W912DW18B0009R0002.pdf

PDF 34 MB Posted

Attached to
Shoalwater Dune Repair
Solicitation number
W912DW18B0009
Issued by

About this file

Amendment R0002

View the file

Other files

File Type Posted
ABSTRACT_OF_OFFERS.pdf PDF
R0001.pdf PDF
W912DW18B0009_Shoalwater_Dune_Repair.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W912DW18B0009R0002 Shoalw ater Dune Repair

(see continuation page)

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-Apr-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW18B0009

X 9B. DATED (SEE ITEM 11)

07-Mar-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer is extended, X is not extended.

Offer 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 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)

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.

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)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Apr-2018

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW18B0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT R0002

1. This amendment provides for the following changes:

a. Section 00 10 00 00-Bid Schedule is revised.

b. Drawings C-101, C-103, C-104, C-301, C-302, and C-501 are revised.

2. The bid submittal time and date of 09 April 2018 at 1:00 PM PST remains the same.

3. The attached revised sections are to be replaced in their entirety. All portions of the revised sections shall apply whether or not changes have been indicated.

4. NOTICE: Bidders must acknowledge receipt of this amendment by number and date on offer.

Attch:

00 10 00 00-Bid Schedule (revised) Drawing C-101 (revised) Drawing C-103 (revised) Drawing C-104 (revised) Drawing C-301 (revised) Drawing C-302 (revised) Drawing C-501 (revised)

SECTION 00 10 00 - SOLICITATION

The following have been deleted:

BID SCHEDULE

(End of Summary of Changes)

BID SCHEDULE

BASE ITEMS

QUANTITIY UNIT

ITEM NO. DESCRIPTION OF ITEM (Note 1) UNIT PRICE AMOUNT

0001 Mobilization and Demobilization 1 JOB $________ $___________

0002 Hydraulic Dredging and pump ashore 600,000 C.Y. $________ $___________ from borrow area(s) – In-place volume at placement area

0003 Dune Repair - Shaping dune using pumped 1 JOB $_________ $___________ ashore dredged material

TOTAL BASE ITEMS $___________________________________________

OPTION ITEMS

0004 Sand Fencing 1 JOB $_________ $___________

0005 Hydraulic Dredging and pump ashore from borrow area(s) – In-place volume at placement area

0005A Dredging and onshore placement 50,000 C.Y. $_________ $___________

0005B Dredging and onshore placement 100,000 C.Y. $_________ $___________

0006 Contract Officer Directed standby time resulting from ESA avoidance measures

0006A Standby Time 10 HOUR $_________ $___________

0006B Standby Time 40 HOUR $_________ $___________

TOTAL OPTION ITEMS $_________________________________________

TOTAL ALL (BASE + OPTION) ITEMS $_________________________________________

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

1. Quantities are estimated except where shown as “JOB.” Bids shall not be submitted for quantities less than those specified for each line item. Bidders shall bid on all line items of the Schedule. Failure to include pricing for all quantities of all line items will result in rejection of the bid as non-responsive.

Prices are on a unit basis.

2. C.Y. = cubic yards

3. Items 0005 and 0006 are subject to UAI 5152.211-9001, VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS (see section 00 73 00).

-- End of Bid Schedule --

C-301

1 H: 5 V

HORZ: 1" = 40'

C-301

1 H: 5 V

HORZ: 1" = 40'

TOE OF SAND

TOP OF SLOPE TOP OF SLOPE

TOE OF SAND

TOE OF SAND

TOP OF SLOPE

TOE OF SAND

TOP OF SLOPE

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

A N

S I

D :0

:2

P

M

P L

O T D

A T

E T

IM

E

/2 /2

DESIGN FILE:

IDENTIFICATION

SHEET

I:\AECDesigns\FY18_P2-464782_SWBB\Con_Docs\CAD_Sheets\Civil\FY18_P2-464782_SWBB-C-301.dgn

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S E

A T

T L E D

IS

T R

IC

T

E

A S

T M

A R

G

IN

A L W

A Y S

O U

T H

S E

A T

T L E

W A

S H

IN

G T

O N

D E

S

IG

N E

D B

Y

D A

R Y

L S

D O

W N

IN

G

S

E P

T E

M B

E R

E -4 -1 -1

F Y P

-4

S

W B

B

S H

O A

L W

A T

E R B

A Y

D U

N E R

E S

T O

R A

T

IO

N P

L A

N

W

IL

L A

P A B

A Y

W A

S H

IN

G T

O N

L F

O R

D

D

M

IC

H A

L S

E N

A

R O

T H

E R

Y

T Y

P

IC

A L S

E C

T

IO

N S

C-301

C-301

1 H: 5 V

HORZ: 1" = 40'

TOP OF SLOPE TOP OF SLOPE

TYPICAL TRANSITION SECTION TYPICAL SECTION B-B

TYPICAL SECTION A-A

R0002

A

D D

E D O

P T

IO

N

S

A N

D B

E N

C H L

IF

T /2 /2

A

D D

E D N

U M

B E

R T

O S

A N

D F

E N

C E O

P T

IO

N /2 /2

/2 /2

C O

R R

E C

T E

D B

E N

C H W

ID

T

H

ELEV. 9'

MHHW

MLLW

ELEV. 12'

ELEV. 25'

NORTH COVE WILLAPA BAY

C-501

1 & 2

SEE DETAILS FOR DIMENSIONS

SAND FENCING

OPTION 0004-

CL

SAND BENCH

SAND BENCH

(ELEVATION VARIES)

EXISTING GRADE

90'10'

SAND BENCH

BACK OF

SAND BENCH

SHOULDER OF 247'

ADDITIONAL LIFT TO SAND BENCH

OPTION 0005-

ELEV. 9'

MHHW

MLLW

ELEV. 12'

ELEV. 25'

NORTH COVE WILLAPA BAY

C-501

1 & 2

VARIES

VARIES10'

SEE DETAILS FOR DIMENSIONS

SAND FENCING

OPTION 0004 -

CL

SAND BENCH

SAND BENCH

(ELEVATION VARIES)

EXISTING GRADE

SAND BENCH

BACK OF

SAND BENCH

SHOULDER OF

ADDITIONAL LIFT TO SAND BENCH

OPTION 0005-

MHHW

MLLW

ELEV. 25'

NORTH COVE WILLAPA BAY

CL

SAND FILL

20'

(ELEVATION VARIES)

EXISTING GRADE

50ft

R

10ft R ft

R ft

R

C-302

L F

O R

D

D

M

IC

H A

L S

E N

A

R O

T H

E R

Y

C-302

C-302

2 DETAIL OF EAST TERMINUS

DETAIL OF WEST TERMINUS1

T E

R M

IN

U S D

E T

A

IL

S

C-302

C-302

0 60' 120'

0 60' 120'

0 20' 40'

0 20' 40'

TRANSITION TO EXISTING GRADE (WEST TERMINUS)

TRANSITION TO EXISTING GRADE (EAST TERMINUS)

1 H: 2 V

HORZ: 1" = 20'

1 H: 2 V

HORZ: 1" = 20'

N

N

0 1

0 1

5+00

TO EXISTING GRADE

5V:1H SMOOTH TRANSITION

TO EXISTING GRADE

5V:1H SMOOTH TRANSITION

6+00

4+00

3+00

2+00

C-302

A-A

A-A

B-B

C -3

B -B 2

C-301

C-301

R0002

A

D D

E D O

P T

IO

N

S

A N

D B

E N

C H L

IF

T /2 /2

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps

S I

D :4

:0

P

M

P L

O T D

A T

E T

IM

E

/2 /2

DESIGN FILE:

IDENTIFICATION

SHEET

I:\AECDesigns\FY18_P2-464782_SWBB\Con_Docs\CAD_Sheets\Civil\FY18_P2-464782_SWBB-C-302.dgn

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S E

A T

T L E D

IS

T R

IC

T

E

A S

T M

A R

G

IN

A L W

A Y S

O U

T H

S E

A T

T L E

W A

S H

IN

G T

O N

D E

S

IG

N E

D B

Y

D A

R Y

L S

D O

W N

IN

G

F

E B

R U

A R

Y

E -4 -1 -1

F Y P

-4

S

W B

B

S H

O A

L W

A T

E R B

A Y

D U

N E R

E S

T O

R A

T

IO

N P

L A

N

W

IL

L A

P A B

A Y

W A

S H

IN

G T

O N

W

D W

B

ELEV. 25'

-5

-5

0STATION

EXISTING GRADE

EXISTING GRADE

TRANSITION TO

E L E

V

M L L

W F

T

E L E

V

M L L

W F

T

STA 3+70

TO GRADE

START TRANSITION

TOP OF SLOPE

TOE OF SAND

ELEV. 25'

STATION

EXISTING GRADE

EXISTING GRADE

TRANSITION TO

E L E

V

M L L

W F

T

E L E

V

M L L

W F

T

STA 124+57

TO GRADE

START TRANSITION

TOP OF SLOPE TOE OF SAND

25'25'25'25'

M

IN

7' 6"

MAX

C-501

L F

O R

D

D

M

IC

H A

L S

E N

A

R O

T H

E R

Y

C-501 C-501

TOP OF SLOPE

TOE OF SLOPE

SAND FENCING

NOT TO SCALE

T Y

P

IC

A L S

A N

D F

E N

C

IN

G D

E T

A

IL

S

OF THE WIRE IN THE WEAVE BETWEEN THE SLATS.

THREE HUNDRED AND SIXTY (360) DEGREE TWISTS

GALVANIZED WIRE NOT LESS THAN TWO (2)

STRANDS OF THIRTEEN (13 STEEL WIRE GUAGE

WOVEN TOGETHER WITH FIVE (OR FOUR) 2-WIRE

SAND FENCING SHALL CONSIST OF WOOD SLATS

".4

APART PLUS OR MINUS

") INCHES 4

AND ONE-QUARTER (2

THE SLATS SHALL BE SPACED TWO

(48") INCHES HIGH.

(11/2") INCHES WIDE AND FORTY EIGHT

(3/8") INCHES THICK, ONE AND ONE HALF

OR SPURCE MEASURING THREE EIGHTS

SLATS SHALL BE MADE OF nO.1 ASPEN

ONE END SHALL BE TAPERED

DIAMETER AND SEVEN (7') FEET HIGH.

OR SPRUCE THREE (3") INCHES IN

POSTS SHALL BE MADE OF NO.1 ASPEN

1V:5H GRADE

TAPERED END

(7') HIGH

(3") DIAMETER

WOODEN POSTS:

TOP OF SLOPE

TOE OF SLOPE

NORTH COVE

WILLAPA BAY

DUNE CREST

METAL CLIP CONSTRAINT

NORTH COVE

NOT TO SCALE

OPTION 0004- SAND FENCE DETAIL OPTION 0004- TYPICAL PLAN VIEW OF SAND FENCE

R0002

A D

D E

D N

U M

B E

R T

O S

A N

D F

E N

C E O

P T

IO

N /2 /2

S O

L

IC

IT

A T

IO

N N

O

D W

N B

Y

C K

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps

S I

D :4

:5

P

M

P L

O T D

A T

E T

IM

E

/2 /2

DESIGN FILE:

IDENTIFICATION

SHEET

I:\AECDesigns\FY18_P2-464782_SWBB\Con_Docs\CAD_Sheets\Civil\FY18_P2-464782_SWBB-C-501.dgn

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S E

A T

T L E D

IS

T R

IC

T

E

A S

T M

A R

G

IN

A L W

A Y S

O U

T H

S E

A T

T L E

W A

S H

IN

G T

O N

D E

S

IG

N E

D B

Y

D A

R Y

L S

D O

W N

IN

G

F

E B

R U

A R

Y

E -4 -1 -1

F Y P

-4

S

W B

B

S H

O A

L W

A T

E R B

A Y

D U

N E R

E S

T O

R A

T

IO

N P

L A

N

W

IL

L A

P A B

A Y

W A

S H

IN

G T

O N

W

D W

B

FY18_P2-464782_SWBB-R0002.pdf
FY18_P2-464782_SWBB-C-101_R0002
FY18_P2-464782_SWBB-C-103_R0002
FY18_P2-464782_SWBB-C-104_ROOO2
FY18_P2-464782_SWBB-C-301_R0002
FY18_P2-464782_SWBB-C-302_R0002
FY18_P2-464782_SWBB-C-501_R0002

File details come from the government source that posted it.