Amendment A002.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)

A002 08/04/2023 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

69056723R000009

9B. DATED (SEE ITEM 11)

07/24/2023

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

(__ ) is extended, ( x ) 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.)

CA NP PINN PMS(1), Pavement Preservation Pinnacles

See page 2

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

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

N/A

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

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

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 08-04-2023 CA NP PINN PMS(1)

Solicitation No. 69056723R000009 Pavement Preservation Pinnacles

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-9. Revises Bid Schedule for Pay Item Number 63504-1000 quantity change.

CONTRACT CLAUSES

PLANS

Plan Sheet B.1 Revises quantities for Pay Item Number 63504-1000.

Plan Sheet C.3 Revises callout for 4” Asphalt Concrete, Type II.

Plan Sheet E.1 Revises Construction Sign Quantities Table.

Plan Sheet E.7a Adds Sheets.

ENCLOSURES

Pages:

A-7 through A-9

Plan Sheets:

B.1 / C.3 / E.1 / E.7a

Notice to Bidders: Please submit revised pages A-7 through A-9 with your bid.

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:CA NP PINN PMS(1)

Project Name:Pavement Preservation Pinnacles

Revised by Amendment A002

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 40601-0000 FOG SEAL

64.5 TON $____________ $____________

A0140 40702-0300 CHIP SEAL, TYPE 1C

100,400 SQYD $____________ $____________

A0160 40711-0000 EMULSIFIED ASPHALT

180.0 TON $____________ $____________

A0180 40901-2000 MICRO SURFACING, TYPE 2

37,800 SQYD $____________ $____________

A0200 41402-2000 CRACKS, CLEANING AND SEALING

11.30 MILE $____________ $____________

A0220 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

207 SQYD $____________ $____________

A0240 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

2,470 SQYD $____________ $____________

A0260 50202-0000 SEALING JOINTS AND CRACKS

480 LNFT $____________ $____________

A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

20 HOUR $____________ $____________

A0300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

20 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NP PINN PMS(1)

Revised by Amendment A002

A - 9

A0320 62201-2360 VACUUM SWEEPER

80 HOUR $____________ $____________

A0340 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A0360 63401-0000 PAVEMENT MARKINGS (Type B)

337,920 LNFT $____________ $____________

A0380 63405-0050 PAVEMENT MARKINGS, SYMBOLS (Type B)

52 EACH $____________ $____________

A0400 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

A0420 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A0440 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

36,710 LNFT $____________ $____________

A002 A0460 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

300.0 SQFT $____________ $____________

A0480 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

880 HOUR $____________ $____________

A0500 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

100 HOUR $____________ $____________

A0520 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

51 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NP PINN PMS(1)

A002 Revised by Amendment A002

Sheet and Description

SECTION D SECTION E SECTION F -

PLANS

TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 40601-0000 FOG SEAL TON 61.4 3.1 64.5

A0140 40702-0300 CHIP SEAL, TYPE 1C SQYD 95,619 4,781 100,400

A0160 40711-0000 EMULSIFIED ASPHALT TON 171.4 8.6 180.0

A0180 40901-2000 MICRO SURFACING, TYPE 2 SQYD 36,554 1,246 37,800

A0200 41402-2000 CRACKS, CLEANING AND SEALING MILE 10.89 0.41 11.30

A0220 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 180 27 207

A0240 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 2,149 321 2,470

A0260 50202-0000 SEALING JOINTS AND CRACKS LNFT 460 20 480

A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 20

A0320 62201-2360 VACUUM SWEEPER HOUR 80

A0340 62301-0000 GENERAL LABOR HOUR 80

A0360 63401-0000 PAVEMENT MARKINGS (Type B) LNFT 334,572 3,348 337,920

A0380 63405-0050 PAVEMENT MARKINGS, SYMBOLS (Type B) EACH 50 2 52

A0400 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

A0420 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 4 4

A0440 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 33,369 3,341 36,710

A002 A0460 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 228.5 71.5 300.0

A0480 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 880 880

A0500 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 100 100

A0520 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 51 51

A002 Revised by Amendment A002 Report Date: 08/03/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A u g -2

:0 P

M

Remarks and/or Determination of Estimated Quantity

Pay Item Description Unit

Estimated Quantities

C

U se rs \m is b ah

.a fs h ar i\ D es kt op su m m ar y_ .x ls m

]S h ee t

STATE PROJECT

B.1NP PINN PMS(1)CA

SHEET

NUMBER

pavement Existing base course Existing

NOTE:

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH TYPE 1

pavement Existing base course Existing

Fog seal

FOOTNOTE:

4" Asphalt concrete, Type II, placed in 2 lifts

C.3

PATCH TYPE 1 & 2 DETAILS

ASPHALT CONCRETE PAVEMENT

NO SCALE

[1]

V a r ie s

V a r ie s

Pay Limits

Fog seal

4" Asphalt concrete, Type II, placed in 2 lifts

Stabilization geogrid [1]

Pay Limits

NPS PMIS NO.: 257020

6" crushed aggregate

2 Revised by Amendment A002

STATE PROJECT

CA NP PINN PMS(1)

to a depth of 10" base and subgrade material Remove damaged pavement, to a depth of 4" base and subgrade material Remove damaged pavement, conditions encountered at time of construction.

1. Extent of patch to be determined by the CO based on bottom of crushed aggregate and existing base course.

For Type 1 patch, place stabilization geogrid between

63504-1000

SQFT Each SQFT 36 x 18 4.5 4 18.0 36 x 36 9 4 36.0 24 x 24 4 4 16.0 36 x 36 9 2 18.0 36 x 36 9 6 54.0 36 x 18 4.5 1 4.5 36 x 18 4.5 2 9.0 30 x 30 6.25 4 25.0 72 x 48 24 2 48.0

QUANTITY

c:\pw-work\d05c:\pw-work\d0547974\[10_BAY AREA Proj_Sum_Shts.xlsm]TTC 8/3/23 2:20 PM NPS PMIS No.

180.5TOTAL

MUTCD Reference

TEMPORARY TRAFFIC CONTROL, CONE

257,020

EACH

TABULATION OF

TEMPORARY TRAFFIC

CONTROL QUANTITIES

63506-0600

63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY

HOUR

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR

TEMPORARY TRAFFIC CONTROL, PILOT CAR

63502-2000

Item Number

CONSTRUCTION SIGN QUANTITIES

228.5

EACH

CA E.1

Locate signs as directed by the CO.

NP PINN PMS(1)

ITEM NO.

63502-0700

UNIT

STATE

NOTES

TEMPORARY TRAFFIC CONTROL

SHEET

NUMBER

PROJECT

W13-1P

Bipartisan Infrastructure Law

Inches

Sign Message

End Road Work Road Work Ahead

25 MPH

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

Panel Size Area Quantity

Unit

Drawing Reference

635-1 635-1

635-6, 635-7 635-6, 635-7

635-6

G20-2 W20-1

W20-4 W20-7A G20-4 Pilot Car Follow Me G24-B W8-7

Wait For Pilot Car Loose Gravel

One Lane Road Ahead Flagger Symbol

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

OTHER TRAFFIC CONTROL QUANTITIES

DESCRIPTION Notes

CustomE.7a

1.175

0.5C

0.7

0.5C

0.7

0.5C

1.175

14.25

See USDOT Pictograph spaced 0.5-inch apart

Three 0.5-inch stripes

.2

See NPS Pictograph and Note 3 5 .2

.5

.2

.5

0.4510.2

0.675

2.25

0.675

0.4510.23.6

0.510.153.6

0.52 sqftArea:

Background - Blue (retroreflective)

Legend - White (retroreflective)Colors:

USDOT PICTOGRAPH

9.7652.489.76

22.52722.5

164016

3.7664.483.76

5.660.85.6

9.76 9.76

.3

.2

E

E

C

C

.3

BIL PROJECT FUNDING SOURCE SIGN

24 sqftArea:

Background - Green (retroreflective)

Legend, Border - White (retroreflective)Colors:

2.3" Radius, 1" BorderDimensions:

Ensure all pictographs are vector-based, vinyl-ready.

All incorporated pictographs are subject to approval. 3.

requirements.

Refer to Standard 635-14 for post and sign mounting 2.

Unless otherwise noted, dimensions are inches.1.

NOTES:

Background - White (retroreflective)

Border - White (retroreflective)

Legend - PMS 1615, Brown (retroreflective)Colors:

NPS PICTOGRAPH

SHEET ADDED TO PLANS2

2 Revised by Amendment A002

:3

P

M

A u g u s t

N

P S c p w w o r k

\d

\b il s ig n .d g n

LAW SIGN

BIPARTISAN INFRASTRUCTURE

PROJECT

E.7a

CA NP PINN PMS(1)