Amendment A003.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

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

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

2. AMENDMENT/MODIFICATION NUMBER

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

9A. AMENDMENT OF SOLICITATION NUMBER

5. PROJECT NUMBER (If applicable)

9B. DATED (SEE ITEM 11)

0*

*See Item 14

"General Decision Number: NV20260052 05/18/2026

State: Nevada

Construction Types: Highway

Counties: Nevada Counties of Nye

Excludes Nevada Test Site (NTS), Tonopah Test Range (TTR) and National Test and Training Range (NTTR)

Modification Number Publication Date 1 01/30/2026 2 05/18/2026

ENGI0003-037 07/01/2024

Rates Fringes

OPERATOR: ASPHALT/CONCRETE LAYDOWN.................$ 60.39 30.38

ENGI0003-042 07/01/2024

Rates Fringes

OPERATOR: BULLDOZER................................$ 60.39 30.38

ENGI0003-045 07/01/2024

Rates Fringes

OPERATOR: GRADER/BLADE.............................$ 50.47 30.38

ENGI0003-053 07/01/2024

Rates Fringes

OPERATOR: MECHANIC.................................$ 50.28 30.38

ENGI0003-065 07/01/2024

Rates Fringes

OPERATOR: ROLLER...................................$ 60.39 30.38

ENGI0012-025 01/01/2026

Rates Fringes

OPERATOR: BACKHOE/EXCAVATOR/TRACKHOE...............$ 63.90 36.40

ENGI0012-033 01/01/2026

Rates Fringes

OPERATOR: LOADER...................................$ 63.90 36.40

ENGI0012-036 01/01/2026

Rates Fringes

OPERATOR: OILER....................................$ 63.57 36.40

D-1 AMENDMENT A003 06.01.2026

IRON0118-016 01/01/2025

Rates Fringes

IRONWORKER, REINFORCING.............................$ 50.70 35.15

LABO0169-010 10/01/2024

Rates Fringes

LABORER: JACKHAMMER.................................$ 34.20 16.30

LABORER: MASON TENDER - CEMENT/CONCRETE............$ 34.20 16.30

LABO0169-012 10/01/2024

Rates Fringes

LABORER: CONCRETE SAW..............................$ 34.20 16.30

LABO0169-013 10/01/2024

Rates Fringes

TRAFFIC CONTROL: LABORER-CONES/

BARRICADES/BARRELS - SETTER/MOVER/SWEEPER..........$ 36.70 16.30

LABO0169-014 10/01/2024

Rates Fringes

LABORER: PIPELAYER.................................$ 34.45 16.30

LABORER: ASPHALT, INCLUDES RAKER, SHOVELER,

SPREADER AND DISTRIBUTOR............................$ 34.45 16.30

LABO0169-016 10/01/2024

Rates Fringes

TRAFFIC CONTROL: FLAGGER..........................$ 32.08 16.30

SUNV2021-007 03/01/2024

Rates Fringes

TRUCK DRIVER: WATER TRUCK..........................$ 42.48 0.00

TRUCK DRIVER: DUMP TRUCK...........................$ 55.30 6.86

OPERATOR: SCREED...................................$ 43.24 25.09

OPERATOR: PAVER (ASPHALT, AGGREGATE, AND

CONCRETE)...........................................$ 40.99 26.97

OPERATOR: MILLING MACHINE..........................$ 55.93 15.47

OPERATOR: DRILL....................................$ 46.92 25.02

OPERATOR: BROOM/SWEEPER............................$ 44.42 19.21

OPERATOR: BOBCAT/SKID STEER/SKID LOADER............$ 39.05 23.76

LABORER: COMMON OR GENERAL.........................$ 35.83 22.78

CEMENT MASON/CONCRETE FINISHER......................$ 36.64 15.45

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons

D-2 AMENDMENT A003 06.01.2026

resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable Executive Order minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than �SU�, �UAVG�, �SA�, or �SC� denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was

D-3 AMENDMENT A003 06.01.2026

updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The �SU� identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

�SU� wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The �SA� identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the �SA� identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1) Has there been an initial decision in the matter? This can be:

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

Branch of Wage Surveys Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or

D-4 AMENDMENT A003 06.01.2026

by mail to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210.

END OF GENERAL DECISION

D-5 AMENDMENT A003 06.01.2026

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

Bid Schedule Project: NV FLAP NYE 10(1), BOB RUUD MEM HWY & BELL VISTA AVE

A-6 AMENDMENT A003 06.01.2026

BID SCHEDULE

Project No : NV FLAP NYE 10(1) Schedule : A

Project Name : BOB RUUD MEM HWY & BELL

VISTA AVE

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

A0010 15101-0000 MOBILIZATION ALL LPSM

A0020 15215-1000

SURVEY AND

STAKING, APPROACH

ROAD

32.000 EACH

A0030 15215-3000

SURVEY AND

STAKING, DRAINAGE

STRUCTURE

52.000 EACH

A0040 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

15.500 MILE

A0050 15236-2000 SURVEY CONTROL,

GRADE FINISHING 31.000 MILE

A0060 15301-0000 CONTRACTOR

QUALITY CONTROL ALL LPSM

A0070 15401-0000 CONTRACTOR

TESTING ALL LPSM

A0080 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

A0090 15701-0000 SOIL EROSION

CONTROL ALL LPSM

A0100 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

A0110 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

A0120 20101-0000 CLEARING AND

GRUBBING 46.000 ACRE

A0130 20301-0700 REMOVAL OF

DELINEATOR 146.000 EACH

A0140 20301-2400 REMOVAL OF SIGN 54.000 EACH

A0150 20301-2400 REMOVAL OF SIGN (POST ONLY) 44.000 EACH

A0160 20302-2100 REMOVAL OF PIPE

CULVERT 1,320.000 LNFT

A0170 20402-0000 SUBEXCAVATION 500.000 CUYD

A0180 20420-0000 EMBANKMENT

CONSTRUCTION 10,000.000 CUYD

A0190 21101-1000

ROADWAY

OBLITERATION,

METHOD 1

800.000 SQYD

A0200 25101-0200 PLACED RIPRAP,

METHOD A, CLASS 2

(FILLED AND

TOPPED) 350.000 CUYD

A0210 25101-0300 PLACED RIPRAP,

METHOD A, CLASS 3

(FILLED AND

TOPPED) 300.000 CUYD

A0220 30101-0000 AGGREGATE BASE 27,500.000 TON

A0240 30401-5200

FULL DEPTH

RECLAMATION,

METHOD 2, 4-INCH

DEPTH

11.000 MILE

A0250 30401-5500

FULL DEPTH

RECLAMATION,

METHOD 2, 8-INCH

DEPTH

5.000 MILE

Bid Schedule

A-7 AMENDMENT A003 06.01.2026

A0260 40101-5600

ASPHALT CONCRETE

PAVEMENT,

GYRATORY MIX, 1/2-

INCH OR 3/4-INCH

NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3

TO <3 MILLION ESAL

72,000.000 TON

A0280 40105-3000 ANTISTRIP ADDITIVE,

TYPE 3 720.000 TON

A0300 40601-0000 FOG SEAL 150.000 TON

A0310 41101-1000 PRIME COAT,

METHOD 1 500.000 TON

A0320 41105-0000 BLOTTER 510.000 TON

A0330 41201-0000 TACK COAT 150.000 TON

A0340 50101-0600

MINOR CONCRETE

PAVEMENT,

REINFORCED, 6-INCH

DEPTH

1,620.000 SQYD

A0350 55401-1000 REINFORCING STEEL 3,500.000 LB

A0360 60101-0000 CONCRETE 45.000 CUYD

A0370 60103-0140

CONCRETE,

HEADWALL FOR 24-

INCH PIPE CULVERT

2.000 EACH

A0380 60103-0180

CONCRETE,

HEADWALL FOR 36-

INCH PIPE CULVERT

2.000 EACH

A0390 60103-0220

CONCRETE,

HEADWALL FOR 48-

INCH PIPE CULVERT

8.000 EACH

A0400 60103-0640

CONCRETE,

HEADWALL FOR

DOUBLE 30-INCH PIPE

CULVERT

2.000 EACH

A0410 60201-0400 12-INCH PIPE

CULVERT 185.000 LNFT

A0420 60201-0600 18-INCH PIPE

CULVERT 280.000 LNFT

A0430 60201-0800 24-INCH PIPE

CULVERT 1,210.000 LNFT

A0440 60201-0900 30-INCH PIPE

CULVERT 200.000 LNFT

A0450 60201-1000 36-INCH PIPE

CULVERT 385.000 LNFT

A0460 60201-1200 48-INCH PIPE

CULVERT 270.000 LNFT

A0470 60210-0400 END SECTION FOR 12-

INCH PIPE CULVERT 8.000 EACH

A0480 60210-0600 END SECTION FOR 18-

INCH PIPE CULVERT 12.000 EACH

A0490 60210-0800 END SECTION FOR 24-

INCH PIPE CULVERT 50.000 EACH

A0500 60210-0900 END SECTION FOR 30-

INCH PIPE CULVERT 4.000 EACH

A0510 60210-1000 END SECTION FOR 36-

INCH PIPE CULVERT 14.000 EACH

A0520 61901-3300 FENCE, TORTOISE

BARRIER 3,000.000 LNFT

A0530 62201-0200

DUMP TRUCK, 8

CUBIC YARD MINIMUM

CAPACITY

120.000 HOUR

A0540 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

100.000 HOUR

Bid Schedule

A-8 AMENDMENT A003 06.01.2026

A0550 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

100.000 HOUR

A0560 62201-1450

BULLDOZER, 350HP

MINIMUM FLYWHEEL

POWER

100.000 HOUR

A0570 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM

BLADE

100.000 HOUR

A0580 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

100.000 HOUR

A0590 62301-0000 GENERAL LABOR 60.000 HOUR

A0600 62302-1100

SPECIAL LABOR,

HIRED SURVEY

SERVICES

60.000 HOUR

A0610 62303-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

(ADTB)

ALL LPSM

A0620 62406-0100

PLACING

CONSERVED

TOPSOIL, 2-INCH

DEPTH

40.000 ACRE

A0630 62510-2000 SEEDING, HYDRAULIC

METHOD 40.000 ACRE

A001 A0635 62515-2000 MULCHING,

HYDRAULIC METHOD 40.000 ACRE

A0640 63301-0000 SIGN SYSTEM 64.000 EACH

A0650 63301-0000 SIGN SYSTEM (WITH FLASHING

BEACON) 8.000 EACH

A0660 63306-0400 POST, STEEL, 2-INCH

X 2-INCH 44.000 EACH

A0670 63308-2000 OBJECT MARKER,

TYPE 2 48.000 EACH

A0680 63309-0200 DELINEATOR, TYPE 2 970.000 EACH

A0690 63314-0000 RUMBLE STRIP 1.700 MILE

A0700 63316-1000 REMOVE AND RESET

SIGN

(PANEL ONLY) 44.000 EACH

A0710 63401-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

2,250.000 LNFT

A0720 63402-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

47.000 MILE

A0730 63402-0400

PAVEMENT

MARKINGS, TYPE B,

BROKEN

22.000 MILE

A0740 63406-0100

RAISED PAVEMENT

MARKER, NON-

REFLECTIVE

320.000 EACH

A003 A0745 63501-0000 TEMPORARY TRAFFIC

CONTROL ALL LPSM

A003 A0750 63502-0600

TEMPORARY TRAFFIC

CONTROL,

BARRICADE TYPE 3

20.000 EACH

A003 A0760 63502-1300 TEMPORARY TRAFFIC

CONTROL, DRUM 300.000 EACH

A003 A0770 63502-3900

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

200.000 EACH

A003 A0780 63503-0400

TEMPORARY TRAFFIC

CONTROL,

CONCRETE BARRIER

2,500.000 LNFT

A003 A0790 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 8,000.000 HOUR

Bid Schedule

A-9 AMENDMENT A003 06.01.2026

A003 A0800 63506-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 1,120.000 HOUR

A003 A0810 63507-0800

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

165.000 DAY

A003 A0820 63510-0100

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL

SUPERVISOR

33.000 WEEK

A0830 63701-0000 FIELD OFFICE 1.000 EACH

A0840 64620-0400 REMOVE AND RESET

MAILBOX 19.000 EACH

Submitted By: Schedule Total:

Bid Schedule

A-10 AMENDMENT A003 06.01.2026

BID SCHEDULE

Project No : NV FLAP NYE 10(1) Schedule : B

Project Name : BOB RUUD MEM HWY & BELL

VISTA AVE

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

B0010 15101-0000 MOBILIZATION ALL LPSM

B0020 15215-1000

SURVEY AND

STAKING, APPROACH

ROAD

33.000 EACH

B0030 15215-3000

SURVEY AND

STAKING, DRAINAGE

STRUCTURE

80.000 EACH

B0040 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

20.500 MILE

B0050 15236-2000 SURVEY CONTROL,

GRADE FINISHING 41.000 MILE

B0060 15301-0000 CONTRACTOR

QUALITY CONTROL ALL LPSM

B0070 15401-0000 CONTRACTOR

TESTING ALL LPSM

B0080 15501-0000 CONSTRUCTION

SCHEDULE ALL LPSM

B0090 15701-0000 SOIL EROSION

CONTROL ALL LPSM

B0100 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL LPSM

B0110 15802-0000 WATERING FOR DUST

CONTROL ALL LPSM

B0120 20101-0000 CLEARING AND

GRUBBING 63.200 ACRE

B0130 20301-0700 REMOVAL OF

DELINEATOR 196.000 EACH

B0140 20301-2400 REMOVAL OF SIGN 70.000 EACH

B0150 20301-2400 REMOVAL OF SIGN (POST ONLY) 44.000 EACH

B0160 20302-2100 REMOVAL OF PIPE

CULVERT 2,200.000 LNFT

B0170 20303-1600 REMOVAL OF

PAVEMENT, ASPHALT 12,500.000 SQYD

B0180 20401-0000 ROADWAY

EXCAVATION 31,000.000 CUYD

B0190 20402-0000 SUBEXCAVATION 500.000 CUYD

B0200 21101-1000

ROADWAY

OBLITERATION,

METHOD 1

800.000 SQYD

B0210 25101-0200 PLACED RIPRAP,

METHOD A, CLASS 2

(FILLED AND

TOPPED) 630.000 CUYD

B0220 25101-0300 PLACED RIPRAP,

METHOD A, CLASS 3

(FILLED AND

TOPPED) 470.000 CUYD

B0230 25101-0400 PLACED RIPRAP,

METHOD A, CLASS 4

(FILLED AND

TOPPED) 50.000 CUYD

B0240 30101-0000 AGGREGATE BASE 47,500.000 TON

Bid Schedule

A-11 AMENDMENT A003 06.01.2026

B0260 30401-5200

FULL DEPTH

RECLAMATION,

METHOD 2, 4-INCH

DEPTH

11.000 MILE

B0270 30401-5500

FULL DEPTH

RECLAMATION,

METHOD 2, 8-INCH

DEPTH

5.000 MILE

B0280 40101-5600

ASPHALT CONCRETE

PAVEMENT,

GYRATORY MIX, 1/2-

INCH OR 3/4-INCH

NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3

TO <3 MILLION ESAL

87,000.000 TON

B0300 40105-3000 ANTISTRIP ADDITIVE,

TYPE 3 870.000 TON

B0320 40601-0000 FOG SEAL 190.000 TON

B0330 41101-1000 PRIME COAT,

METHOD 1 635.000 TON

B0340 41105-0000 BLOTTER 655.000 TON

B0350 41201-0000 TACK COAT 190.000 TON

B0360 50101-0600

MINOR CONCRETE

PAVEMENT,

REINFORCED, 6-INCH

DEPTH

1,620.000 SQYD

B0370 55401-1000 REINFORCING STEEL 3,500.000 LB

B0380 60101-0000 CONCRETE 45.000 CUYD

B0390 60103-0140

CONCRETE,

HEADWALL FOR 24-

INCH PIPE CULVERT

2.000 EACH

B0400 60103-0180

CONCRETE,

HEADWALL FOR 36-

INCH PIPE CULVERT

2.000 EACH

B0410 60103-0220

CONCRETE,

HEADWALL FOR 48-

INCH PIPE CULVERT

8.000 EACH

B0420 60103-0640

CONCRETE,

HEADWALL FOR

DOUBLE 30-INCH PIPE

CULVERT

2.000 EACH

B0430 60103-0740

CONCRETE,

HEADWALL FOR

DOUBLE 60-INCH PIPE

CULVERT

4.000 EACH

B0440 60103-0780

CONCRETE,

HEADWALL FOR

DOUBLE 72-INCH PIPE

CULVERT

2.000 EACH

B0450 60201-0400 12-INCH PIPE

CULVERT 185.000 LNFT

B0460 60201-0600 18-INCH PIPE

CULVERT 280.000 LNFT

B0470 60201-0800 24-INCH PIPE

CULVERT 2,360.000 LNFT

B0480 60201-0900 30-INCH PIPE

CULVERT 315.000 LNFT

B0490 60201-1000 36-INCH PIPE

CULVERT 440.000 LNFT

B0500 60201-1200 48-INCH PIPE

CULVERT 270.000 LNFT

B0510 60201-1400 60-INCH PIPE

CULVERT 190.000 LNFT

B0520 60201-1600 72-INCH PIPE

CULVERT 125.000 LNFT

B0530 60210-0400 END SECTION FOR 12-

INCH PIPE CULVERT 8.000 EACH

Bid Schedule

A-12 AMENDMENT A003 06.01.2026

B0540 60210-0600 END SECTION FOR 18-

INCH PIPE CULVERT 12.000 EACH

B0550 60210-0800 END SECTION FOR 24-

INCH PIPE CULVERT 88.000 EACH

B0560 60210-0900 END SECTION FOR 30-

INCH PIPE CULVERT 8.000 EACH

B0570 60210-1000 END SECTION FOR 36-

INCH PIPE CULVERT 16.000 EACH

B0580 61901-3300 FENCE, TORTOISE

BARRIER 6,000.000 LNFT

B0590 62201-0200

DUMP TRUCK, 8

CUBIC YARD MINIMUM

CAPACITY

160.000 HOUR

B0600 62201-0550

BACKHOE LOADER, 6

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 24-INCH

WIDTH

120.000 HOUR

B0610 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

120.000 HOUR

B0620 62201-1450

BULLDOZER, 350HP

MINIMUM FLYWHEEL

POWER

120.000 HOUR

B0630 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM

BLADE

120.000 HOUR

B0640 62201-3350

HYDRAULIC

EXCAVATOR, 1 CUBIC

YARD MINIMUM

CAPACITY

120.000 HOUR

B0650 62301-0000 GENERAL LABOR 80.000 HOUR

B0660 62302-1100

SPECIAL LABOR,

HIRED SURVEY

SERVICES

80.000 HOUR

B0670 62303-1000

SPECIAL LABOR,

HIRED TECHNICAL

SERVICES

(ADTB)

ALL LPSM

B0680 62406-0100

PLACING

CONSERVED

TOPSOIL, 2-INCH

DEPTH

54.000 ACRE

B0690 62510-2000 SEEDING, HYDRAULIC

METHOD 54.000 ACRE

A001 B0695 62515-2000 MULCHING,

HYDRAULIC METHOD 54.000 ACRE

B0700 63301-0000 SIGN SYSTEM 87.000 EACH

B0710 63301-0000 SIGN SYSTEM (WITH FLASHING

BEACON) 8.000 EACH

B0720 63306-0400 POST, STEEL, 2-INCH

X 2-INCH 44.000 EACH

B0730 63308-2000 OBJECT MARKER,

TYPE 2 72.000 EACH

B0740 63309-0200 DELINEATOR, TYPE 2 1,150.000 EACH

B0750 63314-0000 RUMBLE STRIP 17.000 MILE

B0760 63316-1000 REMOVE AND RESET

SIGN

(PANEL ONLY) 44.000 EACH

B0770 63401-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

2,200.000 LNFT

B0780 63402-0300

PAVEMENT

MARKINGS, TYPE B,

SOLID

120.000 MILE

B0790 63402-0400

PAVEMENT

MARKINGS, TYPE B,

BROKEN

28.000 MILE

Bid Schedule

A-13 AMENDMENT A003 06.01.2026

B0800 63406-0100

RAISED PAVEMENT

MARKER, NON-

REFLECTIVE

320.000 EACH

A003 B0805 63501-0000 TEMPORARY TRAFFIC

CONTROL ALL LPSM

A003 B0810 63502-0600

TEMPORARY TRAFFIC

CONTROL,

BARRICADE TYPE 3

20.000 EACH

A003 B0820 63502-1300 TEMPORARY TRAFFIC

CONTROL, DRUM 300.000 EACH

A003 B0830 63502-3900

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

200.000 EACH

A003 B0840 63503-0400

TEMPORARY TRAFFIC

CONTROL,

CONCRETE BARRIER

2,500.000 LNFT

A003 B0850 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 10,000.000 HOUR

A003 B0860 63506-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 1,120.000 HOUR

A003 B0870 63507-0800

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

200.000 DAY

A003 B0880 63510-0100

TEMPORARY TRAFFIC

CONTROL, TRAFFIC

CONTROL

SUPERVISOR

40.000 WEEK

B0890 63701-0000 FIELD OFFICE 1.000 EACH

B0900 64620-0400 REMOVE AND RESET

MAILBOX 19.000 EACH

Submitted By: Schedule Total:

Bid Schedule

A-14 AMENDMENT A003 06.01.2026

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - Base

Schedule Bid Total

Schedule B - Base

Bid Schedule

A-15 AMENDMENT A003 06.01.2026

E-65

Material

635.02 Delete the Subsection and substitute the following:

635.02 Conform to the MUTCD and the following Sections and Subsections:

Concrete barrier (temporary) 618 Delineator and object marker retroreflectors 718.08 Guardrail (temporary) 617 Retroreflective sheeting 718.01 Sign panels 718.03 Sign posts 718.04 Sign hardware 718.06 Temporary plastic fence 710.11 Temporary pavement markings 718.16

Construction Requirements

635.07 Construction Signs. Delete the first paragraph and substitute the following:

Fabricate and install sign panels according to Subsection 633.05. Use Type III, IV, VIII, IX, or XI prismatic retroreflective sheeting. Use fluorescent sheeting for orange signs. For roll-up signs, use fluorescent Type VI retroreflective sheeting.

Add the following:

Provide the same type of sheeting on all post-mounted construction signs that pertain to the project.

Use crashworthy posts within the traversable area adjacent to traffic.

635.09 Flaggers. Add the following:

Perform the work described under MUTCD Part 6. Use fluorescent retroreflective sheeting on the “SLOW” side of the flagger paddle.

635.13 Temporary Pavement Markings and Delineation. Add the following:

For seasonal suspensions, apply the permanent pavement marking pattern with temporary traffic paint.

(d) Delineation for Unmarked Pavements with Vehicle Positioning Guides. For unmarked pavements, install signing and vehicle positioning guides as indicated in the plans.

AMENDMENT A003 06.01.2026

E-66

Use vehicle positioning guides that meet the requirements of Subsection 718.16(b), pavement markers.

Remove all vehicle positioning guides before placing additional pavement layers. Remove all vehicle positioning guides from the surface course before placing permanent pavement markings.

635.13 Temporary Pavement Markings and Delineation. Add the following to the last paragraph:

If permanent pavement markings are not placed within 14 days, provide, at no cost to the contract, additional temporary delineation equivalent to the permanent pavement marking pattern required by the contract.

Measurement

635.24

Add the following:

Measure flaggers, for each hour a person is actually performing the work. Do not measure time required to set up and take down required signage.

Delete the second paragraph and substitute the following:

When measuring temporary traffic control pay items, measure only one time even if relocated or replaced.

Add the following:

Measure Traffic Control Supervisor by the week (7 consecutive days, beginning and ending at midnight on the same day of the week) for the work described in Subsection 156.09.

Payment

635.25 Add the following:

Progress payments for temporary traffic control by the lump sum will be paid as follows:

(a) 25 percent of the pay item amount will be paid after initial construction signs are in place and needed devices onsite for use.

(b) An additional 65 percent of the pay item amount will be prorated based on total work complete in the contract.

(c) The remaining portion of the pay item amount will be paid after the construction signs and devices are no longer needed and have been removed from the project.

E-67

Section 637. — FACILITIES AND SERVICES

Delete this Section and substitute the following:

Description

637.01 This work consists of providing, installing, maintaining, and removing facilities and services for the exclusive use of Government personnel.

Construction Requirements

637.02 General. Provide the facilities and services starting no later than 14 days before starting on-site construction activities and ending no sooner than 21 days after on-site construction activities have concluded for all contract and Government option work. Provide notice for removal or termination date for facilities and services.

Submit a list of facilities, proposed facility locations, services, furnishings, and equipment for approval before committing to or signing any agreements or leases for these items.

Comply with applicable ordinances, safety codes, rules, and regulations.

If facilities or services become defective, are damaged, stolen, or for other reasons do not function as intended; repair or provide a replacement within 8 hours after being notified. Repairs and replacements are subject to approval.

Pay bills, including taxes and fees, for facilities and services by the payment due date.

Remove facilities and services when directed.

637.03 Facilities. Perform site work to accommodate the placement or construction of facilities.

Comply with Subsection 107.10(d).

Provide and maintain facilities according to Tables 637-1 and 637-2. If not otherwise specified, provide furnishings of standard size, character, and condition for their function. Provide batteries and light bulbs necessary for the provided furnishings.

Provide safe, secure, sanitary, weatherproof buildings or trailers in good condition. Provide services according to Subsection 637.04.

Restore the ground to its original condition upon removal of facilities.

(a) Field office. Locate field office where high-speed internet service is available. Provide one of the following:

E-68

(1) Office trailer. Provide a portable office trailer. Locate the office trailer on or adjacent to the project site. Locate the trailer so that it can be accessed 24 hours a day, 7 days a week. Provide exterior lighting to illuminate the area surrounding the Government field office at night. Equip the lights with photocell sensor devices and motion detectors to activate the lights.

(2) Commercial office space. Provide office space at a commercial development adjacent or near to the project site.

E-69

Table 637-1 Minimum Requirements for Field Facilities

Property Field Office (Each)

Floor space, square feet 400 Locking outside door, deadbolt with 2 sets of keys 1 Steps with slip-proof tread and handrails ✓(1)

Windows with locks 2 Total window area, square feet 30 Ceiling height, 7 feet ✓ Rooms including toilet room 4 Room size, except toilet room, square feet 100 Shelves, 12-inch depth, square feet 12 Electrical lighting ✓ Heat and air conditioning, maintain temperature of 72±7 °F(2) ✓ Adequate electrical outlets ✓ Surge protectors 3 Adequate electricity (120 and 240 V, 60 cycle as applicable) ✓

Adequate potable water supply ✓ Drinking water cooler with water supply ✓ Sink with faucets for both hot and cold water ✓ Parking for three vehicles on gravel, or paved surface ✓ 6-foot high chain link fence with gate around building and parking area ✓

(1) As required by local code.

(2) If window air conditioning is provided, provide a separate unit for each room

E-70

Table 637-2 Minimum Facility Furnishings

Furnishing Field Office (Each)

Table, wood or like, 96"L x 30"W x 30"H 3 File cabinet, 2-drawer, fire resistant, metal, with lock and keys 1 File cabinet, 4-drawer, metal 1 Desk, wood or like, 60”L x 30”W x 30”H(1) 2 Desk lamp(1) 2 Office chair(1) 5 Storage cabinet, 72"L x 36"W x 18"H 1 Fire extinguisher 1 Refrigerator, 18-cubic foot 1 Microwave oven, 1.1 cubic foot, 1100 watt 1

(1) Meet accepted industry standards for ergonomics.

(b) Storage facility. With the field office, provide a storage facility with a minimum floor space of 64 square feet, that is secure, enclosed, covered, and protected from the elements.

Secure the storage facility with a padlock or other approved device. Provide keys, lock combinations, or gate codes necessary for entry to the CO. Provide one of the following:

(1) Stand-alone facility. Provide a stand-alone structure or storage container located adjacent to the Government field office. Position the facility, or make improvements to the site, so that vehicles can park within 50 feet of the facility for loading and unloading.

(2) Commercial facility. Provide a drive-up storage facility at a commercial development located within 15 roadway miles of the project.

637.04 Services. Provide utilities and services necessary to operate field offices according to Table 637-3 and the following.

(a) Electricity. Provide electrical service from the local utility. Obtain approval to use generators if electricity cannot be provided to the facility by the utility.

(b) Water. Provide continuous potable water supply.

(c) Natural gas, propane, or heating oil. Provide service from a local utility or provider when required for appliances and furnishings.

(d) Sewer. Provide service from the local utility if required. Provide toilet paper, hand soap, and paper towels for bathrooms.

(e) Portable toilet. Provide portable toilets if sewer or septic hookups are unavailable for field office trailers. Provide one portable toilet with weekly service and cleanings. Locate portable

E-71 toilet adjacent to the field office, as directed. Provide hand sanitizer and toilet paper. Provide a padlock if requested.

(f) Trash and waste disposal. Provide trash and waste disposal service weekly.

(g) Drinking water. Provide a bottled water dispenser, capable of cooling and dispensing chilled water. Provide purified drinking water for use with the water dispenser.

(h) Snow removal. Perform snow removal if directed. Plow parking areas and access roads to the provided facilities. Shovel sidewalks and walkways.

(i) Landscape maintenance. Perform landscape maintenance if directed.

(j) Pest control. Perform pest control if directed.

(k) High-speed internet. Provide dedicated commercial high-speed internet service. Do not impose bandwidth limitations, data caps, or throttling. The service must meet the following:

(1) One of the following:

(a) Fiber Optic Service (FIOS), Cable Internet Service, or Digital Subscriber Line (DSL), with the following properties:

(1) Download speed of at least 25 megabits per second; and

(2) Upload speed of at least 10 megabits per second; or

(b) Satellite connection with the following capabilities:

(1) Download speed of at least 5 megabits per second;

(2) Upload speed of at least 2 megabits per second; and

(3) Capable of mobile operation.

(2) Equipped with a modem and a router with a firewall or a router and a firewall appliance;

(3) Router with Internet Protocol Version 6 (IPv6) capable, Wi-Fi Protected Access II (WPA2) or higher encryption, Simple Network Management Protocol (SNMP) Monitoring, Dynamic Host Configuration Protocol (DHCP), and at least Category 6 Registered Jack 45 (RJ45) LAN office drop cables; and

(4) Supports simultaneous internet access of at least 3 workstations connected by Category 6 Registered Jack 45 (RJ45) LAN office drop cables.

If the required service options are not available, alternate internet access service options may be submitted for approval.

E-72

(l) Telephone. Provide local and long-distance landline telephone service from a local provider. Supply two cordless telephones with the following capabilities:

(1) Touch tone, speaker phone, speed dial, hold button, and conference calling features;

and

(2) One digital telephone answering machine or voicemail service capable of answering, recording, storing, and playing back telephone messages with a storage capacity of at least 30 minutes in length.

(m) All-in-One (AIO) device. A self-feeding plain paper printer, copier, and scanner with the following minimum capabilities:

(1) Printing, copying, and scanning black and white, and color hardcopies for each size paper; 8½- by 11-inch (letter size), 8½- by 14-inch (legal size), and 11- by 17-inch paper;

(2) Equipped with 3 separate paper trays, 1 for each size paper; 8½- by 11-inch (letter size), 8½- by 14-inch (legal size), and 11- by 17-inch paper.

(3) Automatic document feeder capable of making at least 20 copies per minute for each size paper;

(4) Reducing or enlarging originals, including duplex (double-sided) copying, for each size paper;

(5) Capable of scanning at 600 dpi for each size paper;

(6) Reducing or enlarging originals, including duplex (double-sided) copying, for each size paper;

(7) Copying to Universal Serial Bus (USB) flash drive in Adobe Acrobat (*.pdf) file format; and

(8) Built-in wireless technology (Wi-Fi capable).

Furnish all necessary supplies for the AIO device, including paper.

E-73

Table 637-3 Services Provided for Facilities

Service Field Office

Electricity (120 and 240 V, 60 cycle as applicable) ✓ Water ✓ Natural Gas, Propane, and Heating Oil(1) ✓ Sewer(1) ✓ Portable Toilet(2) ✓ Trash and Waste Disposal ✓ Drinking Water ✓ Snow Removal(3) ✓ Landscape Maintenance(3) ✓ Pest Control(3) ✓ High-Speed Internet ✓ Telephone ✓ All-in-One (AIO) Device ✓

(1) If required for provided appliances or furnishings.

(2) If indoor flush toilets are not available.

(3) Provide service if directed.

637.05 Acceptance. Facilities and services will be evaluated under Subsections 106.02 and 106.04.

Measurement

637.06 Measure the Section 637 pay items listed in the bid schedule according to Subsection 109.02.

Payment

637.07 The accepted quantities will be paid at the contract price per unit of measurement for the Section 637 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Progress payments for facilities and services will be paid as follows:

(a) 75 percent of the pay item amount will be paid after installation and acceptance for occupancy.

(b) The remaining portion of the pay item amount will be paid after the facilities and services are removed.

E-74

Add the Following Section:

Section 646. — ROADSIDE DEVELOPMENT

Description

646.01 This work consists of removing and resetting existing mailboxes and maintaining access to mailboxes and mail delivery during construction.

Material

646.02 Conform to the requirements of the AASHTO Manual for Assessing Safety Hardware (MASH) or NCHRP Report 350.

Construction Requirements

646.03 General. Contact local United States Postal Service office regarding requirements of mailbox relocations. Temporarily relocate existing mailboxes to be reset. Before construction, document the condition of the existing mailbox, post, foundation, and overall mailbox system by taking photographs from all four cardinal directions. Notify the CO if a mailbox cannot be relocated using existing parts and components immediately and submit proposed materials and design information to relocate the mailbox for CO approval. During construction, move each mailbox as shown in the plans to clear way for construction activities. Each mailbox must always be accessible for delivery based on local USPS office requirements. Obtain CO approval on location of mailboxes prior to relocating. After construction, reset each mailbox to their original locations. Replace all mailboxes damaged during removal, storage, and resetting.

646.04 Acceptance. Material and installation are evaluated under Subsection 106.02.

Excavation and backfill will be evaluated under Section 209.

Measurement

646.05 Measure the Section 646 items listed in the bid schedule according to Subsection 109.02.

Payment

646.06 The accepted quantities will be paid at the contract price per unit of measurement for the Section 646 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Section 702. — ASPHALT MATERIAL

702.01 Asphalt Binder. Delete the Subsection and add the following:

702.01 Asphalt Binder. Conform to M 320, Table 1.

In AASHTO M 320, Table 1 replace footnote f with the following:

E-75 g If the creep stiffness is below 300 MPa, the direct tension test is not required. If the creep stiffness is between 301 and 600 MPa, the creep stiffness value shall be used. The m-value requirement must be satisfied in both cases.

Section 703. — AGGREGATE

703.01 Add the following:

703.01 Fine Aggregate for Concrete.

(c) Sand equivalent value, AASHTO T 176, 75 min.

Alternate Method No. 2

703.05 Subbase, Base, and Surface Course Aggregate.

(a) General. Delete the following:

(3) Durability index (coarse), AASHTO T 210 35 min.

(4) Durability index (fine), AASHTO T 210 35 min.

(b) Subgrade or Base aggregate. Delete line (2) and substitute the following:

(2) Liquid limit, AASHTO R 58 and T 89 25 max

Add the following:

703.18. Pea Gravel. Furnish hard, clean, non-organic rock conforming to the following:

(1) Maximum aggregate size: 3/8"

(2) Gradation according to Table 703-13.

Table 703-13 Pea Gravel Gradation

Sieve Size Percent by Mass Passing

Designated Sieve (AASHTO T 27 and T 11)

3/8 inch (9.5 mm) 80-100 No. 4 (4.75 mm) 10-30 No. 8 (425 µm) 0-10

No. 200 (75 µm) 0-1

E-76

Section 708. — PLASTIC PIPE

708.09 Add the following:

708.10 Steel Reinforced Polyethylene (SRPE) pipe. Provide pipe and fittings conforming to ASTM D3350 or AASHTO Designation M 335 and MP 40 and a minimum cell classification of 345464C. Only use recycled compounds from the same manufacturing plant and of the same resin type.

Section 713. — ROADSIDE IMPROVEMENT MATERIAL

713.04 Seed. Add the following:

Use the following seed mix:

Table 1. Seed Mix

Species and Common Name

LBS pure live seed (PLS) for 1 acre

Estimated number of seeds in one pound of pure live seed

Estimated number seeds in mix

Estimated number of live seeds per sq ft

Atriplx confertifolia (Shadscale slatbush)

4 60,500 242,000 6

Sphaeralcea ambigua (desert globemallow)

1.5 500,000 750,000 17

Ambrosia dumosa (white bursage)

2 38,400 76,800 2

Larrea tridentata (Creosote) *

2 80,000 160,000 4

Aristida purpurea (Purple threeawn)

2 156,000 312,000 7

Plantago ovata(Indian wheat)*

3 150,000 450,000 10

Total 14.5 984900 1,990,800 46 *Target between 10 and 50 live seeds per square foot based on estimated number of seed per pound. Adjust pounds live seed per acre to meet this target. Adjust quantity ordered to account for the percentage of pure live seed

Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL

718.01 Retroreflective Sheeting. Add the following:

Furnish fluorescent type sheeting for all signs and all devices specifying an orange or a yellow background.

E-77

Section 725. — MISCELLANEOUS MATERIAL

725.04 Pozzolans. Delete line (a) and substitute the following:

(a) Fly ash. Conform to AASHTO M 295 4.5 percent max Class C or Class F.

When used to mitigate alkali-silica reactivity, also available alkalies as equivalent Na2O

Sheet and Description

B7 B7 B8 B10-B12 B13 B14 B15-B21 B22-B24 B25

Survey and

Staking

Summary

Miscellaneous

Summary

Grading

Summary

Surfacing

Summary

Drainage

Summary

Headwall and Riprap

Fill Material

Summaries

Permanent

Sign

Summary

Permanent

Pavement

Markings

Summary

Temporary

Traffic

Control

Summary

BID

SCHEDULE

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 32 32

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 52 52

A0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING

CONTROL MILE 15.5 15.5

A0050 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 31 31

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0070 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0090 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0100 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0110 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0120 20101-0000 CLEARING AND GRUBBING ACRE 45 1 46

A0130 20301-0700 REMOVAL OF DELINEATOR EACH 146 146

A0140 20301-2400 REMOVAL OF SIGN EACH 54 54

A0150 20301-2400 REMOVAL OF SIGN,(POST ONLY) EACH 44 44

A0160 20302-2100 REMOVAL OF PIPE CULVERT LNFT 1297 23 1320

A0170 20402-0000 SUBEXCAVATION CUYD 500 As approved by CO

A0180 20420-0000 EMBANKMENT CONSTRUCTION CUYD 8521 1479 10000

A0190 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 787 13 800

A0200 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2,(FILLED AND

TOPPED) CUYD 322 28 350

A0210 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3,(FILLED AND

TOPPED) CUYD 280 20 300

A0220 30101-0000 AGGREGATE BASE TON 25039 2461 27500

A0240 30401-5200 FULL DEPTH RECLAMATION, METHOD 2, 4-INCH DEPTH MILE 10.8 0.2 11

A0250 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH MILE 4.6 0.4 5

A0260 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3

TO <3 MILLION ESAL TON 63038 8962 72000

A0280 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 630.4 89.6 720

A0300 40601-0000 FOG SEAL TON 144.5 5.5 150

A0310 41101-1000 PRIME COAT, METHOD 1 TON 481.8 18.2 500

A0320 41105-0000 BLOTTER TON 496.7 13.3 510

A0330 41201-0000 TACK COAT TON 144.5 5.5 150

A0340 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 1605.9 14.1 1620

A0350 55401-1000 REINFORCING STEEL LB 3440 60 3500

A0360 60101-0000 CONCRETE CUYD 44.2 0.8 45

A0370 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 2 2

A0380 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 2 2

PAY ITEM

NUMBER

LINE

ITEM

NO.

c p w w o rk in g \c e n tr a l0

\d

N V F

L A P N

Y E

(1

S c h A

S O

Q .x ls m

]S h e e t

-M a y -2

:3 P

M

A

M

E

N

D

SUMMARY OF QUANTITIES - Schedule A

Milestone: Amendment A003 EE; Date Completed: 5/28/2026

Remarks and/or

Determination of

Estimated Quantity

Estimated

Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B1

NV FLAP NYE 10(1)

BOB RUUD MEM HWY

SHEET

NUMBER

JESSE L.

OMTVEDT

05/28/2026

12/31/2027

Survey and

Staking

Summary

Miscellaneous

Summary

Grading

Summary

Surfacing

Summary

Drainage

Summary

Headwall and Riprap

Fill Material

Summaries

Permanent

Sign

Summary

Permanent

Pavement

Markings

Summary

Temporary

Traffic

Control

Summary

BID

SCHEDULE

A0390 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT EACH 8 8

A0400 60103-0640 CONCRETE, HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT EACH 2 2

A0410 60201-0400 12-INCH PIPE CULVERT LNFT 176 9 185

A0420 60201-0600 18-INCH PIPE CULVERT LNFT 264 16 280

A0430 60201-0800 24-INCH PIPE CULVERT LNFT 1192 18 1210

A0440 60201-0900 30-INCH PIPE CULVERT LNFT 188 12 200

A0450 60201-1000 36-INCH PIPE CULVERT LNFT 362 23 385

A0460 60201-1200 48-INCH PIPE CULVERT LNFT 259 11 270

A0470 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 8 8

A0480 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 12 12

A0490 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 50 50

A0500 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 4 4

A0510 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 14 14

A0520 61901-3300 FENCE, TORTOISE BARRIER LNFT 3000 3000

A0530 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 120

A0540 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 100

A0550 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 100

A0560 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 100

A0570 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 100

A0580 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 100

A0590 62301-0000 GENERAL LABOR HOUR 60

A0600 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 60

A0610 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(ADTB) LPSM ALL

A0620 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 38.7 1.3 40

A0630 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 38.7 1.3 40

A001 A0635 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 38.7 1.3 40

A0640 63301-0000 SIGN SYSTEM EACH 64 64

A0650 63301-0000 SIGN SYSTEM,(WITH FLASHING BEACON) EACH 8 8

A0660 63306-0400 POST, STEEL, 2-INCH X 2-INCH EACH 44 44

A0670 63308-2000 OBJECT MARKER, TYPE 2 EACH 48 48

A0680 63309-0200 DELINEATOR, TYPE 2 EACH 970 970

A0690 63314-0000 RUMBLE STRIP MILE 1.5 0.2 1.7

A0700 63316-1000 REMOVE AND RESET SIGN,(PANEL ONLY) EACH 44 44

A0710 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 2184 66 2250

A0720 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 46.1 0.9 47

A0730 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 20.9 1.1 22

A0740 63406-0100 RAISED…