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 02/17/2026 N/A OR FS DSHUT601 60(1), Road 60

Improvements, MP 0 - 1.0

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

69056725B000011

9B. DATED (SEE ITEM 11)

12/31/2025

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

(__X ) is extended, ( ) 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 FS DSHUT601 60(1), Road 60 Improvements, MP 0 - 1.0

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 02/17/2026 OR FS DSHUT601 60(1)

Solicitation No. 69056725B000011 Road 60 Improvements, MP 0 – 1.0

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD

Page A-3, Block 13A. Revises bid opening date from 02/19/2026 to 02/24/2026. Bid opening time changed from 1400 to 1430 PT.

BID SCHEDULE

Page A-7 through A-10. Deletes item A0320, 62501-0000 Turf Establishment. Adds item A0510, 63506-0600 Temporary Traffic Control, Pilot Car.

SPECIAL CONTRACT REQUIREMENTS

Page F-1. Revises subsection 304.03 General (Construction Requirements).

Page F-6. Section 625- Turf Establishment. Removes subsections 625.03 General, 625.05

Watering, 625.06 Fertilizing, 625.07 Seeding, and 625.08 Mulching.

PLANS

Plan sheet B.1 Revises Sheet, Summary of Quantities

Plan sheet C.1 Revises sheet, Typical Section Main 01

Plan sheet C.2 Revises sheet, Typical Section – APPR 01 & APPR 02

Plan sheet D.1 Revises sheet, Tabulation of Plan Quantities

Plan sheet F.1 Revises sheet, Tabulation of Temporary Traffic Control Quantities

ENCLOSURES

Pages:

A-3

A-7 through A-10

F-1

F-6

Plan Sheets:

B.1

C.1

C.2

D.1

F.1

New bid opening date: 02/24/2026

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

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 8. ADDRESS OFFER TO

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 x

12/31/2025

69056725B000011

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

This solicitation is designated OR FS DSHUT601 60(1), Road 60 Improvements, MP 0 -1.0

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 within

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

________________________ 02/11/2026

NSN 7540-01-155-3212

x 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. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

A-3

02/19/2026

Revised by Amendment A002

__________02/24/2026

Revised by Amendment A003

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

A-7Bid Schedule Project: OR FS DSHUT601 60(1), Road 60 Improvements, MP 0 - 1.0

Revised by Amendment A003

BID SCHEDULE

Project No : OR FS DSHUT601 60(1) Schedule : A

Project Name : Road 60 Improvements, MP 0 - 1.0 Schedule Type : Base

Contract Quantity Pay Items

No Contract Quantity Pay Items

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION ALL LPSM

A0040 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

A0060 15301-0000 CONTRACTOR

QUALITY CONTROL ALL LPSM

A0080 15401-0000 CONTRACTOR

TESTING ALL LPSM

A0100 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

A0120 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

90.000 LNFT

A0140 30402-5300

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

16,244.000 SQYD

A0160 40301-0100 ASPHALT CONCRETE

PAVEMENT, TYPE 1 2,240.000 TON

A0180 41201-0000 TACK COAT 7.000 TON

A0200 41301-0000 ASPHALT PAVEMENT

MILLING 258.000 SQYD

A0220 60704-0000 CLEANING CULVERT

IN PLACE

(12-INCH) 1.000 EACH

A0240 60704-0000 CLEANING CULVERT

IN PLACE

(18-INCH) 1.000 EACH

A0260 62201-0050

DUMP TRUCK, 5

CUBIC YARD MINIMUM

CAPACITY

80.000 HOUR

A0280 62201-0450

BACKHOE LOADER, 4

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 18-INCH

WIDTH

80.000 HOUR

A0300 62301-0000 GENERAL LABOR 40.000 HOUR

A003 A0320 62501-0000 TURF

ESTABLISHMENT 1.400 ACRE

A0340 62901-0600

ROLLED EROSION

CONTROL PRODUCT,

TYPE 2.B

45.000 SQYD

A0360 63302-0000 SIGN SYSTEM 25.000 SQFT

A0380 63401-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

(WHITE, STOP LINE)

206.000 LNFT

A0400 63401-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

(YELLOW)

6,500.000 LNFT

A0420 63401-0400

PAVEMENT

MARKINGS, TYPE B,

BROKEN

(YELLOW)

5,590.000 LNFT

A0440 63401-0450

PAVEMENT

MARKINGS, TYPE B,

DOTTED

(WHITE)

616.000 LNFT

A-8Bid Schedule

A0460 63502-1250

TEMPORARY TRAFFIC

CONTROL, TUBULAR

MARKER, TYPE 42-

INCH

85.000 EACH

A0480 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

149.000 SQFT

A0500 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 480.000 HOUR

A003 A0510 63506-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 240.000 HOUR

Submitted By: Schedule Total:

A-9Bid Schedule

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - Base $

A-10Bid Schedule

F-1

Special Contract Requirements

Project: OR FS DSHUT601 60(1), Road 60 Improvements, MP 0 - 1.0

DIVISION 300

AGGREGATE AND BASE COURSES

Section 304. — FULL DEPTH RECLAMATION

Description

304.01 Delete the first sentence and substitute the following:

This work consists of placing crushed aggregate, pulverizing an existing pavement and base in-place, mixing this material with water, and shaping and compacting the mix to produce a base.

Construction Requirements

304.03 General. Delete the second paragraph and substitute the following:

Before pulverizing, remove and dispose of unsuitable material as directed by the CO. Replace unsuitable material with crushed aggregate according to Subsection 304.04. Before pulverizing, Pplace 2” of crushed aggregate on existing roadway surface.

304.04 Adding Crushed Aggregate. Delete the first sentence and substitute the following:

After replacing unsuitable material, add crushed aggregate to bring the finished surface to the established line, grade, and cross-section.

Measurement

304.11. Delete the second paragraph.

F-6 DIVISION 600

Special Contract Requirements

Project: OR FS DSHUT601 60(1), Road 60 Improvements, MP 0 - 1.0

Section 625. — TURF ESTABLISHMENT

08/01/14–FP14

Construction Requirements

625.03 General. Delete the text of this Subsection and substitute the following:

Apply turf establishment to finished slopes and ditches between September 15 and November 15.

Do not apply turf establishment during windy weather or when the ground is excessively wet, frozen, snow covered, extremely dry, cloddy, hard pan, or not friable.

625.05 Watering. Delete the text of this Subsection.

625.06 Fertilizing. Add the following to paragraph (b):

Apply fertilizer at the rate of 1500 pounds per slurry unit. Fertilize areas inaccessible to hydraulic-type equipment by hand.

625.07 Seeding. Add the following to paragraph (b):

Apply the seed at the rate of 20 pounds of live seed per acre.

625.08 Mulching. Delete the second and third paragraphs of paragraph (b) and substitute the following:

Apply 100 percent virgin wood fiber and plant based tackifier at manufacture’s rate per slope at a rate of 3000 pounds per acre upon completion of seeding and fertilizing applications. This rate does not apply to mulch for tracer applied under Subsection 625.07 (b), Seeding, Hydraulic

Method.

Sheet and Description

Section D Section E Section F Section G

Plan and Profile

Soil Erosion Control

Temporary Traffic Control

Permanent Traffic Control

BID

SCHEDULE

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 80 10 90

A0140 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH SQYD 14744 1500 16244

A0160 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2133 107 2240

A0180 41201-0000 TACK COAT TON 6 1 7

A0200 41301-0000 ASPHALT PAVEMENT MILLING SQYD 244 14 258

A0220 60704-0000 CLEANING CULVERT IN PLACE,(12-INCH) EACH 1 1

A0240 60704-0000 CLEANING CULVERT IN PLACE,(18-INCH) EACH 1 1

A0260 62201-0050 DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY HOUR 80

A0280 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 80

A0300 62301-0000 GENERAL LABOR HOUR 40

A003 A0320 62501-0000 TURF ESTABLISHMENT ACRE 1.24 0.16 1.4

A0340 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B SQYD 40 5 45

A0360 63302-0000 SIGN SYSTEM SQFT 25 25

A0380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(WHITE, STOP LINE) LNFT 186 20 206

A0400 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(YELLOW) LNFT 5900 600 6500

A0420 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN,(YELLOW) LNFT 5320 270 5590

A0440 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED,(WHITE) LNFT 560 56 616

A0460 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 79 6 85

A0480 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 138 11 149

A0500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 480 480

A003 A0510 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 240 240

PAY ITEM

NUMBER

LINE

ITEM

NO.

c:

\p w _w or k_ w fl\ d0 m w -s um m ar y-qu an tit ie s_

0% .x ls m

]S he et

-F eb

-2

1:

P

M

A M E N D

SUMMARY OF QUANTITIES

A003 Revised by Amendment A003 Report Date: 02/11/26

Remarks and/or Determination of Estimated Quantity

Estimated Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B.1OR FS DSHUT601 60(1)

SHEET

NUMBER

DETAIL

PAVEMENT TRANSITION

50'

Existing surface course

Existing base course pavement milling

Asphalt with tack coat between lifts

3-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 1 Saw cut

Tack coat existing and proposed

Tack coat between

Existing ground

1:

3 1:3 with tack coat between lifts placed in two equal lifts

3-inch compacted depth, Asphalt concrete pavement, type 1

Crushed aggregate, 2-inch depth and Protect

Lumen, Preserve location varies, Communication utility, LC

Preserve and Protect

Midstate Electric, location varies, Electric utility, method 2, 6-inch depth

Full depth reclamation, 1:12 tack coat between lifts placed in two equal lifts with type 1, 3-inch compacted depth, Asphalt concrete pavement, existing and proposed

Tack coat between

Saw cut course

Existing surface course

Existing base

C o n s tr u c ti o n l im it

C o n s tr u c ti o n

L im it C o n s tr u c ti o n

L im it

Revised by Amendment A001

5'

Revised by Amendment A003

"MAIN 01" 62+50 to 63+00

"APPR 02" 700+68.09 to 701+18.11

"APPR 01" 500+48.93 to 500+98.93

"MAIN 01" 9+60 to 10+10

10+10 to 62+50

"MAIN 01"

Traveled lane

Existing pavement width Existing pavement width

Match Existing

Traveled lane

Match Existing

Turf establishment Turf establishment

5'

12'12'

1.5' 11' 11' 1.5' 5'

9+60 to 12+30

"MAIN 01"

5'

:5

A

M

F e b r u a r y

T y p ic a l

S e c ti o n c p w w o r k w f l\ d

\o r f d s h u t6 p la n ty p

.d g n

MAIN 01TYPICAL SECTION

PROJECT

C.1

OR FS DSHUT601 60(1)

Existing ground

1:

3 1:3 with tack coat between lifts placed in two equal lifts

3-inch compacted depth, Asphalt concrete pavement, type 1

Crushed aggregate, 2-inch depth

LC

method 2, 6-inch depth

Full depth reclamation, 3 3

C o n s tr u c ti o n l im it

C o n s tr u c ti o n

L im it

Revised by Amendment 003

"APPR 02" 700+14.14 to 700+68.09

"APPR 01" 500+13.56 to 500+48.93

"APPR 01" & "APPR O2"

Traveled lane

Existing pavement width Existing pavement width

Traveled lane

1.5'5' 11'11' 1.5' 5'

12'12'

Turf establishment Turf establishment

:0

P

F e b r u a r y

T y p ic a l

S e c ti o n a p p r o p w w o r k w f l\ d

\o r f d s h u t6 p la n ty p

.d g n

APPR 02

TYPICAL SECTION - APPR 01 &

PROJECT

C.2

3 Revised by Amendment 003

:3

P

F e b r u a r y

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

L A

N Q

U A

N T

IT

IE

S p w w o r k w f l\ d \o r f d s h u t6 p ln

.d g n

QUANTITIES

TABULATION OF PLAN

PROJECT

D.1

3 Revised by Amendment 003

:0

A

S e p te m b e r

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

L A

N Q

U A

N T

IT

IE

S p w w o r k w f l\ d

\o r f d s h u t6 tc c .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

PROJECT

F.1