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

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

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF26B000003

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

05/01/2026

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

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

HFLCEO260125PR

6. PROJECT NO.

NV FLAP NYE 10(1)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Denise Martinez, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. 48 CFR, CHAPTER 1, FEDERAL ACQUISTION REGULATION (FAR), REVOLUTIONARY FAR OVERHAUL (RFO)

AND THE DEPARTMENT OF TRANSPORATION REGULATION (TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES.

3. SPECIAL CONTRACT REQUIREMENTS.

4. PLANS.

5. BID SCHEDULE.

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14, U.S. CUSTOMARY UNITS.

7. SUBCONTRACTING PLAN. (IF APPLICABLE)

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *See Page A-3

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

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

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m.

(hour) local time on 06/1002/2026 (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.

B. An offer guarantee is is not required.

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.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1 A001 Amendment 05.20.2026 denise.martinez Cross-Out

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 A001 05.20.2026

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

(CONTRACTOR

FURNISHED LAB)

A-7

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

A-8

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

A0750 63502-0600

TEMPORARY TRAFFIC

CONTROL,

BARRICADE TYPE 3

20.000 EACH

A0760 63502-1300 TEMPORARY TRAFFIC

CONTROL, DRUM 300.000 EACH

A0770 63502-3900

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

200.000 EACH

A0780 63503-0400

TEMPORARY TRAFFIC

CONTROL,

CONCRETE BARRIER

2,500.000 LNFT

A0790 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 8,000.000 HOUR

A0800 63506-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 1,120.000 HOUR

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

A-9

A0810 63507-0800

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

165.000 DAY

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

A0070 15401-000 CONTRACTOR TESTING ALL LPSM $_________________

BID ALTERNATED ITEM (Government Furnished Lab) See page A-4

A-10

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

(CONTRACTOR

FURNISHED LAB)

A-11

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

A-12

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

A-13

B0800 63406-0100

RAISED PAVEMENT

MARKER, NON-

REFLECTIVE

320.000 EACH

B0810 63502-0600

TEMPORARY TRAFFIC

CONTROL,

BARRICADE TYPE 3

20.000 EACH

B0820 63502-1300 TEMPORARY TRAFFIC

CONTROL, DRUM 300.000 EACH

B0830 63502-3900

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

200.000 EACH

B0840 63503-0400

TEMPORARY TRAFFIC

CONTROL,

CONCRETE BARRIER

2,500.000 LNFT

B0850 63506-0500 TEMPORARY TRAFFIC

CONTROL, FLAGGER 10,000.000 HOUR

B0860 63506-0600 TEMPORARY TRAFFIC

CONTROL, PILOT CAR 1,120.000 HOUR

B0870 63507-0800

TEMPORARY TRAFFIC

CONTROL, PORTABLE

CHANGEABLE

MESSAGE SIGN

200.000 DAY

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

B0070 15401-000 CONTRACTOR TESTING ALL LPSM $_________________

BID ALTERNATED ITEM (Government Furnished Lab) See page A-4

A-14

Total-Schedule(s) and Option(s) Bid Total

Schedule A, Schedule B

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - Base

Schedule Bid Total

Schedule B - Base

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

A-15

E-38

Do not exceed 520 acres if combined grubbing and grading operations at one time.

157.07 Stormwater Pollution Prevention Plan. Prepare, submit, and implement a Construction SWPPP following the SWPPP template of the state in which the project is located. Include the Federal Highway Administration as an operator on the project in charge of plans and specifications. If the state does not provide a template, follow the SWPPP template provided by the Environmental Protection Agency (EPA) (https://www.epa.gov/npdes/construction-general-permit-resources-tools-and-templates#swppp).

Provide a SWPPP according to the Stormwater Construction General Permit (CGP).

Provisions in the SWPPP are incorporated by reference into the contract. Provide an electronic copy of the SWPPP.

Based on the approved SWPPP, provide the CO a list of the planned pollution prevention devices for each of the following: erosion controls, sediment controls, and non-stormwater controls.

Implement the SWPPP as required throughout the construction period. Modify the erosion, sediment, and non-stormwater pollution control details and SWPPP plans as necessary to accommodate project site conditions and proposed construction operations. Update the SWPPP when modifying erosion, sediment, and non-stormwater pollution controls. Provide a copy of the updated SWPPP monthly to the CO for review.

157.08 Soil Erosion Control. Apply erosion control measures to stabilize soils and to control temporary concentrated flows throughout the duration of the project. Construct and maintain measures according to manufacturer’s recommendations.

157.09 Sediment Control. Apply sediment control measures to intercept, slow, and detain the flow of stormwater throughout the duration of the project. Construct and maintain measures according to manufacturer’s recommendations.

157.10 Non-Stormwater Controls. Apply non-stormwater measures as needed and as required in the SWPPP to control non-stormwater discharges, and to prevent or limit potential pollutants at their source from contact with stormwater throughout the duration of the project. Construct and maintain measures according to manufacturer’s recommendations.

157.11 Acceptance. Material for erosion, sediment, and non-stormwater pollution control measures will be evaluated under Subsections 106.02 and 106.03.

Construction, maintenance, and removal of erosion control, sediment control, and non-stormwater controls will be evaluated under Subsections 106.02 and 106.04.

Measurement

AMENDMENT A001 05.20.2026

denise.martinez Cross-Out

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

:0 P

M

A

M

E

N

D

SUMMARY OF QUANTITIES - Schedule A

Milestone: Amendment A001 EE; Date Completed: 5/14/2026

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

05/15/2026

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 PAVEMENT MARKER, NON-REFLECTIVE EACH 312 8 320

A0750 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 20 20

A0760 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 300 300

ALLOWANCE

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity 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

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

LINE

ITEM

NO.

-M a y -2

:0 P

M

Milestone: Amendment A001 EE; Date Completed: 5/14/2026

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT

PROJECT

B2

NV FLAP NYE 10(1)

BOB RUUD MEM HWY

SHEET

NUMBER

JESSE L.

OMTVEDT

05/15/2026

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

A0770 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 200 200

A0780 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 2500 2500

A0790 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 8000 8000

A0800 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1120 1120

A0810 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN DAY 165 165

A0820 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR WEEK 33 33

A0830 63701-0000 FIELD OFFICE EACH 1

A0840 64620-0400 REMOVE AND RESET MAILBOX EACH 19 19

ALLOWANCE

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity 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

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

LINE

ITEM

NO.

-M a y -2

:0 P

M

Milestone: Amendment A001 EE; Date Completed: 5/14/2026

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT

PROJECT

B3

NV FLAP NYE 10(1)

BOB RUUD MEM HWY

SHEET

NUMBER

JESSE L.

OMTVEDT

05/15/2026

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

B0010 15101-0000 MOBILIZATION LPSM ALL

B0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 33 33

B0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 80 80

B0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING

CONTROL MILE 20.5 20.5

B0050 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 41 41

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0070 15401-0000 CONTRACTOR TESTING LPSM ALL

B0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0090 15701-0000 SOIL EROSION CONTROL LPSM ALL

B0100 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

B0110 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

B0120 20101-0000 CLEARING AND GRUBBING ACRE 61.3 1.9 63.2

B0130 20301-0700 REMOVAL OF DELINEATOR EACH 196 196

B0140 20301-2400 REMOVAL OF SIGN EACH 70 70

B0150 20301-2400 REMOVAL OF SIGN,(POST ONLY) EACH 44 44

B0160 20302-2100 REMOVAL OF PIPE CULVERT LNFT 2178 22 2200

B0170 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 12264 236 12500

B0180 20401-0000 ROADWAY EXCAVATION CUYD 27789 3211 31000

B0190 20402-0000 SUBEXCAVATION CUYD 500 As directed by CO

B0200 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 787 13 800

B0210 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2,(FILLED AND

TOPPED) CUYD 571 59 630

B0220 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3,(FILLED AND

TOPPED) CUYD 433 37 470

B0230 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4,(FILLED AND

TOPPED) CUYD 46 4 50

B0240 30101-0000 AGGREGATE BASE TON 43319 4181 47500

B0260 30401-5200 FULL DEPTH RECLAMATION, METHOD 2, 4-INCH DEPTH MILE 10.8 0.2 11

B0270 30401-5500 FULL DEPTH RECLAMATION, METHOD 2, 8-INCH DEPTH MILE 4.6 0.4 5

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 TON 76361 10639 87000

B0300 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 763.6 106.4 870

B0320 40601-0000 FOG SEAL TON 181.4 8.6 190

B0330 41101-1000 PRIME COAT, METHOD 1 TON 604.6 30.4 635

B0340 41105-0000 BLOTTER TON 623.4 31.6 655

B0350 41201-0000 TACK COAT TON 181.4 8.6 190

B0360 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 1605.9 14.1 1620

B0370 55401-1000 REINFORCING STEEL LB 3440 60 3500

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 B

S O

Q .x ls m

]S h e e t

-M a y -2

:0 P

M

A

M

E

N

D

SUMMARY OF QUANTITIES - Schedule B

Milestone: Amendment A001 EE; Date Completed: 5/14/2026

Remarks and/or

Determination of

Estimated Quantity

Estimated

Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B4

NV FLAP NYE 10(1)

BOB RUUD MEM HWY

SHEET

NUMBER

JESSE L.

OMTVEDT

05/15/2026

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

B0380 60101-0000 CONCRETE CUYD 44.2 0.8 45

B0390 60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT EACH 2 2

B0400 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 2 2

B0410 60103-0220 CONCRETE, HEADWALL FOR 48-INCH PIPE CULVERT EACH 8 8

B0420 60103-0640 CONCRETE, HEADWALL FOR DOUBLE 30-INCH PIPE CULVERT EACH 2 2

B0430 60103-0740 CONCRETE, HEADWALL FOR DOUBLE 60-INCH PIPE CULVERT EACH 4 4

B0440 60103-0780 CONCRETE, HEADWALL FOR DOUBLE 72-INCH PIPE CULVERT EACH 2 2

B0450 60201-0400 12-INCH PIPE CULVERT LNFT 176 9 185

B0460 60201-0600 18-INCH PIPE CULVERT LNFT 264 16 280

B0470 60201-0800 24-INCH PIPE CULVERT LNFT 2241 119 2360

B0480 60201-0900 30-INCH PIPE CULVERT LNFT 298 17 315

B0490 60201-1000 36-INCH PIPE CULVERT LNFT 419 21 440

B0500 60201-1200 48-INCH PIPE CULVERT LNFT 259 11 270

B0510 60201-1400 60-INCH PIPE CULVERT LNFT 174 16 190

B0520 60201-1600 72-INCH PIPE CULVERT LNFT 120 5 125

B0530 60210-0400 END SECTION FOR 12-INCH PIPE CULVERT EACH 8 8

B0540 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 12 12

B0550 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 88 88

B0560 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 8 8

B0570 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 16 16

B0580 61901-3300 FENCE, TORTOISE BARRIER LNFT 6000 6000 Staging areas

B0590 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 160

B0600 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 120

B0610 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 120

B0620 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 120

B0630 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 120

B0640 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 120

B0650 62301-0000 GENERAL LABOR HOUR 80

B0660 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 80

B0670 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES,(ADTB) LPSM ALL

B0680 62406-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH ACRE 52.5 1.5 54

B0690 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 52.5 1.5 54

A001 B0695 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 52.5 1.5 54

B0700 63301-0000 SIGN SYSTEM EACH 87 87

B0710 63301-0000 SIGN SYSTEM,(WITH FLASHING BEACON) EACH 8 8

B0720 63306-0400 POST, STEEL, 2-INCH X 2-INCH EACH 44 44

B0730 63308-2000 OBJECT MARKER, TYPE 2 EACH 72 72

B0740 63309-0200 DELINEATOR, TYPE 2 EACH 1150 1150

B0750 63314-0000 RUMBLE STRIP MILE 16.7 0.3 17

-M a y -2

:0 P

M

Milestone: Amendment A001 EE; Date Completed: 5/14/2026

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT ALLOWANCE

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity 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 B

S O

Q .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule B

A

M

E

N

D

LINE

ITEM

NO.

PROJECT

B5

NV FLAP NYE 10(1)

BOB RUUD MEM HWY

SHEET

NUMBER

JESSE L.

OMTVEDT

05/15/2026

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

B0760 63316-1000 REMOVE AND RESET SIGN,(PANEL ONLY) EACH 44 44

B0770 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 2184 16 2200

B0780 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 117.6 2.4 120

B0790 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 26.7 1.3 28

B0800 63406-0100 RAISED PAVEMENT MARKER, NON-REFLECTIVE EACH 312 8 320

B0810 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 20 20

B0820 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 300 300

B0830 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 200 200

B0840 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 2500 2500

B0850 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 10000 10000

B0860 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1120 1120

B0870 63507-0800 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE

MESSAGE SIGN DAY 200 200

B0880 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL

SUPERVISOR WEEK 40 40

B0890 63701-0000 FIELD OFFICE EACH 1

B0900 64620-0400 REMOVE AND RESET MAILBOX EACH 19 19

-M a y -2

:0 P

M

Milestone: Amendment A001 EE; Date Completed: 5/14/2026

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT ALLOWANCE

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity 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 B

S O

Q .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule B

A

M

E

N

D

LINE

ITEM

NO.

PROJECT

B6

NV FLAP NYE 10(1)

BOB RUUD MEM HWY

SHEET

NUMBER

JESSE L.

OMTVEDT

05/15/2026

MISCELLANEOUS SUMMARIES

SURVEY AND STAKING AND

moved tortoise fencing quantity to bottom project wide line.

AMENDMENT A001: Added Mulching Hydraulic Method item and quantities, REVISED 5/14/2026

S

U R

V E

Y A

N D

S T

A K

IN

G

A N

D M

IS

C

E L

L A

N E

O U

S S

U M

M A

R

IE

S

S h e e t] c p w w o rk in g \c e n tr a l0

\d

\T

A B

(N V

F

L A

P )N

Y E

(1 d g n

:0

A

M

M a y

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

NV FLAP NYE 10(1)

B6

BOB RUUD MEM HWY

JESSE L.

OMTVEDT

05/15/2026

12/31/2027

B7

Bid Schedule: Remove and replace sheets A-6 through A-15 SCR's: Remove and replace sheet E-38.

Plans: Remove and replace sheets B1 through B7.