A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

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PAGE

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

A001 05/03/2017 N/A See Item 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

DTFH7017B00011

9B. DATED (SEE ITEM 11)

04/17/2017

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).

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.)

MT BOR 2015(1), Fresno Reservoir Road Surface Preservation Project.

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 05-03-17 Project No: MT BOR 2015(1) Solicitation No. DTFH7017B00011 Project Name: Fresno Reservoir Road Surface Preservation Project.

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Pages A-7 through A-9. Revises, Bid Item 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 quantity

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page F-5, Section 418. –ASPHALT CONCRETE PAVEMENT PATCHING. Revises, Description and Construction Requirements.

PLANS

Plan sheet B.1 Revises, Bid Item 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 quantity.

Plan sheet D.1 Revises, Bid Item 41801-2000 ASPHALT CONCRETE

PAVEMENT PATCH, TYPE 2 quantity.

Plan sheet C.3 Revises, Asphalt Concrete Pavement Patch Details.

Plan sheet C.4 Revises, Wellhead Cover Detail.

ENCLOSURES

Pages:

A-7 through A-9 F-5

Plan Sheets:

B.1 D.1 C.3 C.4

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

A-7

Bid Schedule

Project: Project No: MT BOR 2015(1) Project Name: Fresno Reservoir Road Surface Preservation Project

Bidders 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 bid 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 Amount Bid for the item will be based on the Unit Bid Price.

When a “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 the amounts bid for all pay items and insert the total bid amount.

A-8

B I D S C H E D U L E Schedule A Account: ALL

Project No: MT BOR 2015(1)

Name: Fresno Reservoir Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15301-0000 Line A0040 ALL LPSM $

15401-0000 Line A0060 ALL LPSM $

15501-0000 Line A0080 ALL LPSM $

40601-0000 Line A0100 30 TON $ $

40702-0300 Line A0120 35,000 SQYD $ $

40702-1200 Line A0140 12,000 SQYD $ $

40711-0000 Line A0160 115 TON $ $

40712-0000 Line A0180 20 TON $ $

41401-3000 Line A0200 100 LNFT $ $

41402-2000 Line A0220 3.1 MILE $ $

41801-2000 Line A0240 885 SQYD [A001] $ $

61108-4000 Line A0260 4 EACH $ $

62201-0250 Line A0280 10 HOUR $ $

62201-0450 Line A0300 10 HOUR $ $

62301-0000 Line A0320 20 HOUR $ $

63401-0300 Line A0340 75,000 LNFT $ $

63401-0400 Line A0360 18,000 LNFT $ $

63405-0050 Line A0380 2 EACH $ $

Schedule Total: ________________________

Submitted by: _________________________

GENERAL LABOR

PAVEMENT MARKINGS, TYPE B, SOLID

PAVEMENT MARKINGS, TYPE B, BROKEN

MOBILIZATION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

FOG SEAL

CHIP SEAL, TYPE 1C

PAVEMENT MARKINGS, SYMBOLS

ADJUST VALVE BOX (WELLHEAD COVER)

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

CHIP SEAL, TYPE 2B

EMULSIFIED ASPHALT

BLOTTER

CRACKS, CLEANING AND FILLING

CRACKS, CLEANING AND SEALING

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

A001

Glenn.Kutzera Rectangle

Glenn.Kutzera Rectangle

A-9

B I D S C H E D U L E Schedule A Account: ALL

Project No: MT BOR 2015(1)

Name: Fresno Reservoir Road CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63502-0700 Line A0400 220 EACH $ $

63503-0700 Line A0420 15,000 LNFT $ $

63504-1000 Line A0440 200 SQFT $ $

63506-0600 Line A0460 30 HOUR $ $

63509-1000 Line A0480 250 FXHR 45.00$ 11,250.00$

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

F-5 DIVISION 400

Special Contract Requirements Project: MT BOR 2015(1), Fresno Reservoir Road Surface Preservation Project

Section 418. — ASPHALT CONCRETE PAVEMENT

PATCHING

Description

418.01 Delete this Subsection and substitute the following:

The asphalt at patch locations has been removed by others and replaced with aggregate base.

This Work consists of removing existing asphalt and base aggregate placed by others, and patching asphalt pavement.

Construction Requirements

418.04 Asphalt Pavement Full Depth Patch, Type 2 (FDP-2). Amend as follows:

(a) Patch Areas. Delete the paragraph and substitute the following:

Extend the repair areapavement patch 12 4 inches (300 millimeters) beyond the distressed area.limits of the existing pavement repair. If patch limits are within 24 inches (600 millimeters) of the pavement edge, extend the limit to the pavement edge. Make the minimum length and width of the patch 24 inches (600 millimeters).

(b) Pavement Removal. Delete this Subsection and substitute the following:

(b) Pavement and base aggregate removal.

Mill completely through the pavement and base aggregate material, or saw cut and remove the pavement and base aggregate, to the depth shown on plans. When saw cutting, cut through the existing pavement and around the perimeter of the patch area. Make saw cuts perpendicular to the roadway surface and at right angles to each other. Remove the pavement and base aggregate to the depth shown on plans. Base aggregate is the property of Hill County. Stockpile in the turnout area beyond the Fresno Dam Sillway Bridge as directed by the CO.

(c) Patching. Delete the text and substitute the following:

Adjust the moisture level of the underlying aggregate base to a suitable level for compaction.

Compact the underlying aggregate base until there is no visible evidence of further consolidation. Apply a tack coat to the edges of the patch area according to Section 412.

Place and compact asphalt pavement according to Subsection 403.09 so the patched surface matches the same grade as the adjacent surface.

Revised by Amendment A001

Section D Section E Section F

Plan & Profile 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 29 1 30

A0120 40702-0300 CHIP SEAL, TYPE 1C SQYD 33,525 1,475 35,000

A0140 40702-1200 CHIP SEAL, TYPE 2B SQYD 11,519 481 12,000

A0160 40711-0000 EMULSIFIED ASPHALT TON 111 4 115 Grade CRS-2P

A0180 40712-0000 BLOTTER TON 20 20 As directed by CO

A0200 41401-3000 CRACKS, CLEANING AND FILLING LNFT 100 100 As directed by CO

A0220 41402-2000 CRACKS, CLEANING AND SEALING MILE 3.1 3.1

A001 A0240 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 770 115 885

A0260 61108-4000 ADJUST VALVE BOX (WELLHEAD COVER) EACH 4 4

A0280 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 10

A0300 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM

RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 10

A0320 62301-0000 GENERAL LABOR HOUR 20

A0340 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 71,860 3,140 75,000 Yellow and white

A0360 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN LNFT 17,792 208 18,000 Yellow

A0380 63405-0050 PAVEMENT MARKINGS, SYMBOLS Railroad crossing symbols per MUTCD

EACH 2 2 Figure 8B-7

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

A0420 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 14,782 218 15,000

A0440 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION

SIGN SQFT 200 200

A0460 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 30 30

A0480 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 250 250

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SUMMARY OF QUANTITIES

A M E N D

Line Item No. Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

STATE PROJECT

B.1BOR 2015(1)MT

SHEET

NUMBER

1.

2.

FULL DEPTH PATCH TYPE 2

Pay Limits

V a r ie s pavement

Existing

Fog seal

NO SCALE

item. See Section 418.

All items shown within the pay limits are included in the pay

4" Asphalt concrete, Type II

NOTE:

Tack coat of the patch.

to Subsection 412.04. Apply tack coat around the perimeter

Clean existing surface prior to applying tack coat according

PAVEMENT PATCH DETAILS

ASPHALT CONCRETE

]Int_ft2D [c:\myfiles\pw_production\d0314628\mt-b-w251001cdR.dgn

C.3

STATE PROJECT

NUMBER

SHEET

MT BOR 2015(1)

11:14 AM 25 April 2017 RJ Meadows, PE Jacobs 04/2017 02/2017 Revised by:Designed by:

1 Revised by Amendment A001

Sawcut

Sawcut

Subsection 418.04(b) to a depth of 4" according to

Remove pavement or base aggregate base aggregate

Existing

NO SCALE

C.4

Sawcut Sawcut

WELLHEAD COVER

EXISTING BUREAU OF RECLAMATION

Do not disturb

Existing piezometer finished grade

" below

1" to

NOTE:

Double chip seal

Type II concrete

4" Asphalt

Crushed aggregate

DETAIL

WELLHEAD COVER

ring and cover

Remove existing pavement

Existing

Do not disturb

" pvc well)

1(1

Existing piezometer and cover prior to ordering.

compatible with the new frame existing conditions are shown is schematic. Field verify

2. Existing well head cover detail the pay item 61108-4000.

ring and cover are included in and cover and install the new

1. All items shown to remove ring

WELLHEAD COVER

OF RECLAMATION

ADJUSTED BUREAU

Install new traffic rated frame and cover

Revised by Amendment A0011

STATE PROJECT

NUMBER

SHEET

MT BOR 2015(1)

R e v is e d b y R

J M e a d o w s

P E or base aggregate pavement

Remove existing