Amendment A001.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)

A001 10/19/2023 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

69056723B000022

9B. DATED (SEE ITEM 11)

10/06/2023

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).

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

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 FLAP POLK MITCHELL(1), Mitchell Street and Black Road Reconstruction

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. A001, dated 10-19-2023 OR FLAP POLK MITCHELL(1)

Solicitation No. 69056723B000022 Mitchell Street and Black Road Reconstruction

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD

Page A-3, Block 13A. Revises bid opening time from 1400 to 1500.

BID SCHEDULE

Pages A-7 through A-20. Revises quantities for Line Item Nos. A0320, A0520, B0320, & B0520.

CONTRACT CLAUSES

CONTRACT CLAUSES

Page C-98, FAR Clause 52.236-4, Physical Data (Apr 1984). Revises list of physical data.

PLANS

Plan Sheet A.2 Revises Index for Sheets H.3-4, J.3-4, & J.7.

Plan Sheets B.1 through B.4 Revises quantities for Line Item Nos. A0320, A0520, B0320, & B0520.

Plan Sheet C.1 Deletes original & adds new detail for 6-inch asphalt curb.

Plan Sheet D.2 Revises quantities for Roadway Excavation & Embankment.

Plan Sheet D.4 Revises slope stake limits LT between 22+60 & 25+40.

Plan Sheet D.5 Deletes Sheet dated 09-11-23, & adds Sheet dated 10-18-23.

Plan Sheet D.6 Deletes Sheet dated 09-11-23, & adds Sheet dated 10-18-23.

Plan Sheet D.9 Adds “Relocated by others” callout.

Plan Sheet D.11 Revises callout pointers for driveway centerlines & slope stake limits; & adds callout for protect in place.

Plan Sheet G.5 Deletes Sheet dated 01-09-20, & adds Sheet dated 10-16-23.

Plan Sheet H.1 Deletes original Table for Item 25210-1000, & adds revised

Table for Item 25210-1000.

Plan Sheet H.3 Deletes Sheet dated 09-11-23, & adds Sheet dated 10-18-23.

Plan Sheet H.4 Deletes Sheet dated 09-11-23, & adds Sheet dated 10-18-23.

Plan Sheet H.5 Revises Note 2; & adds Note 5.

Plan Sheet J.3 Revises names of details & Sheet title.

Notice to Bidders: Please submit revised pages A-7 through A-20 with your bid.

Amendment No. A001, dated 10-19-2023 OR FLAP POLK MITCHELL(1)

Solicitation No. 69056723B000022 Mitchell Street and Black Road Reconstruction

PLANS (Continued)

Plan Sheet J.4 Deletes original & adds new detail; & revises Sheet name.

Plan Sheet J.7 Deletes Sheet dated 09-06-23, & adds Sheet dated 10-17-23.

Plan Sheet L.1 Deletes Curve Data West of Bridge.

Plan Sheet L.3 Deletes Curve Data West of Bridge.

ENCLOSURES

Pages:

A-3

A-7 through A-20

C-98

Plan Sheets:

A.2

B.1 through B.4

C.1

D.2 / D/4

D.5 dated 09-11-23

D.5 dated 10-18-23

D.6 dated 09-11-23

D.6 dated 10-18-23

D.9 / D.11

G.5 dated 01-09-20

G.5 dated 10-16-23

H.1

H.3 dated 09-11-23

H.3 dated 10-18-23

H.4 dated 09-11-23

H.4 dated 10-18-23

H.5

J.3 / J.4

J.7 dated 09-06-23

J.7 dated 10-17-23

L.1 / L.3

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Federal Highway Administration

FHWA WESTERN FED LANDS DIVISION

610 E FIFTH STREET

Vancouver WA 98661

690567

Federal Highway Administration

FHWA WESTERN FED LANDS DIVISION

610 E FIFTH STREET

Vancouver, WA 98661

a. NAME

ACQUISITIONS

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

360-619-7520

See Block 10 x69056723B000022

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

This solicitation is designated OR FLAP POLK MITCHELL(1), Mitchell Street and Black

Rock Road Reconstruction

IN STRICT ACCORDANCE WITH:

Federal Acquisition Regulations (FAR) and Transportation Acquisition Regulations

(TAR)

General Wage Decision

Special Contract Requirements

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO (If "YES", indicate within how many calendar days after award in Item 12b.)

10 calendar days and complete it within ________________ ________________ calendar days after receiving

* Page A-5

________________________ 11/07/2023

NSN 7540-01-155-3212

x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85) Prescribed by GSA FAR(48 CFR) 53.236-1(d)

A-3

10/06/2023

X

Revised by Amendment A001 rebekah.webb Cross-Out

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:OR FLAP POLK MITCHELL(1)

Project Name:Mitchell Street and Black Rock Road Reconstruction

Revised by Amendment A001

A - 8

Contract Quantity Pay Items

20421-0000 ROCK EXCAVATION

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

56401-1000 BEARING DEVICE, ELASTOMERIC

58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

61707-0000 STRUCTURE TRANSITION RAILING

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE

250 LNFT $____________ $____________

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,960 LNFT $____________ $____________

A0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

1,010 LNFT $____________ $____________

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM

28 EACH $____________ $____________

A0200 20101-0000 CLEARING AND GRUBBING

3.8 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 9

A0220 20301-1600 REMOVAL OF MAILBOX

1 EACH $____________ $____________

A0240 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

A0260 20301-2400 REMOVAL OF SIGN

6 EACH $____________ $____________

A0280 20302-0700 REMOVAL OF FENCE

160 LNFT $____________ $____________

A0300 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A001 A0320 20401-0000 ROADWAY EXCAVATION

3,300 CUYD $____________ $____________

A0340 20421-0000 ROCK EXCAVATION

32 CUYD $____________ $____________

A0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C

1,200 SQYD $____________ $____________

A0380 20801-0000 STRUCTURE EXCAVATION

570 CUYD $____________ $____________

A0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

48 CUYD $____________ $____________

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

185 CUYD $____________ $____________

A0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE)

766 CUYD $____________ $____________

A0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

580 CUYD $____________ $____________

A0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4

65 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A001 Revised by Amendment A001

A - 10

A0500 25126-0000 REMOVE AND RESET BOULDER

2 EACH $____________ $____________

A001 A0520 25210-1000 ROCKERY, IN-STREAM

9,050 SQFT $____________ $____________

A0540 30201-2000 ROADWAY AGGREGATE, METHOD 2

3,600 CUYD $____________ $____________

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

2,325 TON $____________ $____________

A0580 41201-0000 TACK COAT

5 TON $____________ $____________

A0600 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

231 CUYD $____________ $____________

A0620 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH)

558 LNFT $____________ $____________

A0640 55401-1000 REINFORCING STEEL

13,700 LB $____________ $____________

A0660 55401-2000 REINFORCING STEEL, EPOXY COATED

13,200 LB $____________ $____________

A0680 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

286 LNFT $____________ $____________

A0700 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE)

ALL LPSM $___LPSM_____ $____________

A0720 56401-1000 BEARING DEVICE, ELASTOMERIC

10 EACH $____________ $____________

A0740 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

7 CUYD $____________ $____________

A0760 60101-0000 CONCRETE

41 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 11

A0780 60201-0600 18-INCH PIPE CULVERT

88 LNFT $____________ $____________

A0800 60201-0800 24-INCH PIPE CULVERT

190 LNFT $____________ $____________

A0820 60201-1000 36-INCH PIPE CULVERT

90 LNFT $____________ $____________

A0840 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

960 LNFT $____________ $____________

A0860 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

1,150.0 LNFT $____________ $____________

A0880 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

6 EACH $____________ $____________

A0900 61707-0000 STRUCTURE TRANSITION RAILING

74 LNFT $____________ $____________

A0920 61901-0900 FENCE, BARBED WIRE, 4 STRAND

140 LNFT $____________ $____________

A0940 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A0960 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP

MINIMUM FLYWHEEL

20 HOUR $____________ $____________

A0980 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A1000 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A1020 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

1.3 ACRE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 12

A1040 62501-0000 TURF ESTABLISHMENT

1.3 ACRE $____________ $____________

A1060 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD)

960 EACH $____________ $____________

A1080 63302-0000 SIGN SYSTEM

20 SQFT $____________ $____________

A1100 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1)

18 EACH $____________ $____________

A1120 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2)

50 EACH $____________ $____________

A1140 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

13,950 LNFT $____________ $____________

A1160 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

14,020 LNFT $____________ $____________

A1180 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

56 EACH $____________ $____________

A1200 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

30 EACH $____________ $____________

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

A1240 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

4 EACH $____________ $____________

A1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

255 SQFT $____________ $____________

A1280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

440 HOUR $____________ $____________

A1300 64603-0200 FIXTURE, MAILBOX

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 13

A1320 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH)

368 LNFT $____________ $____________

A1340 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 14

Contract Quantity Pay Items

20421-0000 ROCK EXCAVATION

20801-0000 STRUCTURE EXCAVATION

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

55401-1000 REINFORCING STEEL

55401-2000 REINFORCING STEEL, EPOXY COATED

55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

56401-1000 BEARING DEVICE, ELASTOMERIC

58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

61707-0000 STRUCTURE TRANSITION RAILING

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

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 15705-0100 SOIL EROSION CONTROL, SILT FENCE

250 LNFT $____________ $____________

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,130 LNFT $____________ $____________

B0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

1,010 LNFT $____________ $____________

B0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM

56 EACH $____________ $____________

B0200 20101-0000 CLEARING AND GRUBBING

6.0 ACRE $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 15

B0220 20301-1600 REMOVAL OF MAILBOX

3 EACH $____________ $____________

B0240 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

B0260 20301-2400 REMOVAL OF SIGN

8 EACH $____________ $____________

B0280 20302-0700 REMOVAL OF FENCE

960 LNFT $____________ $____________

B0300 20304-2000 REMOVAL OF BRIDGE

ALL LPSM $___LPSM_____ $____________

A001 B0320 20401-0000 ROADWAY EXCAVATION

12,000 CUYD $____________ $____________

B0340 20421-0000 ROCK EXCAVATION

32 CUYD $____________ $____________

B0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C

1,200 SQYD $____________ $____________

B0380 20801-0000 STRUCTURE EXCAVATION

570 CUYD $____________ $____________

B0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1

48 CUYD $____________ $____________

B0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

185 CUYD $____________ $____________

B0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE)

766 CUYD $____________ $____________

B0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4

580 CUYD $____________ $____________

B0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4

65 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 16

B0500 25126-0000 REMOVE AND RESET BOULDER

2 EACH $____________ $____________

A001 B0520 25210-1000 ROCKERY, IN-STREAM

9,050 SQFT $____________ $____________

B0540 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL

2,252 SQFT $____________ $____________

B0560 25701-0000 CONTRACTOR FURNISHED WALL DESIGN (PRECAST CONCRETE BLOCK

RETAINING WALL)

ALL LPSM $___LPSM_____ $____________

B0580 30201-2000 ROADWAY AGGREGATE, METHOD 2

5,675 CUYD $____________ $____________

B0600 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

3,710 TON $____________ $____________

B0620 41201-0000 TACK COAT

6 TON $____________ $____________

B0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

231 CUYD $____________ $____________

B0660 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH)

558 LNFT $____________ $____________

B0680 55401-1000 REINFORCING STEEL

13,700 LB $____________ $____________

B0700 55401-2000 REINFORCING STEEL, EPOXY COATED

13,200 LB $____________ $____________

B0720 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL

286 LNFT $____________ $____________

B0740 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE)

ALL LPSM $___LPSM_____ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 17

B0760 56401-1000 BEARING DEVICE, ELASTOMERIC

10 EACH $____________ $____________

B0780 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE

7 CUYD $____________ $____________

B0800 60101-0000 CONCRETE

41 CUYD $____________ $____________

B0820 60201-0600 18-INCH PIPE CULVERT

88 LNFT $____________ $____________

B0840 60201-0800 24-INCH PIPE CULVERT

390 LNFT $____________ $____________

B0860 60201-1000 36-INCH PIPE CULVERT

90 LNFT $____________ $____________

B0880 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

960 LNFT $____________ $____________

B0900 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS

1,675.0 LNFT $____________ $____________

B0920 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

8 EACH $____________ $____________

B0940 61707-0000 STRUCTURE TRANSITION RAILING

74 LNFT $____________ $____________

B0960 61901-0900 FENCE, BARBED WIRE, 4 STRAND

940 LNFT $____________ $____________

B0980 61920-2000 REMOVE AND RESET GATE

2 EACH $____________ $____________

B1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

B1020 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND

BUCKET, 10 CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP

MINIMUM FLYWHEEL

20 HOUR $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 18

B1040 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

B1060 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

B1080 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

2.5 ACRE $____________ $____________

B1100 62501-0000 TURF ESTABLISHMENT

2.5 ACRE $____________ $____________

B1120 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD)

960 EACH $____________ $____________

B1140 63302-0000 SIGN SYSTEM

40 SQFT $____________ $____________

B1160 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1)

20 EACH $____________ $____________

B1180 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2)

55 EACH $____________ $____________

B1200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

21,050 LNFT $____________ $____________

B1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

20,950 LNFT $____________ $____________

B1240 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH

88 EACH $____________ $____________

B1260 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

30 EACH $____________ $____________

B1280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

B1300 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

4 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 19

B1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

255 SQFT $____________ $____________

B1340 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

440 HOUR $____________ $____________

B1360 64603-0200 FIXTURE, MAILBOX

3 EACH $____________ $____________

B1380 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH)

590 LNFT $____________ $____________

B1400 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Alternate

Project No:OR FLAP POLK MITCHELL(1)

A - 20

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - (Pages A-8 through A-13)

Submitted By: ________________________________

Schedule Bid Total

Schedule B - (Pages A-14 through A-19)

Submitted By: ________________________________

Bid Schedule

Project No:OR FLAP POLK MITCHELL(1)

C-98

Hydrological data consisting of flow rates, water surface elevations, velocities, and hydraulic permit information may be inspected at Western Federal Lands Highway Division, Contracts Section, 610 East Fifth Street, Vancouver, Washington 98661.

Geotechnical data, design data, and environmental information consisting of the following, will be posted with the solicitation.

ora-polk-mitchell1_Bridge_TSL_Hydraulics_Memo-combined-v1.pdf ora-polk-mitchell1_Little Luckiamute Creek Bridge Inspection Report - 2022.pdf ora-polk-mitchell1_BLM Oversized-Overweight Permit Load Request.pdf ora-polk-mitchell1_GR 7-20 Final Foundation Report OR Polk 2016(1) Little Luckiamute Bridge.pdf ora-polk-mitchell1_GR11-21 Final Geotech Report OR Polk 2016(1) Mitchell St to Black Rock.pdf ora-polk-mitchell1_Earthwork_COR1A.pdf ora-polk-mitchell1_Earthwork_COR1B.pdf ora-polk-mitchell1_Earthwork_COR1C.pdf ora-polk-mitchell1_Earthwork_COR2.pdf ora-polk-mitchell1_Earthwork_COR3.pdf ora-polk-mitchell1_MSBR_Horizontal Alignment Report.pdf ora-polk-mitchell1_MSBR_Superelevation Report.pdf ora-polk-mitchell1_MSBR_Vertical Alignment Report.pdf OR FLAP POLK MITCHELL_CompiledESCP_Final_signed.pdf Physical Data.zip ora-polk-mitchell1_controlsheet.xlsx ora-polk-mitchell1_existing-ground-surface.xml ora-polk-mitchell1_MSBR_HA and VA.xml

52.236-5 Material and Workmanship (Apr 1984)

(a) All equipment, material, and articles incorporated into the work covered by this contract shall be new and of the most suitable grade for the purpose intended, unless otherwise specifically provided in this contract. References in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard of quality and shall not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this contract.

Contract Clauses Project: OR FLAP POLK MITCHELL(1), Mitchell Street and Black Rock Road Reconstruction

(16) A001_ora-polk-mitchell1_Wall01_HA-VA.pdf (17) A001_ora-polk-mitchell1_MSB_TempBrd_HA-VA.pdf

(18) A001_ora-polk-mitchell1_MSB_TempBrd_EW.pdf (19) A001_ora-polk-mitchell1_MSB_TempBrd_XS.pdf

(21) A001_ora-polk-mitchell1_MSBR_EW_cor1b.pdf(20) A001_ora-polk-mitchell1_MSBR_EW_cor1a.pdf

(22) A001_ora-polk-mitchell1_MSBR_XS.pdf

(23) A001_Physical Data.zip

(i) A001_ora-polk-mitchell1_3D_Breaklines.dxf (ii) A001_ora-polk-mitchell1_Wall01_HA-VA.xml

(iii) A001_ora-polk-mitchell1_FinSurf_cor1a.xml (iv) A001_ora-polk-mitchell1_FinSurf_cor1b.xml

(v) A001_ora-polk-mitchell1_FinSurf_cor1c1.xml (vi) A001_ora-polk-mitchell1_FinSurf_cor1c2.xml

(vii) A001_ora-polk-mitchell1_FinSurf_cor1c3.xml (viii) A001_ora-polk-mitchell1_FinSurf_cor1c4.xml

(ix) A001_ora-polk-mitchell1_FinSurf_cor1c5.xml (x) A001_ora-polk-mitchell1_FinSurf_cor2-1.xml

(xi) A001_ora-polk-mitchell1_FinSurf_cor2-2.xml (xii) A001_ora-polk-mitchell1_FinSurf_cor3-1.xml

(xiii) A001_ora-polk-mitchell1_FinSurf_cor3-2.xml (xiv) A001_ora-polk-mitchell1_FinSurf_cor3-3.xml

(xv) A001_ora-polk-mitchell1_FinSurf_cor3-4.xml

(xvi) A001_ora-polk-mitchell1_MSB_TempBrd_HA-VA.xml

H.3-4 ROCKERY IN-STREAM - 200+00 TO 209+00

H.5 PRECAST CONCRETE BLOCK RETAINING WALL DETAILS

DETOUR ROAD DIVERSION TYPICAL SECTION

ROAD DIVERSION PLAN AND PROFILE

Sheet and Description

Section D Section E Section F Section G Section H Section J Section K Section L

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

Temporary Traffic Control

Permanent Traffic Control

Bridge 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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 238 12 250

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,864 96 1,960

A0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LNFT 953 57 1,010

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 23 5 28

A0200 20101-0000 CLEARING AND GRUBBING ACRE 3.6 0.2 3.8

A0220 20301-1600 REMOVAL OF MAILBOX EACH 1 1

A0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0260 20301-2400 REMOVAL OF SIGN EACH 6 6

A0280 20302-0700 REMOVAL OF FENCE LNFT 150 10 160

A0300 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A001 A0320 20401-0000 ROADWAY EXCAVATION CUYD 2,997 303 3,300

A0340 20421-0000 ROCK EXCAVATION CUYD 32 32 Contract Quantity

A0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C SQYD 1,088 112 1,200

A0380 20801-0000 STRUCTURE EXCAVATION CUYD 570 570 Contract Quantity

A0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 40 8 48

A0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 166 19 185

A0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE) CUYD 697 69 766

A0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 520 60 580

A0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4 CUYD 57 8 65

A0500 25126-0000 REMOVE AND RESET BOULDER EACH 2 2

A001 A0520 25210-1000 ROCKERY, IN-STREAM SQFT 8,588 462 9,050

A0540 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 3,397 26 177 3,600

A0560 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2,210 115 2,325

A0580 41201-0000 TACK COAT TON 4 1 5

A0600 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 231 231 Contract Quantity

A0620 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH) LNFT 558 558

A0640 55401-1000 REINFORCING STEEL LB 13,700 13,700 Contract Quantity

A0660 55401-2000 REINFORCING STEEL, EPOXY COATED LB 13,200 13,200 Contract Quantity

A0680 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL LNFT 286 286 Contract Quantity

A0700 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE) LPSM All ALL

A0720 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 10 10 Contract Quantity

A0740 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE CUYD 7 7 Contract Quantity

A0760 60101-0000 CONCRETE CUYD 41 41

A0780 60201-0600 18-INCH PIPE CULVERT LNFT 80 8 88

A0800 60201-0800 24-INCH PIPE CULVERT LNFT 172 18 190

MileStone: Amendment A001 Report Date: 10/18/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-O ct

-2

8:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

C pw -w or k\ d0

Sh ee ts

B .1 t hr ou gh

B .4

.x ls m ]S he et

PROJECT

B.1OR FLAP POLK MITCHELL(1)

SHEET

NUMBER

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

Temporary Traffic Control

Permanent Traffic Control

Bridge Allowance Bid Schedule

A0820 60201-1000 36-INCH PIPE CULVERT LNFT 82 8 90

A0840 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 934 26 960

A0860 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 1,125.0 25.0 1,150.0

A0880 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 6 6

A0900 61707-0000 STRUCTURE TRANSITION RAILING LNFT 74 74 Contract Quantity

A0920 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 131 9 140

A0940 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0960 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET, 10

CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL HOUR 20

A0980 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

A1000 62301-0000 GENERAL LABOR HOUR 80

A1020 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH ACRE 1.2 0.1 1.3

A1040 62501-0000 TURF ESTABLISHMENT ACRE 1.2 0.1 1.3

A1060 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD) EACH 960 960

A1080 63302-0000 SIGN SYSTEM SQFT 19 1 20

A1100 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1) EACH 16 2 18

A1120 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2) EACH 47 3 50

A1140 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 13,880 70 13,950

A1160 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 13,880 140 14,020

A1180 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 56 56

A1200 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 30 30

A1220 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 1

A1240 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 4 4

A1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 229 26 255

A1280 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 440 440

A1300 64603-0200 FIXTURE, MAILBOX EACH 1 1

A1320 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH) LNFT 350 18 368

A1340 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION LPSM All ALL

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

C pw -w or k\ d0

Sh ee ts

B .1 t hr ou gh

B .4

.x ls m ]S he et

2)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

8:

P M

MileStone: Amendment A001 Report Date: 10/18/23

PROJECT

B.2OR FLAP POLK MITCHELL(1)

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

Temporary Traffic Control

Permanent Traffic Control

Bridge 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 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 238 12 250

B0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 3,921 209 4,130

B0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LNFT 953 57 1,010

B0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 53 3 56

B0200 20101-0000 CLEARING AND GRUBBING ACRE 5.8 0.2 6.0

B0220 20301-1600 REMOVAL OF MAILBOX EACH 3 3

B0240 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

B0260 20301-2400 REMOVAL OF SIGN EACH 8 8

B0280 20302-0700 REMOVAL OF FENCE LNFT 909 51 960

B0300 20304-2000 REMOVAL OF BRIDGE LPSM All ALL

A001 B0320 20401-0000 ROADWAY EXCAVATION CUYD 10,883 1,117 12,000

B0340 20421-0000 ROCK EXCAVATION CUYD 32 32 Contract Quantity

B0360 20702-0300 GEOTEXTILE FILTER, CLASS 1, TYPE C SQYD 1,088 112 1,200

B0380 20801-0000 STRUCTURE EXCAVATION CUYD 570 570 Contract Quantity

B0400 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 40 8 48

B0420 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 166 19 185

B0440 25101-0500 PLACED RIPRAP, METHOD A, CLASS 5 (BANK STONE) CUYD 697 69 766

B0460 25101-2400 PLACED RIPRAP, METHOD B, CLASS 4 CUYD 520 60 580

B0480 25110-2400 GROUTED RIPRAP, METHOD B, CLASS 4 CUYD 57 8 65

B0500 25126-0000 REMOVE AND RESET BOULDER EACH 2 2

A001 B0520 25210-1000 ROCKERY, IN-STREAM SQFT 8,588 462 9,050

B0540 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL SQFT 2,140 112 2,252

B0560 25701-0000 CONTRACTOR FURNISHED WALL DESIGN (PRECAST CONCRETE BLOCK RETAINING

WALL) LPSM ALL

B0580 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 5,341 55 279 5,675

B0600 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 3,528 182 3,710

B0620 41201-0000 TACK COAT TON 5 1 6

B0640 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 231 231 Contract Quantity

B0660 55302-3700 PRECAST, PRESTRESSED CONCRETE DECKED BULB TEE GIRDER (60-INCH) LNFT 558 558

B0680 55401-1000 REINFORCING STEEL LB 13,700 13,700 Contract Quantity

B0700 55401-2000 REINFORCING STEEL, EPOXY COATED LB 13,200 13,200 Contract Quantity

B0720 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL LNFT 286 286 Contract Quantity

B0740 56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE) LPSM All ALL

B0760 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 10 10 Contract Quantity

B0780 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE CUYD 7 7 Contract Quantity

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number

C pw -w or k\ d0

Sh ee ts

B .1 t hr ou gh

B .4

.x ls m ]S he et

3)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

8:

P M

MileStone: Amendment A001 Report Date: 10/18/23

PROJECT

B.3OR FLAP POLK MITCHELL(1)

Plan & Profile

Approach Road and Driveways

Erosion Control Drainage Walls

Temporary Traffic Control

Permanent Traffic Control

Bridge Allowance Bid Schedule

B0800 60101-0000 CONCRETE CUYD 41 41

B0820 60201-0600 18-INCH PIPE CULVERT LNFT 80 8 88

B0840 60201-0800 24-INCH PIPE CULVERT LNFT 364 26 390

B0860 60201-1000 36-INCH PIPE CULVERT LNFT 82 8 90

B0880 60901-2300 CURB, ASPHALT, 6-INCH DEPTH LNFT 934 26 960

B0900 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 1,625.0 50.0 1,675.0

B0920 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 8 8

B0940 61707-0000 STRUCTURE TRANSITION RAILING LNFT 74 74 Contract Quantity

B0960 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 887 53 940

B0980 61920-2000 REMOVE AND RESET GATE EACH 2 2

B1000 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

B1020 62201-0700 BACKHOE LOADER, 1 CUBIC YARD MINIMUM CAPACITY FRONTEND BUCKET, 10

CUBIC FOOT MINIMUM CAPACITY BACKHOE BUCKET, 90 HP MINIMUM FLYWHEEL HOUR 20

B1040 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

B1060 62301-0000 GENERAL LABOR HOUR 80

B1080 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH ACRE 2.3 0.2 2.5

B1100 62501-0000 TURF ESTABLISHMENT ACRE 2.3 0.2 2.5

B1120 62635-3000 CUTTINGS, WILLOW POLE (SINGLE GROUP METHOD) EACH 960 960

B1140 63302-0000 SIGN SYSTEM SQFT 37 3 40

B1160 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 4, ALT 1) EACH 19 1 20

B1180 63309-0900 DELINEATOR, TYPE FLEXIBLE (TYPE 2) EACH 50 5 55

B1200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 20,844 206 21,050

B1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 20,844 106 20,950

B1240 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 88 88

B1260 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 30 30

B1280 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 1

B1300 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM EACH 4 4

B1320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 229 26 255

B1340 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 440 440

B1360 64603-0200 FIXTURE, MAILBOX EACH 3 3

B1380 64631-0000 ROADSIDE DEVELOPMENT (TREATMENT DITCH) LNFT 561 29 590

B1400 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION LPSM All ALL

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number

C pw -w or k\ d0

Sh ee ts

B .1 t hr ou gh

B .4

.x ls m ]S he et

4)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-O ct -2

8:

P M

MileStone: Amendment A001 Report Date: 10/18/23

PROJECT

B.4OR FLAP POLK MITCHELL(1)

DETAI

L N

OT-I

N-

CONTRACT

1,272 1,409 1,468 1,605

3,092 2,997 10,978 10,883

Revised by Amendment A0011

1 Revised by Amendment A001

SH

EET

SU

PER

CED

ED

B

Y

SH

EET

D .5 D

A

TED

0-

-2

EET

SU

PER

CED

ED

B

Y

SH

EET

D .6 D

A

TED

0-

-2

101° 21.3

8'

T

CP

T

T

N be constructed

"MSBR" Line to

Construction limits

Slope stake limits

Removal of fence

53+79 to 55+78 LT see section M for details

Fence, barbed wire, 4 strand, 53+79 to 55+78 LT sheet D.3

Detail on

See Connection

49+04.47

Relocated by others Relocated by others

Existing ground

Profile grade

Profile Grade

Existing ground

RESUME CONSTRUCTION

1 evised by Amendment A001R

BLACK ROCK ROAD

S75°13'36"E e = 0.038

'210.66L =

'108.36T =

'365.00R =

(RT)33°04'07"Δ =

49+69.38PI

.4

P C

.6

T

49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50

436 436

438 438

440 440

442 442

444 444

446 446

448 448

450 450

452 452

454 454

456 456

458 458

460 460

462 462

464 464

466 466

48+80 53+80

49+30 to 53+34 RT, Guardrail System MGS, Type 2, Class A Steel Posts, see Section I for details T T

49+04 to 53+32 RT, Precast concrete block retaining wall, see Section H for details

49+04 to 49+15 LT Roadside development (treatment ditch), see Section G for details

+7.8 0%

+7.8 0%

.4

.0

' VC140

18K =

'121HLSD =

54+00 54+50

452 452

454 454

456 456

458 458

460 460

462 462

464 464

466 466

468 468

472 472

474 474

476 476

478 478

480 480

482 482

484 484

486 486

.0

.0

' VC350

34K =

'271SSD =

NOTE:

2. Black Rock Road changes to Mitchell Street at 56+49.67.

than the Construction centerline.

Not the Right-Of-Way and Temporay Construction Easement centerline is different

1. See Phsical Data for Right-Of-Way and Temporary Construction Easement information.

49+04.47

OR FLAP POLK MITCHELL(1)

El= 436.1029 E=7438045.668 N=452693.867

LEGEND:

Terminal Section, Type tangentT

:0

A

M

O c to b e r

M S

B R

P la n c p w

-w o rk \d

\o ra -p o lk

-m it c h e ll p ln p p

.d g n

48+80 to 54+60

PLAN AND PROFILE

STATE PROJECT

NUMBER

OR FLAP POLK MITCHELL(1) D.9

for details see Section 622

Protect in place, 1 1

EET

SU

PER

CED

ED

B

Y

SH

EET

G .5 D

A

TED

0-

-2

TABLE N

OT-IN

-CONTRACT

EET

SU

PER

CED

ED

B

Y

SH

EET

H .3 D

A

TED

0-

-2

18107

18108

C P

18107

18108N

Construction limit

Slope stake limit

"WALL01" Line to be constructed see Section D for details

Guardrail, Proposed edge of pavement

OHWM

Existing ground

Control line / bottom of wall

"WALL01" 200+23.17 to 203+22.05 = "MAIN01" 22+60 to 25+75, 14.67' LT, Rockery, In-Stream

Top of wall

ROCKERY, IN-STREAM

BEGIN

1 evised by Amendment A001R

ROCKERY, IN-STREAM

END

N38°5 7'53

"E

N47°33'23"E

'122.16L =

'61.19T =

'814.67R =

(RT)08°35'30"Δ =

203+61.39PI

'231.74L = '133.77T = '185.33R =

(LT)71°38'29"Δ =

201+33.77PI

.7

.1

.3

0+

.0

POB

200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50

-1.00% -4.50%

-10.00%

-1.00%

.0

.0

.2

.0

.0

.0

.9

.0

.6

L

.5

H

' VC25

2K =

'121SSD =

' VC50

4K =

'109SSD =

' VC45

2K =

'35HLSD =

' VC100

11K =

'87HLSD = 4

.0

"MAIN01" 22+60.00, 14.67' LT

"WALL01" 200+23.17, 0.0' =

El=460.74

E=7435810.575

N=452629.679

El=454.41

E=7436054.789

N=452763.427

"MAIN01" 25+75.00, 14.67' LT

"WALL01" 203+22.05, 0.0' =

:3

O c to b e r

R O

C K

E R

Y I N

-S T

R E

A M

T

O p w

-w o rk \d

\o ra -p o lk

-m it c h e ll

P

L N

H

.d g n

205+00

ROCKERY IN-STREAM - 200+00 TO

STATE PROJECT

NUMBER

OR FLAP POLK MITCHELL(1) H.3

EET

SU

PER

CED

ED

B

Y

SH

EET

H .4 D

A

TED

0-

-2

P

18106

C P

T

C P

18106

C P

NConstruction limit Slope stake limit

"WALL01" Line to be constructed see Seciton D for details

Guardrail, OHWM

Proposed edge of pavement

Control line / bottom of wall

Existing ground

"WALL01" 204+93.86 to 208+65.15 = "MAIN01" 27+45 to 31+10, 14.67' LT, Rockery, In-Stream

Top of wall

1 evised by Amendment A001R

ROCKERY, IN-STREAM

BEGIN

ROCKERY, IN-STREAM

END

N47°33'23"E

'381.74L =

'242.10T =

'244.67R =

(RT)89°23'42"Δ =

210+02.25PI

205+00 205+50 206+00

-6.00% -6.00%

.3

.0

.7

.0

' VC50

33K =

'744SSD =

' VC50

8K =

'82HLSD =

205+00 205+50 206+00

-6.00% -6.00%

.3

.0

.7

.0

' VC50

33K =

'744SSD =

' VC50

8K =

'82HLSD =

205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50 209+00 209+50 210+00

+0.00% +8.20% -1.40%

+0.00% +8.20%

.5

.0

.7

.0

.0

.7

H

' VC50

5K =

'137SSD =

' VC50

6K =

'63HLSD =

El=450.73

E=7436177.223

N=452883.752

"MAIN01" 27+45.00, 14.67' LT

"WALL01" 204+93.86, 0.0' =

El=450.33

E=7436463.832

N=453115.797

"MAIN01" 31+10, 14.67' LT

"WALL01" 208+65.15, 0.0' =

:3

O c to b e r

R O

C K

E R

Y I N

-S T

R E

A M

T

O p w

-w o rk \d

\o ra -p o lk

-m it c h e ll

P

L N

H

.d g n

209+00

ROCKERY IN-STREAM - 204+90 TO

STATE PROJECT

NUMBER

OR FLAP POLK MITCHELL(1) H.4

NOTE:

Do not step top of wall.

(i.e. wall profile is tilted to match roadway profile).

Design and construct top of wall "at-grade" with roadway with standard coupling bands or by other approved means.

according to Subsection 605.03. Hold the screen securely in place

Cover the end of the wall underdrain system outlet pipes with screen current cross sections taking in the field by the Contractor.

footing elevations, and all other necessary final details on

Base the exact retaining wall heights, footing step dimensions, of wall elevations, and offset from centerline.

See roadway cross section sheets for top of wall elevation, bottom will be allowed. Contractor to provide wall design per Section 257.

Top of wall will be as shown on the wall layout drawing. No steps

See Section 254.

5.

4.

3.

2.

1.

TEMPORARY ROAD DIVERSION TYPICAL SECTION

TEMPORARY ROAD DIVERSION TYPICAL SECTION

ROAD DIVERSION

TYPICAL SECTION (SHEET 1 OF 2)

DETAIL

NOT-IN

-CONTRACT

ROAD DIVERSION

TYPICAL SECTION (SHEET 2 OF 2)

EET

SU

PER

CED

ED

B

Y

SH

EET

J.

D A

TED

0-

-2

CP

T

P

CP

N to be constructed

Temporary line stake limits

Temporary slope barriers

Temporary concrete

R iv e r

L ittle L u ck ia m u te

(Temporary bridge)

Temporary support structure

502+11.59 to 503+14.78

Profile grade

Existing ground

BEGIN DIVERSION

END DIVERSION

El= 436.866

E= 7437430.424

N= 452575.837

505+42.28 Crash cushion

Temporary Traffic Control, barricade type 3

Temporary Traffic Control, Drums

Temporary Traffic Control, Crash cushion

Temporary Traffic Control, Drums

Temporary Traffic Control, barricade type 3

Temporary Traffic Control, Crash cushion

Temporary Traffic Control, Crash cushion

Control, Temporary Traffic

F lo w

1 evised by Amendment A001R

S37°06'42"E S8 9°4

5'0 6"E

S45°58'21"E

S80° 22'02

"E e = 0.020

'118.43L =

'62.28T =

'155.00R =

(RT)43°46'45"Δ =

503+77.06PI

e = 0.020 '142.41L = '76.67T = '155.00R =

(LT)52°38'24"Δ =

501+21.70PI e = 0.020

'93.05L = '47.97T = '155.00R =

(LT)34°23'42"Δ =

505+19.17PI

.4

.2

.7

.2

.4

P O

E

1 5

3 5

5 5

500+50 501+00 501+50 502+00 502+50 503+00 503+50 504+00 504+50 505+00 505+50 506+00

422 422

424 424

426 426

428 428

430 430

432 432

434 434

436 436

438 438

440 440

442 442

444 444

446 446

448 448

450 450

452 452

454 454

-1.00%

-2.25%

-1.00%

.4

.2

.7

.9

' VC100

80K =

'913SSD =

' VC100

67K =

'INFHLSD =

501+24.10

El=443.499 E=7437046.812 N=452695.515

:1

O c to b e r

M S

B

T e m p

B rd

A L

G

T e m p

B ri d g e

P la n

S h e e t] p w

-w o rk \d

\o ra -p o lk

-m it c h e ll

P

L N

J .0

.d g n

PLAN AND PROFILE

TEMPORARY ROAD DIVERSION

STATE PROJECT

NUMBER

OR FLAP POLK MITCHELL(1) J.7