Amendment A001.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)

A001 12/10/2020 N/A See Block 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

69056720B000033

9B. DATED (SEE ITEM 11)

11/13/2020

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).

N/A

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

N/A

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.)

HI NPS PP 2019(1), Pavement Preservation Hawaii

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. A001, dated 12-10-2020 HI NPS PP 2019(1) Solicitation No. 69056720B000033 Pavement Preservation Hawaii

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 12/15/2020 to 01/06/2021

BID SCHEDULE

Pages A-7 through A-16. Revises entire Bid Schedule to add Bid Items 20301-2400 and

63301-0000 to the Base Schedule.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page iv, SCR Table of Contents. Adds Section 633.

Pages F-12a through F-12b, Section 633 Permanent Traffic Control. Adds Section 633.

PLANS

Plan Sheet A.1 Revises Index to Sheets.

Plan Sheet B.1 through B.3 Revises Summary of Quantity Sheets to add Bid Items 20301-2400 and 63301-0000 to the Base Schedule.

Plan Sheets G.1 through G.66 Adds Plan Sheets.

ENCLOSURES

Pages:

iv / A-7 through A-16 / F-12a through F-12b

Plan Sheets:

A.1 / B.1 through B.3 / G.1 through G.66

New bid opening date: 01/06/2021

Notice to Bidders: Please submit revised pages A-7 through A-16 with your bid.

iv

Special Contract Requirements Project: HI NPS PP 2019(1), Pavement Preservation Hawaii

Section 633. — PERMANENT TRAFFIC CONTROL .................................................... F-12a Section 634. — PERMANENT PAVEMENT MARKINGS .............................................. F-13 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-15

DIVISION 700 MATERIAL

Section 702. — ASPHALT MATERIAL ............................................................................. G-1 Section 713. — ROADSIDE IMPROVEMENT MATERIAL ............................................ G-2

Revised by Amendment A001

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:HI NPS PP 2019(1)

Project Name:Pavement Preservation Hawaii Revised by Amendment A001

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_____ $____________

A001 A0090 20301-2400 REMOVAL OF SIGN

80 EACH $____________ $____________

A0100 30202-2000 ROADWAY AGGREGATE, METHOD 2

300.0 TON $____________ $____________

A0120 30402-5000 FULL DEPTH RECLAMATION, METHOD 2

11,000 SQYD $____________ $____________

A0140 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (3" OVERLAY HDOT MIX IV)

2,000.0 TON $____________ $____________

A0160 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (1.25" OVERLAY HDOT MIX V)

9,200.0 TON $____________ $____________

A0180 40601-0000 FOG SEAL

325.0 TON $____________ $____________

A0200 40712-0000 BLOTTER

100 TON $____________ $____________

A0220 41201-0000 TACK COAT

63.0 TON $____________ $____________

A0240 41301-0000 ASPHALT PAVEMENT MILLING

16,500 SQYD $____________ $____________

A0260 41401-3000 CRACKS, CLEANING AND FILLING

400 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Pavement Preservation Hawaii A001 Revised by Amendment A001

A-9

A0280 41402-2000 CRACKS, CLEANING AND SEALING

23.50 MILE $____________ $____________

A0300 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

70 SQYD $____________ $____________

A0320 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

2,350 SQYD $____________ $____________

A0340 50202-0000 SEALING JOINTS AND CRACKS

100 LNFT $____________ $____________

A0360 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

60 HOUR $____________ $____________

A0380 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

60 HOUR $____________ $____________

A0400 62201-2360 VACUUM SWEEPER

60 HOUR $____________ $____________

A0420 62301-0000 GENERAL LABOR

60 HOUR $____________ $____________

A001 A0430 63301-0000 SIGN SYSTEM (WAYFINDING SIGNS)

89 EACH $____________ $____________

A0440 63401-0000 PAVEMENT MARKINGS (TYPE B)

1,285,000 LNFT $____________ $____________

A0460 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

260 EACH $____________ $____________

A0480 63406-0000 RAISED PAVEMENT MARKER

430 EACH $____________ $____________

A0500 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Pavement Preservation Hawaii A001 Revised by Amendment A001

A-10

A0520 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0540 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

163,000 LNFT $____________ $____________

A0560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

300 SQFT $____________ $____________

A0580 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

4,500 HOUR $____________ $____________

A0600 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

200 HOUR $____________ $____________

A0620 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

100 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

A-11

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Y0100 30202-2000 ROADWAY AGGREGATE, METHOD 2

26.0 TON $____________ $____________

Y0120 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 (1.25" OVERLAY HDOT MIX V)

1,900.0 TON $____________ $____________

Y0140 40601-0000 FOG SEAL

105.0 TON $____________ $____________

Y0160 40712-0000 BLOTTER

40 TON $____________ $____________

Y0180 41201-0000 TACK COAT

12.0 TON $____________ $____________

Y0200 41301-0000 ASPHALT PAVEMENT MILLING

3,800 SQYD $____________ $____________

Y0220 41401-3000 CRACKS, CLEANING AND FILLING

800 LNFT $____________ $____________

Y0240 41402-2000 CRACKS, CLEANING AND SEALING

3.90 MILE $____________ $____________

Y0260 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

95 SQYD $____________ $____________

Y0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A-12

Y0300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

40 HOUR $____________ $____________

Y0320 62201-2360 VACUUM SWEEPER

120 HOUR $____________ $____________

Y0340 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

Y0360 63401-0000 PAVEMENT MARKINGS (TYPE B)

580,000 LNFT $____________ $____________

Y0380 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

40 EACH $____________ $____________

Y0400 63406-0000 RAISED PAVEMENT MARKER

3,700 EACH $____________ $____________

Y0420 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

Y0440 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Y0460 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

66,000 LNFT $____________ $____________

Y0480 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

300 SQFT $____________ $____________

Y0500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,500 HOUR $____________ $____________

Y0520 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

150 HOUR $____________ $____________

Y0540 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

30 DAY $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

A-13

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

A-14

Z0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Z0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Z0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Z0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

Z0100 40712-0000 BLOTTER

10 TON $____________ $____________

Z0120 41001-2000 SLURRY SEAL, TYPE 2

11,000 SQYD $____________ $____________

Z0140 41402-2000 CRACKS, CLEANING AND SEALING

0.70 MILE $____________ $____________

Z0160 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

230 SQYD $____________ $____________

Z0180 50201-0000 CONCRETE PAVEMENT RESTORATION, PAVEMENT PATCH

10 SQYD $____________ $____________

Z0200 50202-0000 SEALING JOINTS AND CRACKS

18,000 LNFT $____________ $____________

Z0220 62201-2360 VACUUM SWEEPER

40 HOUR $____________ $____________

Z0240 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

Z0260 63401-0000 PAVEMENT MARKINGS (TYPE B)

35,500 LNFT $____________ $____________

Z0280 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

100 EACH $____________ $____________

Bid Schedule Schedule:Z Schedule Type:Options

A-15

Z0300 63406-0000 RAISED PAVEMENT MARKER

6 EACH $____________ $____________

Z0320 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

40 EACH $____________ $____________

Z0340 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

50 SQFT $____________ $____________

Z0360 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

250 HOUR $____________ $____________

Z0380 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

2 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Z Schedule Type:Options

A-16

Bid Schedule Summary

Schedule Bid Total

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

Schedule Y - Option (Pages A-11 through A-13)

Schedule Z - Option (Pages A-14 through A-15)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

F-12a DIVISION 600

Project: HI NPS PP 2019(1), Pavement Preservation Hawaii

Section 633. — PERMANENT TRAFFIC CONTROL

08/01/14–FP14

Description

633.01 Add the following:

This work only applies to work in Hawaii Volcanoes National Park (HAVO).

Material

633.02 Add the following to the material list:

Painting 563

Construction Requirements

633.03 General. Add the following:

Salvage existing wayfinding signs shown in the Plans according to Subsection 203.03. Deliver salvaged signs to the NPS HAVO Rainshed as directed.

Submit color chips from the paint supplier, and do not order paint until color chips are approved.

633.04 Sign Posts. Add the following:

Fabricate sign posts from wood. Paint posts a brownish color that matches color of existing posts.

633.05(a)(1) Panels. Amend as follows

Delete the sixth paragraph and substitute the following:

Use retroreflective sheeting as specified and according to ASTM D4956. For roadside signs, use Type III, IV, VIII, IX, or XI prismatic retroreflective sheeting. Use fluorescent yellow-green sheeting for school crossing signs.

Add the following:

Fabricate sign panels from aluminum.

Paint the back side of sign panels a brownish color that matches color of existing sign backs.

F-12b DIVISION 600

Project: HI NPS PP 2019(1), Pavement Preservation Hawaii

633.05(a)(2) Legends and borders. Add the following:

Diacritical marks are required for Hawaiian words on wayfinding signs. Follow the Hawai‘i Volcanoes National Park Style Guide for guidance on correct spelling. The following Hawaiian word spellings are required on wayfinding signs possessing these words.

(a) Hōlei.

(b) Kīlauea.

(c) Kīpukapuaulu.

(d) Nā‘ālehu.

(e) Nāmakanipaio.

(f) Pu‘u Pua‘i.

(g) Ko’oko’olau.

(h) Hi’iaka.

(i) Kahali’i.

(j) Pu’u.

(k) Ka’u.

Submit sign panel layouts and do not order sign panels until layouts are approved.

633.08 Acceptance. Add the following:

Painting will be evaluated under Section 563.