $____________

C0580 25701-0500 CONTRACTOR FURNISHED SOIL NAIL RETAINING WALL DESIGN

ALL LPSM $___LPSM_____ $____________

C0600 25902-0000 SOIL NAIL RETAINING WALL

1,465 SQFT $____________ $____________

C0620 30202-2000 ROADWAY AGGREGATE, METHOD 2

4,570 TON $____________ $____________

C0640 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,060 TON $____________ $____________

C0660 41201-0000 TACK COAT

2.00 TON $____________ $____________

C0680 55101-2200 STEEL PIPE PILE, IN PLACE

785 LNFT $____________ $____________

C0700 55104-1000 DYNAMIC PILE LOAD TEST

2 EACH $____________ $____________

C0720 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

40 CUYD $____________ $____________

C0740 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)

37 CUYD $____________ $____________

C0760 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

59 SQYD $____________ $____________

C0780 55235-0000 EXPANSION JOINTS

58 LNFT $____________ $____________

C0800 55302-2700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER, 53-INCH

595 LNFT $____________ $____________

C0820 55401-1000 REINFORCING STEEL

5,100 LB $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

A-20

C0840 55401-2000 REINFORCING STEEL, EPOXY COATED

5,150 LB $____________ $____________

C0860 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

356 LNFT $____________ $____________

C0880 55901-0000 MEMBRANE WATERPROOFING

350 SQYD $____________ $____________

C0900 56401-1000 BEARING DEVICE, ELASTOMERIC

10 EACH $____________ $____________

C0920 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (20-FT SPAN x 18-FT RISE)

40 LNFT $____________ $____________

C0940 61701-4650 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B STEEL POSTS

100 LNFT $____________ $____________

C0960 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

4 EACH $____________ $____________

A003 C0980 61707-0000 STRUCTURE TRANSITION RAILING

84 LNFT $____________ $____________

C1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

C1020 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

20 HOUR $____________ $____________

C1040 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

C1060 62502-0000 TURF ESTABLISHMENT

10,800 SQYD $____________ $____________

C1080 62632-0000 PLANTINGS (CHANNEL HABITAT PRESERVATION - POLE PLANTING)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

Project Name:Upper Hoh River Road Phase 2 A003 Revised by Amendment A003

A-21

C1100 62632-0000 PLANTINGS (POLE PLANTINGS)

ALL LPSM $___LPSM_____ $____________

C1120 62632-0000 PLANTINGS (WETLAND CREATION PLANTING MIX)

ALL LPSM $___LPSM_____ $____________

C1140 62632-0000 PLANTINGS (WETLAND BUFFER ENHANCEMENT PLANTING MIX)

ALL LPSM $___LPSM_____ $____________

C1160 62901-0000 ROLLED EROSION CONTROL PRODUCT

10,800 SQYD $____________ $____________

C1180 63302-0000 SIGN SYSTEM

37 SQFT $____________ $____________

C1200 63309-0900 DELINEATOR, TYPE FLEXIBLE (BROWN)

31 EACH $____________ $____________

C1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

7,230 LNFT $____________ $____________

C1240 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

1,080 LNFT $____________ $____________

C1260 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

(YELLOW)

3 EACH $____________ $____________

C1280 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

8 EACH $____________ $____________

C1300 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

73 EACH $____________ $____________

C1320 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

52 EACH $____________ $____________

C1340 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

8 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

A-22

C1360 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

8 EACH $____________ $____________

C1380 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

59 EACH $____________ $____________

C1400 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

C1420 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

4 EACH $____________ $____________

C1440 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

4 EACH $____________ $____________

C1460 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

1,670 LNFT $____________ $____________

C1480 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (PERIMETER)

4,260 LNFT $____________ $____________

C1500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

565 SQFT $____________ $____________

C1520 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS AND

LETTERS (STOP LINE)

96 SQFT $____________ $____________

C1540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

3,760 HOUR $____________ $____________

C1560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

2,360 HOUR $____________ $____________

C1580 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

303 DAY $____________ $____________

C1600 64701-1000 MITIGATION, WETLANDS MITIGATION

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:C Schedule Type:Alternate

A-23

C1620 64703-8000 MITIGATION, BANK STABILIZATION (WOOD BUFFER w/ DOLOSSE)

29 EACH $____________ $____________

C1640 64703-8000 MITIGATION, BANK STABILIZATION (CHANNEL HABITAT PRESERVATION -

CHANNEL PLUG)

24 EACH $____________ $____________

C1660 64704-1000 MITIGATION, STREAMBED MATERIAL

1,288 CUYD $____________ $____________

C1680 64704-1700 MITIGATION, BANK STABILIZATION (COARSE WOODY DEBRIS)

11,600 CUYD $____________ $____________

C1700 64704-1700 MITIGATION, BANK STABILIZATION (CHANNEL HABITAT PRESERVATION -

COARSE WOODY DEBRIS)

1,680 CUYD $____________ $____________

C1720 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (CHANNEL HABITAT

PRESERVATION - FLOW DIVERSION)

ALL LPSM $___LPSM_____ $____________

C1740 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (FLOW DIVERSION)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Alternate

A-24

D0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

D0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

D0060 15215-4000 SURVEY AND STAKING, PERMANENT MONUMENT AND MARKER

(PROPERTY CORNER)

1 EACH $____________ $____________

D0080 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

D0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

D0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

D0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE

5,070 LNFT $____________ $____________

D0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)

53 EACH $____________ $____________

D0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK)

40 EACH $____________ $____________

D0220 20101-0000 CLEARING AND GRUBBING

5.6 ACRE $____________ $____________

D0240 20301-0300 REMOVAL OF BOX CULVERT

1 EACH $____________ $____________

D0260 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

Bid Schedule Schedule:D Schedule Type:Alternate

A-25

D0280 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH DIAMETER)

1 EACH $____________ $____________

D0300 20301-1900 REMOVAL OF PIPE CULVERT (18-INCH DIAMETER)

1 EACH $____________ $____________

D0320 20301-2400 REMOVAL OF SIGN

8 EACH $____________ $____________

D0340 20302-1200 REMOVAL OF GUARDRAIL

229 LNFT $____________ $____________

D0360 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

D0380 20315-0000 SAWCUTTING PAVEMENT

128 LNFT $____________ $____________

D0400 20401-0000 ROADWAY EXCAVATION

17,260 CUYD $____________ $____________

D0420 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

1,948 SQYD $____________ $____________

D0440 20801-0000 STRUCTURE EXCAVATION

265 CUYD $____________ $____________

D0460 20803-0000 STRUCTURAL BACKFILL

685 CUYD $____________ $____________

D0480 20810-0000 SHORING AND BRACING

ALL LPSM $___LPSM_____ $____________

D0500 21101-1000 ROADWAY OBLITERATION, METHOD 1

1,440 SQYD $____________ $____________

D0520 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

110 CUYD $____________ $____________

D0540 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4

2,126 CUYD $____________ $____________

Bid Schedule Schedule:D Schedule Type:Alternate

A-26

D0560 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6

1,740 CUYD $____________ $____________

D0580 25210-0000 ROCKERY

1,465 SQFT $____________ $____________

D0600 25701-0500 CONTRACTOR FURNISHED SOIL NAIL RETAINING WALL DESIGN

ALL LPSM $___LPSM_____ $____________

D0620 25902-0000 SOIL NAIL RETAINING WALL

1,465 SQFT $____________ $____________

D0640 30202-2000 ROADWAY AGGREGATE, METHOD 2

8,770 TON $____________ $____________

D0660 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,970 TON $____________ $____________

D0680 41201-0000 TACK COAT

4.00 TON $____________ $____________

D0700 55101-2200 STEEL PIPE PILE, IN PLACE

1,630 LNFT $____________ $____________

D0720 55104-1000 DYNAMIC PILE LOAD TEST

4 EACH $____________ $____________

D0740 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

80 CUYD $____________ $____________

D0760 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)

74 CUYD $____________ $____________

D0780 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

118 SQYD $____________ $____________

D0800 55235-0000 EXPANSION JOINTS

116 LNFT $____________ $____________

D0820 55302-2700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER, 53-INCH

1,190 LNFT $____________ $____________

Bid Schedule Schedule:D Schedule Type:Alternate

A-27

D0840 55401-1000 REINFORCING STEEL

10,010 LB $____________ $____________

D0860 55401-2000 REINFORCING STEEL, EPOXY COATED

10,300 LB $____________ $____________

D0880 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

712 LNFT $____________ $____________

D0900 55901-0000 MEMBRANE WATERPROOFING

700 SQYD $____________ $____________

D0920 56401-1000 BEARING DEVICE, ELASTOMERIC

20 EACH $____________ $____________

D0940 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT (20-FT SPAN x 18-FT RISE)

40 LNFT $____________ $____________

D0960 61701-4650 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B STEEL POSTS

200 LNFT $____________ $____________

D0980 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

8 EACH $____________ $____________

A003 D1000 61707-0000 STRUCTURE TRANSITION RAILING

168 LNFT $____________ $____________

D1020 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

D1040 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

20 HOUR $____________ $____________

D1060 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

D1080 62502-0000 TURF ESTABLISHMENT

28,350 SQYD $____________ $____________

Bid Schedule Schedule:D Schedule Type:Alternate

Project Name:Upper Hoh River Road Phase 2 A003 Revised by Amendment A003

A-28

D1100 62632-0000 PLANTINGS (CHANNEL HABITAT PRESERVATION - POLE PLANTING)

ALL LPSM $___LPSM_____ $____________

D1120 62632-0000 PLANTINGS (WETLAND CREATION PLANTING MIX)

ALL LPSM $___LPSM_____ $____________

D1140 62632-0000 PLANTINGS (WETLAND BUFFER ENHANCEMENT PLANTING MIX)

ALL LPSM $___LPSM_____ $____________

D1160 62632-0000 PLANTINGS (POLE PLANTINGS)

ALL LPSM $___LPSM_____ $____________

D1180 62901-0000 ROLLED EROSION CONTROL PRODUCT

28,350 SQYD $____________ $____________

D1200 63302-0000 SIGN SYSTEM

55 SQFT $____________ $____________

D1220 63309-0900 DELINEATOR, TYPE FLEXIBLE (BROWN)

43 EACH $____________ $____________

D1240 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

13,400 LNFT $____________ $____________

D1260 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

1,080 LNFT $____________ $____________

D1280 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE, BI-DIRECTIONAL REFLECTIVE

(YELLOW)

3 EACH $____________ $____________

D1300 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

12 EACH $____________ $____________

D1320 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

107 EACH $____________ $____________

D1340 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

77 EACH $____________ $____________

Bid Schedule Schedule:D Schedule Type:Alternate

A-29

D1360 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

12 EACH $____________ $____________

D1380 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

12 EACH $____________ $____________

D1400 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

91 EACH $____________ $____________

D1420 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

D1440 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

6 EACH $____________ $____________

D1460 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

6 EACH $____________ $____________

D1480 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

2,450 LNFT $____________ $____________

D1500 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE (PERIMETER)

4,260 LNFT $____________ $____________

D1520 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

812 SQFT $____________ $____________

D1540 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS, SYMBOLS AND

LETTERS (STOP LINE)

144 SQFT $____________ $____________

D1560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,740 HOUR $____________ $____________

D1580 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

2,850 HOUR $____________ $____________

D1600 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

376 DAY $____________ $____________

Bid Schedule Schedule:D Schedule Type:Alternate

A-30

D1620 64701-1000 MITIGATION, WETLANDS MITIGATION

ALL LPSM $___LPSM_____ $____________

D1640 64703-8000 MITIGATION, BANK STABILIZATION (CHANNEL HABITAT PRESERVATION -

CHANNEL PLUG)

24 EACH $____________ $____________

D1660 64703-8000 MITIGATION, BANK STABILIZATION (WOOD BUFFER w/ DOLOSSE)

29 EACH $____________ $____________

D1680 64704-1000 MITIGATION, STREAMBED MATERIAL

1,493 CUYD $____________ $____________

D1700 64704-1700 MITIGATION, BANK STABILIZATION (COARSE WOODY DEBRIS)

11,600 CUYD $____________ $____________

D1720 64704-1700 MITIGATION, BANK STABILIZATION (CHANNEL HABITAT PRESERVATION -

COARSE WOODY DEBRIS)

1,680 CUYD $____________ $____________

D1740 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (FLOW DIVERSION)

ALL LPSM $___LPSM_____ $____________

D1760 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (CHANNEL HABITAT

PRESERVATION - FLOW DIVERSION)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Alternate

A-31

Bid Schedule Schedule: A, B, C, & D

Project No: WA JEFF 91420(1) Project Name: Upper Hoh River Road Phase 2

BID SCHEDULE SUMMARY

SCHEDULE SCHEDULE AMOUNT

Schedule A (Pages A-8 through A-11) $ _________________________

Schedule B (Pages A-12 through A-16) $ _________________________

Schedule C (Pages A-17 through A-23) $ _________________________

Schedule D (Pages A-24 through A-30) $ _________________________

Submitted by: __________________________________

Revised by Amendment A003 iv DIVISION 100

Special Contract Requirements Project: WA JEFF 91420(1) Upper Hoh River Road Phase 2

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 403. — ASPHALT CONCRETE ........................................................................... F-12

DIVISION 550 BRIDGE CONSTRUCTION

Section 551. — DRIVEN PILES ......................................................................................... F-14 Section 552. — STRUCTURAL CONCRETE ................................................................... F-17 Section 553. — PRESTRESSED CONCRETE................................................................... F-22 Section 554. — REINFORCING STEEL ............................................................................ F-23 Section 556. — BRIDGE RAILING ................................................................................. F-23a

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 601. — MINOR CONCRETE STRUCTURES...................................................... F-24 Section 602. — CULVERTS AND DRAINS ..................................................................... F-25 Section 617. — GUARDRAIL ............................................................................................ F-26 Section 622. — RENTAL EQUIPMENT ............................................................................ F-27 Section 623. — GENERAL LABOR .................................................................................. F-28 Section 625. — TURF ESTABLISHMENT ....................................................................... F-29 Section 626. — PLANTS, TREES, SHRUBS, VINES, AND GROUNDCOVERS .......... F-32 Section 633. — PERMANENT TRAFFIC CONTROL ...................................................... F-34 Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-35 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-36 Section 647. — ENVIRONMENTAL MITIGATION (ADDED SECTION) .................... F-38 Section 648 — STEEL BINDING CHAIN (ADDED SECTION) ..................................... F-43

DIVISION 700 MATERIAL

Section 703. — AGGREGATE ............................................................................................ G-1 Section 705. — ROCK ......................................................................................................... G-5 Section 710. — FENCE AND GUARDRAIL ...................................................................... G-7 Section 713. — ROADSIDE IMPROVEMENT MATERIAL ............................................ G-8 Section 717. — STRUCTURAL METAL ......................................................................... G-13

F-23a DIVISION 550

Project: WA JEFF 91420(1) Upper Hoh River Road Phase 2

Section 556. — BRIDGE RAILING

Description

556.01 Add the following:

This work also consists of furnishing and installing structure transition railing (thrie beam transition).

Material

556.02 Add the following to the material list:

Guardrail 617

Construction Requirements

556.03 General. Add the following:

Install structure transition railing according to Section 617.

556.10 Acceptance. Add the following:

Structure transition railing will be evaluated according to Section 617.

F-23b DIVISION 550

Project: WA JEFF 91420(1) Upper Hoh River Road Phase 2

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Reserved

H-126

Permits Project: WA JEFF 91420(1), Upper Hoh River Road Phase 2

(This page intentionally left blank.)

H-127

FIRE PREVENTION AND SUPPRESSION PLAN

H-128

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H-129

FIRE PROTECTION AND SUPPRESSION

The following requirements pertain to normal level non-heightened fire restriction periods. More restrictive requirements will be required in the event of more active fire seasons.

1. Fire Control

The Contractor shall, independently and in cooperation with the Jefferson County, take all reasonable action to prevent and suppress fires in the project area. Independent initial action shall be prompt and shall include the use of all personnel and equipment available in the project area.

2. Fire Precautions

Specific fire precautionary measures are as follows:

a. Smoking and Open Fires

Smoking shall be permitted only at the option of the Contractor. The Contractor shall not allow open fires on the project area, open fires are not allowed within Olympic National Forest.

Unless restricted by State Law or Federal Regulation, smoking shall be permitted only in such portions of the project area that are free of flammable material. Smokers are required to discard extinguished cigars and cigarette butts in an appropriate non-flammable container. Under no circumstances shall butts be discarded on the road or roadside.

b. Fire Extinguishers and Equipment, on Trucks, Tractors, etc.

All power-driven equipment operated by the Contractor, except portable fire pumps, shall be equipped with one fire extinguisher having a UL rating of at least 5 B, C, and one “D” handled or long handled round pointed shovel, size “O” or larger. In addition, each motor patrol, truck and passenger-carrying vehicle shall be equipped with a double-bit axe or Pulaski, 3½ pounds or larger.

Equipment shall be kept in serviceable condition and shall be readily available.

c. Power Saws

Each gasoline power saw operator shall be equipped with a pressurized chemical fire extinguisher of not less than 8-ounce capacity by weight, and one long handled round point shovel, size “O” or larger. The extinguisher shall be kept in possession of the saw operator at all times. The shovel shall be accessible to the operator within 1 minute.

H-130

d. Grinding, Oxyacetylene cutting and welding

One 5 gallon bladder bag is required at each job site location where these activities are being conducted.

e. Extinguishers

One refill for each type or one extra extinguisher sufficient to replace each size extinguisher required on equipment shall be safely stored in the fire tool box or other agreed upon place on the project area that is protected and readily available.

f. Spark Arresters and Mufflers

Each internal combustion engine shall be equipped with a spark arrester meeting appropriate Society of Automotive Engineers (SAE) recommend Practice J335(b) and J350(a) as now or hereafter amended unless it is:

(1) Equipped with a turbine-driven exhaust supercharger such as the turbo charger. There shall be no exhaust bypass.

(2) A passenger carrying vehicle or light truck, or medium truck up to 40,000GW, used on roads and equipped with a factory designed muffler complete with baffles and with an exhaust system in good working condition.

(3) A heavy duty truck, such as a dump or log truck, or other vehicle used for commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab.

Exhaust equipment described in this Subsection, including spark arresters and mufflers, shall be properly installed and constantly maintained in serviceable condition.

g. Tank Truck

The Contractor shall provide a tank truck or trailer, containing not less than 300 gallons of water during yarding, loading, land clearing, right of way clearing and mechanical treatment of slash.

A tank truck or trailer will not be required if power saw falling and bucking is the only operation.

Such tank truck or trailer shall be maintained in a serviceable condition and located within 10 minutes, round trip, from each project area during fire period and closed season.

H-131

The tank truck or trailer shall be equipped with a pump capable of discharging 20 gallons of water per minute, using a ¼-inch nozzle tip, through a 50 foot length of rubber lined hose. In addition, 500 feet of serviceable fabric jacket rubber lined hose of not less than 1 inch outside diameter, fitted with a nozzle capable of discharging a straight stream of ¼-inch diameter spray pattern, shall be immediately available for use. The tank, pump and at least 250 feet of hose and nozzle shall be connected and ready for use at all times.

If a trailer is used, it shall be equipped with a hitch to facilitate prompt movement. A serviceable tow vehicle shall be immediately available for attachment to the trailer and must meet the time requirements stated above. Such truck or trailer shall be equipped to operate for a minimum of 8 hours. Tank truck or trailer shall be available from the start of work to the end of the Fire Watch/Fire Security service.

h. Communications

The Contractor shall provide adequate 2-way communication facilities to report a fire to the Olympic National Forest within 15 minutes of detection. Report fires to the Olympic National Forest at 360-374-6522. FCC Regulations prohibit commercial use of Citizen Band (CB) radios (CBs are not considered adequate 2-way communications).

Communications shall be operable during all periods of contract operation.

3. Fire Tools

The Contractor shall furnish serviceable fire fighting tools at each job site location where activities are being conducted in a readily accessible fire tool box or compartment of sound construction with a hinged lid and hasp so arranged that the box can be secured or sealed. The box shall be red and marked "Fire Tools" in letters at least 1 inch high. It shall contain a minimum of:

(a) 2 axes or Pulaskis with a 32-inch handle;

(b) 3 adze eye hoes. One Pulaski may be substituted for one adze eye hoe;

(c) 3 long handled, round point shovels, size “O” or larger.

H-132

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M A003

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION/

SEDIMENT

CONTROL

BRIDGE DRAINAGE

ROADSIDE

FEATURES

SOIL NAIL

RETAINING

WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

MITIGATION ALLOWANCE

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL LPSM All ALL

A0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 600 60 660

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK) EACH 6 1 7

A0180 20101-0000 CLEARING AND GRUBBING ACRE 0.3 0.3

A0200 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH DIAMETER) EACH 1 1

A0220 20315-0000 SAWCUTTING PAVEMENT LNFT 42 42

A0240 20401-0000 ROADWAY EXCAVATION CUYD 347 43 390

A0260 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE C SQYD 100 100

A0280 20810-0000 SHORING AND BRACING LPSM All ALL

A0300 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 100 10 110

A0320 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6 CUYD 1,740 1,740

A0340 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 575 55 630

A0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 130 10 140

A0380 41201-0000 TACK COAT TON 0.26 0.04 0.30

A0400 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT

(20-FT SPAN x 18-FT RISE) LNFT 40 40

A0420 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0440 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 20

A0460 62301-0000 GENERAL LABOR HOUR 20

A0480 62502-0000 TURF ESTABLISHMENT SQYD 1,404 156 1,560

A0500 62632-0000 PLANTINGS (POLE PLANTINGS) LPSM All ALL

A0520 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 1,404 156 1,560

A0540 63309-0900 DELINEATOR, TYPE FLEXIBLE (BROWN) EACH 6 6

A0560 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 980 100 1,080

A0580 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 980 100 1,080

A0600 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE,

BI-DIRECTIONAL REFLECTIVE (YELLOW) EACH 3 3

A0620 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A0640 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 45 45

A0660 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 26 26

A0680 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE

A EACH 4 4

A003 Revised by Amendment A003 Amendment Review Date: 12/29/20 Report Date: 12/29/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-D ec

-2

:2

PM

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated Quantities

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ W

A J

EF

F

0( 1)

U pp er

H oh

R iv er R oa d

Ph as e 2\

Am en dm en ts \A

3\

[B -S he et s.

xl sm ]S he et

STATE PROJECT

B.1JEFF 91420(1)WA

SHEET

NUMBER

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M A003

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION/

SEDIMENT

CONTROL

BRIDGE DRAINAGE

ROADSIDE

FEATURES

SOIL NAIL

RETAINING

WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

MITIGATION ALLOWANCE

Bid

Schedule

A0700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE

B EACH 4 4

A0720 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE

C EACH 26 26

A0740 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A0760 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 2 2

A0780 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL

SYSTEM EACH 2 2

A0800 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 990 990

A0820 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

(PERIMETER) LNFT 620 60 680

A0840 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 318 318

A0860 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS,

SYMBOLS AND LETTERS (STOP LINE) SQFT 48 48

A0880 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,580 2,580

A0900 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1,820 1,820

A0920 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR DAY 224 224

A0940 64703-8000 MITIGATION, BANK STABILIZATION (WOOD BUFFER

w/ DOLOSSE) EACH 29 29

A0960 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 630 630

A0980 64704-1700 MITIGATION, BANK STABILIZATION (COARSE WOODY

DEBRIS) CUYD 11,600 11,600

A1000 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION (FLOW

DIVERSION) LPSM All ALL

Pay Item Description Unit

Estimated Quantities Remarks and/or Determination of Estimated

Quantity

-D ec -2

:2

PM

A003 Revised by Amendment A003 Amendment Review Date: 12/29/20 Report Date: 12/29/20

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S& E

R ev ie w

E ng in ee r\ R ev ie w s\ W

A J

EF

F

0( 1)

U pp er

H oh

R iv er R oa d

Ph as e 2\

Am en dm en ts \A

3\

[B -S he et s.

xl sm ]S he et

2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.2JEFF 91420(1)WA

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J SECTION K SECTION L SECTION M A003

TYPICAL

SECTIONS

PLAN &

PROFILE

APPROACH

ROADS

EROSION/

SEDIMENT

CONTROL

BRIDGE DRAINAGE

ROADSIDE

FEATURES

SOIL NAIL

RETAINING

WALL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

MITIGATION ALLOWANCE

Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL LPSM All ALL

B0140 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 600 60 660

B0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM (FILTER ROCK) EACH 6 1 7

B0180 20101-0000 CLEARING AND GRUBBING ACRE 0.3 0.3

B0200 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH DIAMETER) EACH 1 1

B0220 20315-0000 SAWCUTTING PAVEMENT LNFT 42 42

B0240 20401-0000 ROADWAY EXCAVATION CUYD 347 43 390

B0260 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1,

TYPE C SQYD 100 100

B0280 20810-0000 SHORING AND BRACING LPSM All ALL

B0300 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 100 10 110

B0320 25101-0600 PLACED RIPRAP, METHOD A, CLASS 6 CUYD 1,740 1,740

B0340 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 575 55 630

B0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 130 10 140

B0380 41201-0000 TACK COAT TON 0.26 0.04 0.30

B0400 60220-0000 PRECAST REINFORCED CONCRETE BOX CULVERT

(20-FT SPAN x 18-FT RISE) LNFT 40 40

B0420 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

B0440 62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 20

B0460 62301-0000 GENERAL LABOR HOUR 20

B0480 62502-0000 TURF ESTABLISHMENT SQYD 1,404 156 1,560

B0500 62632-0000 PLANTINGS (WETLAND BUFFER ENHANCEMENT

PLANTING MIX) LPSM All ALL

B0520 62632-0000 PLANTINGS (POLE PLANTINGS) LPSM All ALL

B0540 62632-0000 PLANTINGS (CHANNEL HABITAT PRESERVATION -

POLE PLANTING) LPSM All ALL

B0560 62632-0000 PLANTINGS (WETLAND CREATION PLANTING MIX) LPSM All ALL

B0580 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 1,404 156 1,560

B0600 63309-0900 DELINEATOR, TYPE FLEXIBLE (BROWN) EACH 6 6

B0620 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 980 100 1,080

B0640 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 980 100 1,080

B0660 63406-0400 RAISED PAVEMENT MARKER, PLOWABLE,

BI-DIRECTIONAL REFLECTIVE (YELLOW) EACH 3 3

Pay Item Description Unit

Estimated Quantities Remarks and/or…