Amendment A003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A003 1/11/2024 N/A See Box 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

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

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056723R000004

9B. DATED (SEE ITEM 11)

12/01/2023

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

(_x_ ) is extended, ( ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR

ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

D OTHER (Specify type of modification and authority)

N/A

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

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

UT NP MULTI PMS(2), Pavement Preservation Southern Utah &

NV NP GRBA PMS(1), Pavement Preservation Great Basin

See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, rema ins unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A003, dated 1-11-2024 UT NP MULTI PMS(2) & NV NP GRBA PMS(1)

Solicitation No. 69056723R000004 Pavement Preservation Southern Utah &

Page 2 Pavement Preservation Great Basin

REVISIONS ARE AS FOLLOWS:

OFFER SUBMITTAL CHECKLIST

Revises Checklist.

SF 1442 (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 01/17/2024 to 01/23/2024.

SOLICITATION, OFFER, AND AWARD

Page A-6. Revises Subcontracting Plan paragraph.

BID SCHEDULE

Pages A-7 through A-14. Revises pages to add Pay Items 15101-0000, 15201-0000, 15301-0000, 15401-0000, and 15501-0000 to Schedules for Option X and Y; and add

Pay Item 15802-0000 to Schedule for Option X.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-6, Subsection 407.11, Placing and Finishing. Revises footnote (3) in Table 407-1.

Pages G-2 through G-3, Subsection 703.09, Chip Seal Aggregate. Revises 1st paragraph, Subsection (e)(2), and Table 703-7.

PLANS

Plan Sheets B.1 through B.3 Revises Sheets to add Pay Items 15101-0000, 15201-0000, 15301-0000, 15401-0000, and 15501-0000 to Schedules for

Option X and Y; and add Pay Item 15802-0000 to Schedule for Option X .

ENCLOSURES

Pages:

Offer Submittal Checklist / A-6 / A-7 through A-14 / F-6 / G-2 through G-3

Plan Sheets:

B.1 through B.3

Page(s) not included due to Pen and Ink change(s):

A-3

Notice to Bidders: Please submit revised pages A-7 through A-14 with your bid.

New bid opening date: 01-23-2024

Offer Submittal Checklist

Offer Submittal Checklist UT NP MULTI PMS(2), Pavement Preservation Southern Utah & NV NP GRBA PMS(1), Pavement Preservation Great Basin

Before submitting your offer, please review the following:

Done?

Is this in the envelope?

Bid Envelope Did I correctly address the envelope? (See page A-3, blocks 7 & 8) Does the lower left corner of the envelope include the Solicitation Number and the project name/number?

Pages A-3 & A-4 (SF 1442, Solicitation Offer & Award) Did I include our firm name and address in block 14?

Did I include our firm’s phone number in block 15?

Did I include our firm’s remittance address in block 16?

(Use when different than block 14) Did I include my unique entity identifier and my Cage Code?

Did I include the number & date of all amendments in block 19?

Did the appropriate official sign/date in block 20A, 20B & 20C?

Subcontracting Plan (see page A-6a) Did I include the completed subcontracting plan (LARGE businesses only)

Bid Schedule (see page A-7) Did I insert “Unit Bid Price” and “Amount Bid” for each bid item?

Did the appropriate official initial corrections?

When applicable, did I include the totals for each schedule in the summary page? (See last page of bid schedules.)

Bid Bond (Standard Form 24) Bids received without a valid bid bond will be rejected.

Did I complete my bid bond correctly?

Did I include the original?

Did I attach the Power of Attorney to the bid bond?

Authority to Sign Did I include a completed form for each person signing the SF1442 and Bid Bond?

Representations & Certifications & FAR Clause Did I include the completed B-pages (beginning on B-1)?

Did I include the completed clause 1252.228-74 Notification of Payment Bond Protection (See page C-122)?

System for Award Management (SAM) https://www.sam.gov/portal/public/SAM/ Do we have up-to-date data in SAM?

Veteran Reporting (FAR Clause 52.222-37) If applicable, did I ensure our firm has completed this annual report?

NOTE: The Contractor is fully responsible to verify that all data is correct each time a bid package is submitted. Failure to properly input and/or update your data may cause the bid to be rejected.

Revised by Amendment A003

A-6

ESTIMATED PRICE RANGE. The price range of the project work is between $10,000,000 and $15,000,000.

SUBCONTRACTING PLAN. This Request for Proposals requires an offeror who is a LARGE business to submit an acceptable subcontracting plan with their proposal prior to award. A large business is one whose average gross annual receipts over the past 3 years equal $45 million or more. For your information the subcontracting plan form is included beginning on page A-6a. This requirement does not apply to SMALL businesses.

Continuation SF 1442 UT NP MULTI PMS(2), Pavement Preservation Southern Utah & NV NP GRBA PMS(1), Pavement Preservation Great Basin

A - 7

BID SCHEDULE

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

Project Name:Pavement Preservation Southern Utah & Pavement Preservation Great Basin

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

A0140 20401-0000 ROADWAY EXCAVATION

360 CUYD $____________ $____________

A0160 30201-2000 ROADWAY AGGREGATE, METHOD 2

500 CUYD $____________ $____________

A0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

2,500 TON $____________ $____________

A0200 40601-0000 FOG SEAL

410 TON $____________ $____________

A0240 40702-0300 CHIP SEAL, TYPE 1C

558,000 SQYD $____________ $____________

A0260 40711-0000 EMULSIFIED ASPHALT

1,065 TON $____________ $____________

A0280 40901-2000 MICRO SURFACING, TYPE 2

256,500 SQYD $____________ $____________

A0300 41301-0900 ASPHALT PAVEMENT MILLING, 3 1/2-INCH DEPTH

8,350 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

A - 9

A0320 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

2,340 SQYD $____________ $____________

A0340 41402-2000 CRACKS, CLEANING AND SEALING

35.00 MILE $____________ $____________

A0360 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

300 SQYD $____________ $____________

A0380 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

8,650 SQYD $____________ $____________

A0400 50202-0000 SEALING JOINTS AND CRACKS (COLORED SEALANT)

700 LNFT $____________ $____________

A0420 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

50 HOUR $____________ $____________

A0440 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

50 HOUR $____________ $____________

A0460 62201-2360 VACUUM SWEEPER

100 HOUR $____________ $____________

A0480 62301-0000 GENERAL LABOR

100 HOUR $____________ $____________

A0500 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

952,000 LNFT $____________ $____________

A0520 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

877,000 LNFT $____________ $____________

A0540 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

255 EACH $____________ $____________

A0560 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

8 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

A - 10

A0580 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

500 EACH $____________ $____________

A0600 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

6 EACH $____________ $____________

A0620 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

250,200 LNFT $____________ $____________

A0640 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

650 SQFT $____________ $____________

A0660 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

6,400 HOUR $____________ $____________

A0680 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

500 HOUR $____________ $____________

A0700 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

160 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

A - 11

A003 X0003 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A003 X0006 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A003 X0009 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A003 X0012 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A003 X0015 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A003 X0018 15802-0000 WATERING FOR DUST CONTROL

ALL LPSM $___LPSM_____ $____________

X0020 20303-2300 REMOVAL OF PAVEMENT, CONCRETE

50 SQYD $____________ $____________

X0040 20401-0000 ROADWAY EXCAVATION

485 CUYD $____________ $____________

X0060 30201-2000 ROADWAY AGGREGATE, METHOD 2

300 CUYD $____________ $____________

X0080 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

350 TON $____________ $____________

X0100 60905-1000 GUTTER, CONCRETE

110 LNFT $____________ $____________

X0120 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

1 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

A003 Revised by Amendment A003

A - 12

A003 Y0005 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A003 Y0010 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A003 Y0015 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A003 Y0018 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A003 Y0025 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0040 40702-0300 CHIP SEAL, TYPE 1C (COLORED AGGREGATE)

361,000 SQYD $____________ $____________

Y0060 40711-0000 EMULSIFIED ASPHALT

551 TON $____________ $____________

Y0080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

476,000 LNFT $____________ $____________

Y0100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW)

465,000 LNFT $____________ $____________

Y0120 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

25 EACH $____________ $____________

Y0140 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

121,910 LNFT $____________ $____________

Y0160 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,090 HOUR $____________ $____________

Y0180 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

160 HOUR $____________ $____________

Y0200 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

35 DAY $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

A003 Revised by Amendment A003

A - 13

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

A - 14

BID SCHEDULE SUMMARY

Schedule Bid Total

Schedule A - Base (Pages A-8 through A-10)

Schedule X - Option (Page A-11)

Schedule Y - Option (Pages A-12 through A-13))

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:UT NP MULTI PMS (2) & NV NP GRBA PMS (1)

F-6 DIVISION 400

Special Contract Requirements

Project: UT NP MULTI PMS(2), Pavement Preservation Southern Utah

& NV NP GRBA PMS(1), Pavement Preservation Great Basin

407.11 Placing and Finishing. Delete Table 407-1 and substitute the following:

Table 407-1

Approximate Quantities of Material for Single Course Chip Seal

Type Nominal

Maximum

Size of

Aggregate

Aggregate

Gradation(1)

Estimated

Quantity of

Aggregate(2) pounds/yd2

(kilograms/m2)

Estimated

Quantity of

Asphalt Binder gallons/yd2

(liters/m2)

Estimated

Quantity of

Emulsified

Asphalt gallons/yd2

(liters/m2)

1A ¾ inch

(19 mm)

A 44 – 53

(24 – 29)

0.31 – 0.42

(1.41 – 1.91)

0.48 – 0.65

(2.17 – 2.94)

1B ½ inch

(12.5 mm)

B 29 – 33

(16 – 18)

0.25 – 0.34

(1.15 – 1.56)

0.39 – 0.53

(1.77 – 2.40)

1C ⅜ inch

(9.5 mm)

C(3) 24 – 28

(13 – 15)

0.18 – 0.28

(0.79 – 1.27)

0.27 – 0.43

(1.22 – 1.95)

1D No. 4

(4.75 mm)

D 18 – 24

(10 – 13)

0.14 – 0.19

(0.65 – 0.85)

0.27 – 0.43

(1.22 – 1.95)

(1) See Table 703-7 for aggregate gradations.

(2) Aggregate masses are for aggregates having a bulk specific gravity of 2.65, as determined by AASHTO T 84 and

AASHTO T 85. Make proportionate corrections when the aggregate furnished has a bulk specific gravity above 2.75 or below 2.55.

(3) Aggregate Gradation C may be substituted with Utah gradation, which may be used in GRBA. See Table 703-7.

G-2 DIVISION 700

Project: UT NP MULTI PMS(2), Pavement Preservation Southern Utah & NV NP GRBA PMS(1), Pavement Preservation Great Basin

Section 703. — AGGREGATE

11/08/21–FP14

703.06. Crushed Aggregate. Delete the text of this Subsection and substitute the following:

Furnish hard, durable particles or fragments of crushed stone or gravel conforming to the size and quality requirements for crushed aggregate material normally used locally in the construction and maintenance of highways by Federal or state agencies. Furnish crushed aggregate with a maximum size of 1 inch (25 millimeters) as determined by AASHTO T 27 and AASHTO T 11.

Furnish crushed aggregate well graded from coarse to fine and free of organic matter, lumps or balls of clay, and other deleterious material.

703.09 Chip Seal Aggregate. Delete this Subsection and substitute the following:

Furnish hard durable particles or fragments of crushed gravel, crushed stone, crushed slag, or lightweight aggregates. Within each Park, use Use only one type of aggregate gradation on the surface treatment. Conform to the following specifications.

For roadways in ZION, use colored aggregate for chip seal that has a composite that appears within the Federal Standard 595 red color pallet, as approved by the CO.

(a) Gradation Table 703-7

(b) Clay lumps and friable particles, AASHTO T 112 1.0 percent max.

(c) Flat and elongated particles, ASTM D4791 (1:3 ratio, plus ⅜-inch (9.5-mm) sieve, calculated by mass, weighted average) 10 percent max.

(d) Fractured faces, ASTM D5821 90 percent min.

(e) Los Angeles abrasion, AASHTO T 96 40 percent max.

(1) All Parks, except ZION 40 percent max.

(2) ZION. 30 45 percent max.

(f) Soundness of aggregate using sodium sulfate, AASHTO T 104 (5 cycles) 12 percent loss max.

For roadways in ZION, comply with the aforementioned requirements, and furnish colored aggregate for chip seal that has a composite that appears within the Federal Standard 595 red color pallet, as approved by the CO.

Revised by Amendment A002

G-3 DIVISION 700

Project: UT NP MULTI PMS(2), Pavement Preservation Southern Utah & NV NP GRBA PMS(1), Pavement Preservation Great Basin

Table 703-7 Target Value Ranges for Single and Double

Course Chip Seal Aggregate Gradation

Sieve Size

Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11)

Grading Designation

A B C D Utah

Type II

1½ inch (37.5 mm) 1 inch (25 mm) 100(1) ¾ inch (19 mm) 90 – 100 (3) 100(1)

½ inch (12.5 mm) 0 – 35 (5) 90 – 100 (3) 100(1) 98 – 100 100(1)

⅜ inch (9.5 mm) 0 – 12 (3) 0 – 35 (5) 85 – 100 (3) 100(1) 69 – 91 69-91 (3)

No. 4 (4.75 mm) – 0 – 12 (3) 0 – 35 (5) 85 – 100 (3) 0 – 11 0 – 11 (5)

No. 8 (2.38 mm) – – – – 0 – 6

No. 200 (75 µm) 0.0 – 1.0 (0.5) 0.0 – 1.0 (0.5) 0.0 – 1.0 (0.5) 0.0 – 1.0 (0.5) 0.0 – 1.5

0.0 – 1.0 (0.5)

(1) Statistical procedures do not apply.

( ) The value in the parentheses is the allowable deviation () from the target values.

Sheet and Description

SECTION D SECTION E SECTION F SECTION G

PLANS EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE 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 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0140 20401-0000 ROADWAY EXCAVATION CUYD 311 49 360

A0160 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 422 78 500

A0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 2,000 500 2,500

A0200 40601-0000 FOG SEAL TON 362 48 410

A0240 40702-0300 CHIP SEAL, TYPE 1C SQYD 541,518 16,482 558,000

A0260 40711-0000 EMULSIFIED ASPHALT TON 970 95 1,065

A0280 40901-2000 MICRO SURFACING, TYPE 2 SQYD 251,215 5,285 256,500

A0300 41301-0900 ASPHALT PAVEMENT MILLING, 3 1/2-INCH DEPTH SQYD 7,950 400 8,350

A0320 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH SQYD 2,227 113 2,340

A0340 41402-2000 CRACKS, CLEANING AND SEALING MILE 31.58 3.42 35.00

A0360 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 273 27 300

A0380 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 8,022 628 8,650

A0400 50202-0000 SEALING JOINTS AND CRACKS (COLORED SEALANT) LNFT 670 30 700

A0420 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 50

A0440 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH

WIDTH HOUR 50

A0460 62201-2360 VACUUM SWEEPER HOUR 100

A0480 62301-0000 GENERAL LABOR HOUR 100

A0500 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 906,364 45,636 952,000

A0520 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 835,105 41,895 877,000

A0540 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 245 10 255

A0560 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8

A0580 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 500 500

A0600 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 6 6

A0620 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 227,451 22,749 250,200

A0640 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 522 128 650

A0660 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 6,400 6,400

A0680 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 500 500

A0700 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 160 160

Revised by Amendment A003 Report Date: 01/10/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - BASE

-J an -2

1:

P M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S

E R ev ie w

E ng in ee r\ R ev ie w s\ U

T N

P M

U

LT

I

PM

S (2

N V N

P G

R B A P

M S (1

P av em en t

Pr es er va ti on

S ou th er n U ta h

P av em en t

Pr es er va ti on

G re at B as in

\A m en dm en ts

\A

3\

EE

B A C S su m

STATE PROJECT

B.1NP MULTI PMS(2)

NP GRBA PMS(1)

UT

NV

SHEET

NUMBER

PLANS EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A003 X0003 15101-0000 MOBILIZATION LPSM ALL

A003 X0006 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A003 X0009 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A003 X0012 15401-0000 CONTRACTOR TESTING LPSM ALL

A003 X0015 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A003 X0018 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0020 20303-2300 REMOVAL OF PAVEMENT, CONCRETE SQYD 42 8 50

X0040 20401-0000 ROADWAY EXCAVATION CUYD 419 66 485

X0060 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 261 39 300

X0080 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 301 49 350

X0100 60905-1000 GUTTER, CONCRETE LNFT 95 15 110

X0120 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 1 1

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-J an -2

1:

P M

A003 Revised by Amendment A003 Report Date: 01/10/24

C

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T N

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P G

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B A C S su m

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.2NP MULTI PMS(2)

NP GRBA PMS(1)

UT

NV

PLANS EROSION

CONTROL

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A003 Y0005 15101-0000 MOBILIZATION LPSM ALL

A003 Y0010 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A003 Y0015 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A003 Y0018 15401-0000 CONTRACTOR TESTING LPSM ALL

A003 Y0025 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y0040 40702-0300 CHIP SEAL, TYPE 1C (COLORED AGGREGATE) SQYD 350,478 10,522 361,000

Y0060 40711-0000 EMULSIFIED ASPHALT TON 525 26 551

Y0080 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE) LNFT 453,789 22,211 476,000

Y0100 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLOW) LNFT 443,309 21,691 465,000

Y0120 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 20 5 25

Y0140 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 110,828 11,082 121,910

Y0160 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,090 1,090

Y0180 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 160 160

Y0200 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 35 35

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-J an -2

1:

P M

A003 Revised by Amendment A003 Report Date: 01/10/24

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P G

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B A C S su m

SUMMARY OF QUANTITIES - Option Y

A M E N D

Line Item No.

Pay Item Number

STATE PROJECT

B.3NP MULTI PMS(2)

NP GRBA PMS(1)

UT

NV