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 01/25/2022 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

69056721B000010

9B. DATED (SEE ITEM 11)

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.)

WA PACIFIC 2015(2), Public Access Enhancement to Willapa National Wildlife Refuge Phase II

See page 2

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 01-25-2022 Project No: WA PACIFIC 2015(2) Solicitation No. 69056721B000010 Project Name: Public Access Enhancement to

Willapa National Wildlife Refuge Phase II

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change) Page A-3, Block 13A. Revises bid opening date from 01/27/2022 to 02/01/2022.

BID SCHEDULE

Page A-8. Revises Line Item number A0220, Pay Item Number 20701-0500 Separation

Stabilization Geotextile, Class 1, type E (woven) to 20701-0500 Separation- Stabilization Geotextile, Class 1, type E (non-woven).

CONTRACT CLAUSES

PLANS

Plan sheet B.1 thru B.2 Revises Line Item number A0220, Pay Item Number 20701-0500 Separation-Stabilization Geotextile, Class 1, type E (woven) to 20701-0500 Separation-Stabilization Geotextile, Class 1, type E (non-woven).

Plan sheet C.1 Revises Separation-Stabilization geotextile filter, class 1, type E fabric (woven) to Separation-Stabilization Geotextile, Class 1, type E (non-woven).

Plan sheet C.2 Revises Separation-Stabilization geotextile filter, class 1, type E fabric (woven) to Separation-Stabilization Geotextile, Class 1, type E (non-woven).

Plan sheet D.1 Revises Item No. 20701-0500 Separation-Stabilization Geotextile, Class 1, type E (woven) to Separation-Stabilization Geotextile, Class 1, type E (Non-Woven)

ENCLOSURES

Pages:

A-7 through A-10

Notice to Bidders: Please submit revised pages A-7 through A-10 with your bid.

New bid opening date: 02-01-2022

Amendment No. A002, dated 01-25-2022 Project No: WA PACIFIC 2015(2) Solicitation No. 69056721B000010 Project Name: Public Access Enhancement to

Willapa National Wildlife Refuge Phase II

Plan Sheets:

B.1 through B.2 C.1 C.2 D.1

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

A-3

A - 7

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:WA PACIFIC 2015(2)

Project Name:PUBLIC ACCESS ENHANCEMENT TO WILLAPA NATIONAL WILDLIFE REFUGE PHASE II 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 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,020 LNFT $____________ $____________

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM

15 EACH $____________ $____________

A0160 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

50 SQYD $____________ $____________

A0180 20401-0000 ROADWAY EXCAVATION

4,180 CUYD $____________ $____________

A0200 20410-0000 SELECT BORROW

310 CUYD $____________ $____________

A002 A0220 20701-0500 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE E (non-woven)

3,920 SQYD $____________ $____________

A0240 30201-2000 ROADWAY AGGREGATE, METHOD 2

1,270 CUYD $____________ $____________

A0260 30302-5000 AGGREGATE SURFACE RECONDITIONING

311 LNFT $____________ $____________

A0280 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

1,030 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:PUBLIC ACCESS ENHANCEMENT TO WILLAPA NATIONAL WILDLIFE REFUGE PHASE II Revised by Amendment A002

A - 9

A0300 41201-0000 TACK COAT

3 TON $____________ $____________

A0320 60915-1000 WHEELSTOP, CONCRETE

26 EACH $____________ $____________

A0340 61102-1545 2-INCH WATERLINE

155 LNFT $____________ $____________

A0360 61202-0100 4-INCH SEWER LINE, PLASTIC

120 LNFT $____________ $____________

A0380 61207-0000 CLEANOUT

1 EACH $____________ $____________

A0400 61501-0200 SIDEWALK, COLORED CONCRETE (STAMPED)

170 SQYD $____________ $____________

A0420 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH

40 HOUR $____________ $____________

A0440 62201-3000 HYDRAULIC EXCAVATOR

40 HOUR $____________ $____________

A0460 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

A0480 62501-0000 TURF ESTABLISHMENT

1.0 ACRE $____________ $____________

A0500 63302-0000 SIGN SYSTEM

20 SQFT $____________ $____________

A0520 63309-0900 DELINEATOR, TYPE FLEXIBLE , GROUND MOUNTED

3 EACH $____________ $____________

A0540 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE)

5,344 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:PUBLIC ACCESS ENHANCEMENT TO WILLAPA NATIONAL WILDLIFE REFUGE PHASE II Revised by Amendment A002

A - 10

A0560 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW

8 EACH $____________ $____________

A0580 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL

4 EACH $____________ $____________

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

A0620 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

45 SQFT $____________ $____________

A001 A0640 63622-0000 UTILITY TRENCH

120 LNFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:WA PACIFIC 2015(2)

Project Name:PUBLIC ACCESS ENHANCEMENT TO WILLAPA NATIONAL WILDLIFE REFUGE PHASE II

A001: Revised by Amendment A001

Revised by Amendment A002

Sheet and Description

SECTION D SECTION F SECTION G SECTION H SECTION I -

PLAN & PROFILE UTILITIES 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 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,000 20 1,020

A0140 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 9 6 15

A0160 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 50 50

A0180 20401-0000 ROADWAY EXCAVATION CUYD 3,800 380 4,180

A0200 20410-0000 SELECT BORROW CUYD 295 15 310

A002 A0220 20701-0500 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE E

(non-woven) SQYD 3,565 355 3,920

A0240 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 1,210 60 1,270

A0260 30302-5000 AGGREGATE SURFACE RECONDITIONING LNFT 286 25 311

A0280 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 980 50 1,030

A0300 41201-0000 TACK COAT TON 3 3

A0320 60915-1000 WHEELSTOP, CONCRETE EACH 26 26

A0340 61102-1545 2-INCH WATERLINE LNFT 130 25 155

A0360 61202-0100 4-INCH SEWER LINE, PLASTIC LNFT 120 120

A0380 61207-0000 CLEANOUT EACH 1 1

A0400 61501-0200 SIDEWALK, COLORED CONCRETE (STAMPED) SQYD 170 170

A0420 62201-0600 BACKHOE LOADER, 8 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

30-INCH WIDTH HOUR 40 40

A0440 62201-3000 HYDRAULIC EXCAVATOR HOUR 40 40

A0460 62301-0000 GENERAL LABOR HOUR 20 20

A0480 62501-0000 TURF ESTABLISHMENT ACRE 1.0 1.0

A0500 63302-0000 SIGN SYSTEM SQFT 20 20

A0520 63309-0900 DELINEATOR, TYPE FLEXIBLE, GROUND

MOUNTED EACH 3 3

A0540 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE) LNFT 5,144 200 5,344

A0560 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT

ARROW EACH 8 8

MileStone: Amendment A002 Amendment Review Date: 01/25/22 Report Date: 01/25/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J an

-2

:2

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B.1PACIFIC 2015(2)WA

SHEET

NUMBER

A002: Revised by Amendment A002

Sheet and Description

SECTION D SECTION F SECTION G SECTION H SECTION I -

PLAN & PROFILE UTILITIES EROSION CONTROL TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL ALLOWANCE Bid Schedule

A0580 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 4 4

A0600 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2

A0620 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 35 10 45

A001 A0640 63622-0000 UTILITY TRENCH LNFT 120 120

-J an -2

:2

A M

MileStone: Amendment A002 Amendment Review Date: 01/25/22 Report Date: 01/25/22 c:

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xl sm

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

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.2PACIFIC 2015(2)WA

SHEET

NUMBER

A001: Revised by Amendment A001

NO SCALE

60+00 TO 60+77.36

APPROACH ROAD 1

Varies

Select borrow

12" compacted depth

Roadway aggregate, method 2, C o n s tr u c ti o n l im it s

SAFETY EDGE DETAIL

to cover safety edge

Pull aggregate base

Roadway aggregate, Method 2

First lift of asphalt

Second lift of asphalt

C o n s tr u c ti o n l im it s

Traveled Way Traveled Way

Profile grade

Existing ground limits establishment

Turf limits

Turf establishment

CL

Traveled Way Traveled Way

44+15.25 to 45+24

MAINLINE 67TH PLACE

Select borrow method 2, 12" compacted depth

Roadway aggregate, 3" compacted depth type 1, placed in two equal lifts, Asphalt concrete pavement, Tack coat (between lifts)

2%

C o n s tr u c ti o n l im it s

Profile grade

Existing ground

Existing Riprap Ditch limits establishment

Turf

[1]

CL

2% li m it s

C o n s tr u c ti o n

Width varies riprap ditch

Tie into top of existing

Traveled Way Traveled Way

45+24 to 46+20

43+34 to 44+15.25

MAINLINE 67TH PLACE

reconditioning

Aggregate surface

3" compacted depth type 1, placed in two equal lifts, Asphalt concrete pavement, Tack coat (between lifts)

2%

C o n s tr u c ti o n l im it s

Profile grade

Existing ground Existing Riprap Ditch

CL

2% li m it s

C o n s tr u c ti o n

3" compacted depth type 1, placed in two equal lifts, Asphalt concrete pavement, [1] [1] geotextile filter, class 1, type E (woven)

Separation-stabilization

[2]

[1] Construct slopes per the 3D model.

behind finished slopes

Terminate separation-stabilization geotextile one foot

FOOTNOTE:

[2] 2

(non-woven)

Revised by Amendment A002

1:3

1:3

1:3 1:3

1:31:3

1:3

Varies 19' - 23'Varies 16' -35'

5' 5'

1' 1'10'10'

5'

0' - 4' Varies

1' 1'10'10'

:1

A

M

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TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

WA PACIFIC 2015(2) C.1

NO SCALE

A-A

HEADQUARTERS PARKING LOT

2% typ.

Turf establishment limits

C le a r in g l im it s

C o n s tr u c ti o n l im it s

ROUNDING DETAIL

FILL SLOPE

ROUNDING DETAIL

[2]CUT SLOPE

[2]

Va ria ble

S lo p e s ta k e

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it s

0.25 D

0.25 D

Existing ground

Slope stake

Existing ground

Select borrow placed in two equal lifts, 3" compacted depth

Asphalt concrete pavement, type 1, 12" compacted depth

Roadway aggregate, method 2, Tack coat (between lifts)

[2]

[1] proportionally.

dimension and reduce the front slope rounding distance

For cut heights less than "B" reduce "B" to the cut height

Construct slopes per the 3D model.

Place aggregate per section 302.

behind finished slopes

Terminate separation-stabilization geotextile one foot

FOOTNOTE:

Existing ground

Existing concrete curb

[1]

A A

LINE

CROSS SECTION

[3] geotextile filter, class 1, type E (woven)

Separation-stabilization [3]

B

B

Traveled way Traveled way

Existing ground

CL

3% limits establishment

Turf

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it s

3%

80+00 to 81+40

B-B

OVERFLOW APPROACH

6" compacted depth

Conserved aggregate from existing parking lot, [4]

[4]

(non-woven)

2 Revised by Amendment A002

1:3

(1:2 max.)

Varies

1:

1:3

5'

10'-0'

B = 5'5'

D

D

5'5'

Varies

10' (typ.)10' (typ.) limits establishment

Turf

:3

J a n u a r y w a a c b .d g n p w w o r k

\d

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.d g n

TYPICAL SECTIONS

STATE PROJECT

NUMBER

WA PACIFIC 2015(2) C.2

(non-woven)

2 Revised by Amendment A002

:5

A u g u s t

T

A B

U L

A T

IO

N

O F

P L

A N

A N

D P

R O

F

IL

E Q

U A

N T

IT

IE

S p w w o r k \d

\w a a d a .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

WA PACIFIC 2015 (2) D.1