Amendment A001.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

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

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

N/A 1 3

A001 03/06/2026 N/A

5. PROJECT NUMBER (If applicable) ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

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

N/A N/A

N/A

X 69056726R000003

02/06/2026

N/A

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.

ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation See page 2

N/A

N/A N/A

Amendment No. A001, dated 03/06/2026 ID FS NEZPR117 221(1)

Solicitation No. 69056726R000003 National Forest System Road 221 Rehabilitation

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD

Page A-3, Block 13A. Revises proposal due date from 03/10/2026 to 03/13/2026.

BID SCHEDULE

Page A-7 through A-11. Updates item A0520 from Micro Surfacing, Type 2 to Micro

Surfacing, Type 3.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-8 through F-8f, Section- 409 Micro Surfacing. Revises entire section.

PLANS

Plan sheets B.1 through B.2 Revises Summary of Quantities

Plan sheets C.1 through C.4 Revises Typical Section Sheets

Plan sheet C.5 Revises Deep Patch Transitional Detail

Plan sheet D.3 Revises the Roadway Quantities, Tabulation of Quantities

Plan sheet D.4 Revises Line Graph (Page 1 of 5)

Plan sheet D.8 Revises Line Graph (Page 5 of 5)

Plan sheet E.1 Revises Approach Road Quantities and Approach Road

Dimensions, Approach Road Surface Treatment Locations

Plan sheet E.2 Revises Approach Road Dimensions, Approach Road and

Surface Treatment Locations

New proposal due date: 03/13/2026

Notice to Offerors: Please submit revised pages A-7 through A-11 with your offer.

Amendment No. A001, dated 03/06/2026 ID FS NEZPR117 221(1)

Solicitation No. 69056726R000003 National Forest System Road 221 Rehabilitation

ENCLOSURES

Pages:

A-3

A-7 through A-11

F-8 through F-8f

Plan Sheets:

B.1 through B.2 C.1 through C.5

D.3 through D.4

D.8

E.1 through E.2

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

a. NAME

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

ACQUISITIONS

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

360-619-7520

See Block 10 x

69056726R000003

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

THIS TASK ORDER REQUEST FOR PROPOSAL IS BEING SOLICITATED TO THE IDAHO, MONTANA, AND

SURROUNDING AREAS MATOC IDIQ HOLDERS. ONLY CONTRACTORS AWARDED AN IDIQ

CONTRACT WILL BE CONSIDERED.

This solicitation is designated ID FS NEZPR117 221(1), National Forest System Road

221 Rehabilitation

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-24

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:

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

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

1400a. Sealed offers in original and

03/10/2026_______________________

02/06/2026

________________03/13/2026

Revised by Amendment A001

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. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government. 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: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

BID SCHEDULE

Project No : ID FS NEZPR117 221(1) Schedule : A

Project Name : National Forest System Road 221 Rehabilitation

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

1,600.000 LNFT

A0140 15706-1600

SOIL EROSION

CONTROL,

STABILIZED

CONSTRUCTION EXIT

2.000 EACH

A0160 20101-0000 CLEARING AND

GRUBBING 2.100 ACRE

A0180 20301-2400 REMOVAL OF SIGN 95.000 EACH

A0200 20402-0000 SUBEXCAVATION 4,550.000 CUYD

A0220 20410-0000 SELECT BORROW 4,550.000 CUYD

A0240 20702-0000 STABILIZATION

GEOTEXTILE 2,110.000 SQYD

A0260 20706-0300

REINFORCEMENT

GEOSYNTHETIC,

TYPE 3

13,770.000 SQYD

A0280 25101-0200 PLACED RIPRAP,

CLASS 2 50.000 CUYD

A0300 25101-0300 PLACED RIPRAP,

CLASS 3 115.000 CUYD

A0320 25701-0000

CONTRACTOR

PROVIDED RETAINING

STRUCTURE DESIGN

(REINFORCED SOIL

SLOPE) ALL LPSM

A0340 26101-1000

REINFORCED SOIL

SLOPE, WELDED

WIRE FACE

1,300.000 SQFT

A0360 30202-2000

ROADWAY

AGGREGATE,

METHOD 2

6,200.000 TON

A0380 30202-2000

ROADWAY

AGGREGATE,

METHOD 2

(TEMPORARY)

340.000 TON

A0400 30502-0800

FULL DEPTH

RECLAMATION WITH

CEMENT, 8-INCH

DEPTH

112,710.000 SQYD

A0420 30510-0000 CEMENTITIOUS

MATERIAL 190.000 TON

A0440 40301-0000 ASPHALT CONCRETE

PAVEMENT 6,100.000 TON

A0460 40702-0300 CHIP SEAL, TYPE 1C 410,300.000 SQYD

A-8Bid Schedule

A0500 40711-0000 EMULSIFIED ASPHALT 740.000 TON

A001 A0520 40901-3000 MICRO SURFACING,

TYPE 3 410,300.000 SQYD

A001 A0520 40901-2000 MICRO SURFACING,

TYPE 2 410,300.000 SQYD

A0540 41102-0000 PRIME COAT 111,000.000 SQYD

A0560 41201-0000 TACK COAT 90.000 TON

A0580 41401-2000 CRACKS, CLEANING

AND SEALING 1,200.000 LNFT

A0600 41801-2000

ASPHALT CONCRETE

PAVEMENT PATCH,

TYPE 2

3,000.000 SQYD

A0620 60201-0800 24-INCH PIPE

CULVERT 800.000 LNFT

A0640 60201-1000 36-INCH PIPE

CULVERT 350.000 LNFT

A0660 60201-2000 96-INCH PIPE

CULVERT 75.000 LNFT

A0680 60210-0800 END SECTION FOR 24-

INCH PIPE CULVERT 22.000 EACH

A0700 60210-1000 END SECTION FOR 36-

INCH PIPE CULVERT 10.000 EACH

A0720 60501-0000

STANDARD

UNDERDRAIN

SYSTEM

(TEMPORARY)

740.000 LNFT

A0740 61921-1000 REMOVE AND RESET

FENCE 100.000 LNFT

A0760 62201-0250

DUMP TRUCK, 10

CUBIC YARD MINIMUM

CAPACITY

100.000 HOUR

A0780 62201-1600

BULLDOZER,

UNIVERSAL BLADE,

100HP MINIMUM

100.000 HOUR

A0800 62201-2800

MOTOR GRADER, 8

FOOT MINIMUM

BLADE

120.000 HOUR

A0820 62201-3300

HYDRAULIC

EXCAVATOR, 3.0

CUBIC YARD MINIMUM

CAPACITY WITH

THUMB ATTACHMENT

220.000 HOUR

A0840 62201-3750 CHAIN SAW 60.000 HOUR

A0860 62301-0000 GENERAL LABOR 160.000 HOUR

A0880 62501-0000 TURF

ESTABLISHMENT 1.500 ACRE

A0900 62801-0000 TEMPORARY STREAM

DIVERSION ALL LPSM

A0920 62901-0000 ROLLED EROSION

CONTROL PRODUCT 1,550.000 SQYD

A0940 63302-0000 SIGN SYSTEM 975.000 SQFT

A0960 63308-2000 OBJECT MARKER,

TYPE 2 5.000 EACH

A0980 63308-3000 OBJECT MARKER,

TYPE 3 13.000 EACH

A1000 63401-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

(WHITE)

584,000.000 LNFT

A1020 63401-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

(YELLOW)

603,400.000 LNFT

A1040 63401-0400

PAVEMENT

MARKINGS, TYPE B,

BROKEN

(YELLOW)

33,000.000 LNFT

A1060 63501-0000 TEMPORARY TRAFFIC

CONTROL ALL LPSM

A-9Bid Schedule

A1080 63501-2000

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

SIGNAL SYSTEM

ALL LPSM

A1100 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 2,000.000 HOUR

A1120 63507-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 100.000 DAY

A1140 63507-0700

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL

SUPERVISOR

100.000 DAY

A1160 64704-1000

ENVIRONMENTAL

DESIGN, STREAMBED

MATERIAL

50.000 CUYD

Submitted By: Schedule Total:

A-10Bid Schedule

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - Base $

A-11Bid Schedule

F-8

Special Contract Requirements

Project: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

Revised by Amendment A001

Section 409. — MICRO SURFACING

Delete the text of this Section and substitute the following:

Description

409.10 Application. Delete the last paragraph and substitute the following:

A minimum of three days after completion of micro surfacing application and before placing permanent pavement markings, sweep the entire treated surface. Dispose of swept material according to Subsection 203.07.

Description

409.01 This work consists of applying a polymer-modified micro surfacing mix on an existing pavement surface.

Material

409.02 Conform to the following Subsections:

Micro surfacing aggregate 703.10(b)

Mineral Filler 725.05

Polymer-modified emulsified asphalt for micro-surfacing 702.02(b)

Water for cementitious materials 725.01(a)

Construction Requirements

409.03 Qualifications. Provide a superintendent and foreman with experience in placing micro surfacing. Submit the following for approval at least 14 days before starting micro surfacing work:

(a) Names of personnel; and

(b) A résumé for each individual describing their experience on at least five micro surfacing projects of similar complexity.

409.04 Composition of Mix (JMF). Submit a written JMF for micro surfacing which conforms to ISSA A143, Recommended Performance Guideline for Micro Surfacing for approval at least 14 days before production. Include the following:

(a) Aggregate gradation values. Percent passing for each sieve size for the aggregate blend;

(b) Emulsified asphalt content. Residual asphalt content, as a percent by mass of dry aggregate; and

F-8a

Project: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

Revised by Amendment A001

(c) Polymer-modifier. Type and quantity of polymer-modifier solids based on the residual asphalt content.

409.05 Equipment.

(a) Mixing equipment. Conform to ISSA A143.

(b) Spreading equipment. Conform to ISSA A143.

(c) Sweeper. Furnish a vacuum sweeper with the following capabilities:

(1) Self-propelled;

(2) Equipped with a built-in water spray system to reduce the dust generated during the sweeping process;

(3) Capable of vertical broom pressure control; and

(4) Picking up and removing excess aggregate by vacuum capability.

(d) Pneumatic-tire rollers.

(1) Self-propelled;

(2) 10-ton (9-metric ton) gross mass with a tire pressure of 50 pounds per square inch

(350 kilopascals). A smaller pneumatic tire roller with additional coverages may be approved for use by the CO where site limitations prohibit the use of 10-ton roller; and

(3) Water-spray system.

(e) Auxiliary equipment. Furnish hand squeegees, shovels, and other equipment necessary to perform the work. Provide power brooms, air compressors, water flushing equipment, and hand brooms to clean the pavement surface.

Other equipment of proven performance may be used in addition to or instead of this equipment when approved by the CO.

409.06 Surface Preparation. Clean the existing surface of all loose material, dirt and other deleterious material. Clean all vegetation, roots and dirt to a depth of 2 inches from all joints and other spaces between the asphalt surface adjacent curb or gutter. Dispose of material according to

Subsections 203.05and 203.08. Remove or protect raised pavement markers, pavement markings, reflectorized tape, and other material that interferes with the work. Protect service entrances (such as manholes, valve boxes and drop inlets). Protect all concrete work, rock walls, stone curbs, wood

F-8b

Project: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

Revised by Amendment A001 curbs, historic features, rumble strips, wheel stops, vegetation to remain, and all other objects adjacent to the work from the micro surfacing with a method approved by the CO.

409.07 Weather Limitations. Apply only when the following apply:

(a) Ambient air temperature is above 45 °F (7 °C);

(b) Surface temperature in the shade is above 45 °F (7 °C);

(c) Weather is not foggy, rainy, or overcast; and

(d) Temperatures below 32 °F (0 °C) are not anticipated for at least 24 hours after application.

409.08 Calibration. Calibrate mixing equipment according to ISSA A143.

409.09 Production Start-Up Procedures. Conduct a pre-surfacing preparatory phase meeting according to Subsection 153.04(a).

On the first day of placement, construct one 300-foot (100-meter) long control strip, one lane wide.

Coordinate location of the control strip with the CO. Construct the control strip using material, lay-down, and rolling procedures intended for the entire project.

Cease production after construction of the control strip until the material and the control strip are evaluated and accepted by the CO. Repeat the control strip process until an acceptable control strip is produced.

Acceptable control strips may remain in place and will be accepted as a part of the completed surface treatment. Correct unacceptable control strips.

Use these start-up procedures when changing construction procedures, when resuming production after a termination of production due to unsatisfactory quality according to Subsection 106.04, or the beginning of a new construction season.

409.10 Application. Provide a micro surfacing mixture of the proper consistency at all times so as to provide the application rate required by the surface condition. Place with an application rate conforming to Table 409-1.

Table 409-1

Application Rate for Micro Surfacing

Aggregate

Type(1)

Application Rate

(lb/yd2)

Type II 17 – 22

Type III 25 – 30

(1) See Table 703-6 for aggregate gradations.

F-8c

Project: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

Revised by Amendment A001

Application rates are based upon the weight of dry aggregate in the mixture. Application rates are affected by the unit weight and gradation of the aggregate and the demand of the surface to which the micro surfacing is being applied.

Fog the surface with water in front of the spreader.

Provide the CO with a split certified shipping ticket for each separate emulsified asphalt shipment load prior to mixing and application.

Prior to starting application of micro surfacing, calibrate each mixing unit to be used on the project in accordance with ISSA A143 and in the presence of the CO or designated representative. Clean the spreader box prior to start of each work shift.

Blend the additives with the aggregate. Pre-wet the aggregate in the pugmill before mixing with the polymer-modified emulsified asphalt.

Mix the surfacing material a maximum of 4 minutes. Ensure the mix is of uniform consistency as it leaves the mixer and conforms to the approved JMF. Adjust mineral filler and polymer-modified emulsified asphalt content during construction when approved by the CO to adjust for variations in field conditions.

Carry sufficient mix in the spreader to completely cover the surface. Spread the mix with a spreader box. In areas not accessible to the spreader use hand squeegees to work the mix.

Maintain quality control documentation and make available to the CO upon request and at completion of daily work. At a minimum of 4 times daily calculate the percent emulsion content, aggregate spread rate, and yield of the mixture from the equipment computer display readings and report to the CO. Maintain a daily report and log sheet containing the following information:

(a) Micro surfacing emulsion used, tons;

(b) Aggregate used, tons;

(c) Water used in the mixture, gallons;

(d) Mineral filler used, pounds;

(e) Set control agent used, gallons;

(f) Other additives used, pounds;

(g) Surface area application rate (dry pounds per square yard); and

(h) Percent of emulsion (by dry aggregate weight).

Provide copies of the daily log to the CO before the start of the next day’s production, or as directed by the CO.

F-8d

Project: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

Revised by Amendment A001

Provide straight lines along curbs and shoulders and do not allow runoff onto these areas. Provide straight and neat starting and ending joints by masking surfaces at the start, end, and other locations as directed by the CO.

For transverse joints, use a butt joint. Use building paper placed over previously placed micro surfacing or other suitable method to avoid double placement of micro surfacing. Remove ridges or bumps in the finished surface.

For longitudinal joints, place joints on lane lines. Use half passes and odd-width passes only in turnouts and parking areas. Do not use half passes for the last pass in paved areas. Overlap longitudinal joints no more than 3 inches (75 millimeters). Limit the elevation difference at joints to less than ¼ inch (6 millimeters).

Begin rolling after the mixture has cured to the point where it will not pick up on the roller tires.

Unless otherwise stated, do not open an area to traffic until rolling in that area is completed. Roll all areas with at least two full-coverage passes with the roller unless otherwise approved by the

CO.

Allow treated areas to cure completely before opening to traffic. Cure is complete when clear water can be pressed out of the placed mix with a piece of paper without discoloring the paper.

Remove streaks and transverse ripples as defined by ISSA A143 from the finished surface. Ensure the finished micro surfacing has a uniform texture free of scratches, tear, and other surface irregularities. Repair areas with surface irregularities or where the micro surfacing does not conform to the job-mix-formula at the direction of the CO.

Remove and dispose of material spills and associated debris at the end of each shift according to

Subsections 203.05and 203.08.

Perform an initial vacuum sweep of the micro surfacing one to two days after the micro surfacing application. Remove loose or shedding material from the treated surface areas.

A minimum of three days after completion of micro surfacing application and before placing permanent pavement markings, sweep the entire treated surface. Dispose of swept material according to Subsection 203.07.

409.11 Acceptance. See Table 409-2 for sampling, testing, and acceptance requirements.

Polymer-modified emulsified asphalt will be evaluated under Subsections 106.03 and 106.04.

Furnish a production certification with each load of polymer-modified emulsified asphalt.

Micro surfacing aggregate will be evaluated under Subsections 106.02 and 106.04.

Mineral filler will be evaluated under Subsections 106.02 and 106.03.

Construction of the micro surfacing will be evaluated under Subsections 106.02 and 106.04.

F-8e

Project: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

Revised by Amendment A001

Measurement

409.12 Measure the Section 409 pay items listed in the bid schedule according to

Subsection 109.02 for each day’s production.

Payment

409.13 The accepted quantities will be paid at the contract price per unit of measurement for the

Section 409 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

F-8f

Project: ID FS NEZPR117 221(1), National Forest System Road 221 Rehabilitation

Revised by Amendment A001

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R eq u ir em e ts

Sheet and Description

D E F G H I J

Line Graph Approach Roads

Soil Erosion and

Sediment Control

Drainage Walls Temporary

Traffic Control Plan

Permanent Traffic

Control Plan

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 1530 70 1600

A0140 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 2 2

A0160 20101-0000 CLEARING AND GRUBBING ACRE 2 0.1 2.1

A0180 20301-2400 REMOVAL OF SIGN EACH 89 6 95

A0200 20402-0000 SUBEXCAVATION CUYD 4140 410 4550

A0220 20410-0000 SELECT BORROW CUYD 4140 410 4550

A0240 20702-0000 STABILIZATION GEOTEXTILE SQYD 1920 190 2110

A0260 20706-0300 REINFORCEMENT GEOSYNTHETIC, TYPE 3 SQYD 12520 1250 13770

A0280 25101-0200 PLACED RIPRAP, CLASS 2 CUYD 44 6 50

A0300 25101-0300 PLACED RIPRAP, CLASS 3 CUYD 107 8 115

A0320 25701-0000 CONTRACTOR PROVIDED RETAINING STRUCTURE DESIGN,(REINFORCED SOIL SLOPE) LPSM ALL

A0340 26101-1000 REINFORCED SOIL SLOPE, WELDED WIRE FACE SQFT 1200 100 1300

A0360 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 5798 102 300 6200

A0380 30202-2000 ROADWAY AGGREGATE, METHOD 2,(TEMPORARY) TON 326 14 340

A0400 30502-0800 FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH SQYD 107310 5400 112710

A0420 30510-0000 CEMENTITIOUS MATERIAL TON 179 11 190

A0440 40301-0000 ASPHALT CONCRETE PAVEMENT TON 5807 293 6100

A0460 40702-0300 CHIP SEAL, TYPE 1C SQYD 396000 142 14158 410300

A0500 40711-0000 EMULSIFIED ASPHALT TON 709 1 30 740

A001 A0520 40901-2000 MICRO SURFACING, TYPE 2 SQYD 396000 142 14158 410300

A001 A0520 40901-3000 MICRO SURFACING, TYPE 3 SQYD 396000 142 14158 410300

A0540 41102-0000 PRIME COAT SQYD 107311 3689 111000

A0560 41201-0000 TACK COAT TON 87 3 90

A0580 41401-2000 CRACKS, CLEANING AND SEALING LNFT 1060 140 1200

A0600 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 2887 113 3000

A0620 60201-0800 24-INCH PIPE CULVERT LNFT 756 44 800

A0640 60201-1000 36-INCH PIPE CULVERT LNFT 325 25 350

A0660 60201-2000 96-INCH PIPE CULVERT LNFT 72 3 75

A0680 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 22 22

A0700 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 10 10

A0720 60501-0000 STANDARD UNDERDRAIN SYSTEM,(TEMPORARY) LNFT 700 40 740

A0740 61921-1000 REMOVE AND RESET FENCE LNFT 90 10 100

A0760 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 100

A0780 62201-1600 BULLDOZER, UNIVERSAL BLADE, 100HP MINIMUM HOUR 100

A0800 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 120

PAY ITEM

NUMBER

LINE

ITEM

NO.

c:

\p w _w or k_ w fl\ d0 id f-ne zp r2

-1

_1

_s oq _A

1.

xl sm

]S he et 5-

M ar

-2

3:

P

M

A M E N D

SUMMARY OF QUANTITIES

Milestone: Revised by Amendment A001; Date Completed: 3/5/2026

Remarks and/or Determination of

Estimated Quantity

Estimated Quantities

ALLOW-

ANCEUNITPAY ITEM DESCRIPTION

PROJECT

B.1ID FS NEZPR117 221(1)

SHEET

NUMBER

Sheet and Description

D E F G H I J

Line Graph Approach Roads

Soil Erosion and

Sediment Control

Drainage Walls Temporary

Traffic Control Plan

Permanent Traffic

Control Plan

BID

SCHEDULE

A0820 62201-3300 HYDRAULIC EXCAVATOR, 3.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB

ATTACHMENT HOUR 220

A0840 62201-3750 CHAIN SAW HOUR 60

A0860 62301-0000 GENERAL LABOR HOUR 160

A0880 62501-0000 TURF ESTABLISHMENT ACRE 1.2 0.3 1.5

A0900 62801-0000 TEMPORARY STREAM DIVERSION LPSM ALL

A0920 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 1480 70 1550

A0940 63302-0000 SIGN SYSTEM SQFT 923 52 975

A0960 63308-2000 OBJECT MARKER, TYPE 2 EACH 4 1 5

A0980 63308-3000 OBJECT MARKER, TYPE 3 EACH 12 1 13

A1000 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(WHITE) LNFT 580895 3105 584000

A1020 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID,(YELLOW) LNFT 600431 2969 603400

A1040 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN,(YELLOW) LNFT 32662 338 33000

A1060 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A1080 63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM ALL

A1100 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1940 60 2000

A1120 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR DAY 97 3 100

A1140 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 97 3 100

A1160 64704-1000 ENVIRONMENTAL DESIGN, STREAMBED MATERIAL CUYD 42 8 50

5- M ar -2

3:

P M

Milestone: Revised by Amendment A001; Date Completed: 3/5/2026

PAY ITEM

NUMBER PAY ITEM DESCRIPTION UNIT ALLOW-

ANCE

Estimated Quantities Remarks and/or

Determination of Estimated Quantity c:

\p w _w or k_ w fl\ d0 id f-ne zp r2

-1

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1.

xl sm

]S he et

2)

SUMMARY OF QUANTITIES

A M E N D

LINE

ITEM

NO.

PROJECT

B.2ID FS NEZPR117 221(1)

NOTE:

Slope

Variable

Varies

OVER EXISTING PAVEMENT

CHIP SEAL & MICRO SURFACING

TYPICAL SECTION

Grade varies Grade varies slope to match with the existing slope.

Upon completing micro surfacing seal, reshape the shoulder4.

berms as shown.

excavated material along the roadway to form earth equipment to a minimum depth of 4-inches. Windrow the

Excavate along the edges of shoulder with approved3.

pavement surface.

Apply micro surfacing material on finished chip sealed2.

Locations to be determined by the CO.

cracks according to Section 414 or 418 as directed.

Before applying chip seal, clean, seal or patch existing 1.

MP 30.55 to 34.30

MP 6.75 to 23.08

Roadway aggregate, method 2

Existing Ground

SHOULDER REPAIR

TYPICAL SECTION

, type 2ngMicro surfaci

Emulsified asphalt

Chip seal, type 1C

Existing asphalt surface

Slope

Variable

Varies

WITH CEMENT

OVER FULL DEPTH RECLAMATION

CHIP SEAL & MICRO SURFACING

TYPICAL SECTION

Grade varies Grade varies

MP 23.08 to 30.55

, type 2gMicro surfacin

Emulsified asphalt

Chip seal, type 1C

Prime coat cement, see sheet C.2

Full depth reclamation with

Grading Detail

See Shoulder

DETAIL

SHOULDER GRADING

Existing Ground and shoulder

Existing subgrade

Existing asphalt

See Notes 3 & 4

CL

CL

CL

Vari es

Vari es

Existing pavement

±12' (Varies by location)

11'±1'

Shldr. Traveled lane Traveled lane

11' ±1'

Shldr.

11'±1'

Shldr. Traveled lane Traveled lane

11' ±1'

Shldr.

[1]

FOOTNOTE:

See Sheet C.2 for MP 19.8 typical section.

[2] the field. Place and compact aggregate material as directed.

The CO will locate the exact locations of shoulder repair in [1]

Micro surfacing limits

Micro surfacing limits

[2] o n s tr u c ti o n l im it

5'

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

5'

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

Revised by Amendment A001 type 3 type 3

:4 a r c h

T

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A

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SHEET 1 of 4

TYPICAL SECTION

PROJECT

C.1

ID FS NEZPR117 221(1)

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C & depth

Full depth reclamation with cement, 8-inch

LC

Existing ground

Full depth reclamation limits

Grade variesGrade varies

Shldr. Traveled lane Traveled lane Shldr.

±1'11'11'±1'

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 and cross slope prior to surfacing.

uniform depth of 8-inches. Shape and compact to required grade

1. Stabilize existing pavement and base in place with cement to a

NOTE:

Revised by Amendment A001 type 3

MP 23.08 to MP 30.55

FULL DEPTH RECLAMATION WITH CEMENT,

8-INCH DEPTH

:3 a r c h

T y p ic a l

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

\i d f n e z p r

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SHEET 2 of 4

TYPICAL SECTION

PROJECT

C.2ID FS NEZPR117 221(1)

VariesVar ies

Existing ground

LC

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C &

Tie into existing ditch

Slope

Match Existing

Embankment

See Section H for details

Reinforced soil slope, 8-inch compacted depth

Roadway aggregate, method 2, placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, Edge of pavement

Roadway aggregate, method 2

Asphalt concrete pavement

See Safety Edge

Edge

See Safety micro surfacing, type 2

Chip seal, type 1C &

1'

DETAIL

SAFETY EDGE

REINFORCED SOIL SLOPE

See Section H for RSS Limits

MP 19.8

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

M atch existing

±1'11'11'±1'

Traveled lane Traveled laneShldr. Shldr.

Turf establishment limits

10'

V a r ie s

C o n s tr u c ti o n l im it type 3 type 3

Revised by Amendment A001

1:3 max.

Var ies

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S S

T y p ic a l

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SHEET 3 of 4

TYPICAL SECTION

PROJECT

C.3ID FS NEZPR117 221(1)

CL

with stabilization geotextile

Line entire subexcavation

See detail this sheet underdrain system.

6" Ø Perforated pipe

Proposed edge of roadway

[3]

Subexcavation limits

Minimum slope 1% pipe placed @ 50' intervals.

6" Ø Solid outlet drain 10" of underdrain backfill

[5]

Embed outlet pipe into Select borrow

Underdrain backfill

6"

10"

1% (min.)

drain pipe

6" Ø Solid outlet collector pipe

Perforated

6" Ø

CL

See detail this sheet underdrain system.

6" Ø Perforated pipe

Select borrow

10" of underdrain backfill

[5]

Embed outlet pipe into

[3]

Subexcavation limits

Minimum slope 1% pipe placed @ 50' intervals.

6" Ø Solid outlet drain

Proposed edge of roadway ty p geotextile

Stabilization

UNDERDRAIN SYSTEM

6" PERFORATED PIPE

GEOTEXTILE DETAIL

FULL WIDTH

TYPICAL DEEP PATCH SECTION

HALF WIDTH

TYPICAL DEEP PATCH SECTION

type 3

Reinforcement geogrid, class 2, non-woven

Geotextile filter, type 3

Reinforcement geogrid, type 3

Reinforcement geogrid, with stabilization geotextile

Line entire subexcavation ty ty

4' Lap (min.)

8-inch compacted depth

Roadway aggregate, method 2, 4' Lap (min.)

8-inch compacted depth

Roadway aggregate, method 2, See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C &

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C &

Select borrow

Select borrow guard

Rodent

Outlet pipe

Hose clamp

Wire mesh

RODENT GUARD DETAIL

placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, Detail Sheet C.3

See Safety Edge

Detail Sheet C.3

See Safety Edge Existing roadway

Existing ground subexcavation

Bottom of existing grade

M atch

Varies

[1]

2"

[1] outlet pipe.

Match underdrain embedment dimensions for [5]

See deep patch limits table for estimated depths.

[4] of subexcavation limits.

See 6" perforated pipe underdrain system detail for slope at the bottom [3] exact locations in the field.

Begin and end coordinates are approximate. The CO will determine the [2]

Install rodent guard according to manufacturer's instruction.

Place rodent guard over the outlet according to Subsection 605.03.

[1]

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

Varies

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

±1'11'11'±1' Varies

[2]

1%

V a r ie s existing grade

M atch

V a r s type 3 type 3

Revised by Amendment A001

FOOTNOTE:

:4 a r c h

D

E E

P P

A T

C H

D E

T A

IL

S

S

H E

E T

O

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SHEET 4 of 4

TYPICAL SECTION

PROJECT

NUMBER

C.4ID FS NEZPR117 221(1)

pavement

Existing

Reinforcement geogrid, type 3

D E

P T

H V

A R

IE

SSee Note 1

See Note 1

R

A N

S

IT

IO

N

D E

E P

P A

T C

H

E

D

TRANSITION DETAIL

DEEP PATCH

LENGTH VARIES

LENGTH VARIES

T R

A N

S

IT

IO

N

D E

E P

P A

T C

H

E N

D

Select borrow

8-inch compacted depth

Roadway aggregate, method 2, Stabilization geotextile

2V:15H 2V:1 5H

T R

A N

S

IT

IO

N

D E

E P

P A

T C

H

B E

G

IN

T R

A N

S

IT

IO

N

D E

E P

P A

T C

H

B E

IN

See Sheet C.1 micro surfacing, type 2

Chip seal, type 1C & placed in two equal lifts with tack coat between lifts

Asphalt concrete pavement, 4-inch compacted depth, pavement

Existing

NOTE:

asphalt thickness unless otherwise directed by the CO.

at deep patch transitions prior to placing asphalt. Match existing

1. Clean and tack the exposed vertical edge of the existing pavement

NO SCALE

type 3

Revised by Amendment A001

:5 a r c h

D e e p P a tc h T r a n s it io n D e ta il s p w w o r k w f l\ d

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TRANSITION DETAIL

DEEP PATCH

PROJECT

NUMBER

C.5ID FS NEZPR117 221(1)

Revised by Amendment A001

:5 a r c h

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

R O

F

IL

E Q

U A

N T

IT

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TABULATION OF QUANTITIES

PROJECT

NUMBER

D.3ID FS NEZPR117 221(1)

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.6

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.3

S e e S e c ti o n G

B E

G

IN

P R

O J E

C T

B E

G

IN

C h ip s e a l, t y p e

C a n d m ic r o s u r f a c in g ty p e

M

P

.7

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t, R e m o v e a n d r e s e t f e n c e

M

P

.6

S e e S e c ti o n G

I n c h p ip e c u lv e r t

M

P

.5

S e e S e c ti o n G ty p e

Revised by Amendment A001

:0 a r c h

L in e G r a p h p a g e o f p w w o r k w f l\ d

\i d f n e z p r

D

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LINE GRAPH (PAGE 1 OF 5)

PROJECT

D.4ID FS NEZPR117 221(1)

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

I n c h p ip e c u lv e r t

M

P

.6

S e e S e c ti o n G

D e e p

P a tc h

M

P

.3

S e e S h e e t

C .4

E N

D F u ll d e p th r e c la m a ti o n w it h c e m e n t, in c h d e p th

M

P

.5

M I L

E P

O S

T

M I L

E P

O S

T

M I L

E P

O S

T

E N

D P

R O

J E

C T

E N

D C h ip s e a l, t y p e

C a n d m ic r o s u r f a c in g ty p e

M

P

.3

D e e p

P a tc h

M

P

.8

S e e S h e e t

C .4

M

P

.6 a n d S ta g in g A r e a

M a te r ia l S o u r c e

A d a m s C a m p P it ty p e

Revised by Amendment A001

:0 a r c h

L in e G r a p h p a g e o f p w w o r k w f l\ d

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LINE GRAPH (PAGE 5 OF 5)

PROJECT

D.8ID FS NEZPR117 221(1)

while travelling in the direction of ascending mile posts.

Side of road indicates the side of NF Road 221 that the approach road is on [1]

FOOTNOTE:

Revised by Amendment A001

:0 a r c h

T

A B

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A T

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N

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P L

A N

A N

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N T p w w o r k w f l\ d \i d f n e z p r E

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LOCATIONS

SURFACE TREATMENT

APPROACH ROAD AND

PROJECT

E.1ID FS NEZPR117 221(1)

while travelling in the direction of ascending mile posts.

Side of road indicates the side of NF Road 221 that the approach road is on [1]

FOOTNOTES:

Revised by Amendment A001

:1 a r c h

T

A B

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A T

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N

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P L

A N

A N

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LOCATIONS

SURFACE TREATMENT

APPROACH ROAD AND

PROJECT

E.2ID FS NEZPR117 221(1)