Amd_0002_W9127N-16-B-0006.pdf

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

As an amendment to the solicitation the follow ing changes are made:

1. The solicitation price schedule quantities for CLINs 0002AA and 0002AB are revised. The attached revised price schedule is incorporated in full and replaces the previous price schedule.

2. Attachment A21 is revised based on the May 18, 2016 survey. The attached revised version is incorporated in full and replaces the previous version in its entirety.

3. Draw ing OCC-POR-000, DWG 2 OF 6 is revised based on the May 18, 2016 survey. The attached revised version is incorporated in full and replaces the previous version in its entirety.

4. The bid opening date is unchanged as a result of this amendment.

See continuation pages for additional details.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 20-May-2016

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 W9127N-16-B-0006

X 9B. DATED (SEE ITEM 11)

02-May-2016

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 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)

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

23-May-2016

CODE

US ARMY CORPS OF ENGINEERS

333 SW 1ST AVE

PORTLAND OR 97204-3440

W9127N 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127N-16-B-0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The Issued By organization below has been added:

US ARMY CORPS OF ENGINEERS

333 SW 1ST AVE

PORTLAND OR 97204-3440

SECTION 00100 - BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS

SUBCLIN 0002AA

The CLIN description has changed from First 15,000 Cubic Yards to First 20,000 Cubic Yards.

The pricing detail quantity has increased by 5,000.00 from 15,000.00 to 20,000.00.

SUBCLIN 0002AB

The CLIN description has changed from Over 15,000 Cubic Yards to Over 20,000 Cubic Yards.

The pricing detail quantity has increased by 5,000.00 from 5,000.00 to 10,000.00.

The following Delivery Schedule item for SUBCLIN 0002AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

POP 15-JUN-2016 TO

31-OCT-2016

N/A VANCOUVER RESIDENT OFFICE

VIOLET ALBRIGHT

4480 SE COLUMBIA WAY

VANCOUVER WA 98661-5570

541-414-7963 FOB: Destination

W9127N

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

POP 15-JUN-2016 TO

31-OCT-2016

N/A VANCOUVER RESIDENT OFFICE

VIOLET ALBRIGHT

4480 SE COLUMBIA WAY

VANCOUVER WA 98661-5570

541-414-7963

The following Delivery Schedule item for SUBCLIN 0002AB has been changed from:

POP 15-JUN-2016 TO

31-OCT-2016

N/A VANCOUVER RESIDENT OFFICE

VIOLET ALBRIGHT

4480 SE COLUMBIA WAY

VANCOUVER WA 98661-5570

541-414-7963

To:

POP 15-JUN-2016 TO

31-OCT-2016

N/A VANCOUVER RESIDENT OFFICE

VIOLET ALBRIGHT

4480 SE COLUMBIA WAY

VANCOUVER WA 98661-5570

541-414-7963

(End of Summary of Changes)

Section 00010 - Solicitation Contract Form

ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 Mobilization and Demobilization

1 Job

Funded:

0002 Dredging and

Placement of Materials:

Port Orford (INFORMATIONAL CLIN ONLY, DO

NOT PRICE.)

0002AA First 20,000

Cubic Yards

20,000 Cubic Yard EST

0002AB Over 20,000

10,000 Cubic Yard EST

0003 Dredging and

5,000 Cubic Yard EST

OPTION Port Orford

0004 Dredging and

Charleston (INFORMATIONAL CLIN ONLY, DO

0004AA First 15,000

15,000 Cubic Yard EST

0004AB Over 15,000

5,000 Cubic Yard EST

0005 Dredging and

Baker Bay (INFORMATIONAL CLIN ONLY, DO

0005AA First 75,000

75,000 Cubic Yard EST

0005AB Over 75,000

25,000 Cubic Yard EST

0006 Dredging and

20,000 Cubic Yard EST

OPTION Baker Bay

0007 Dredging and

Skipanon River (INFORMATIONAL CLIN ONLY, DO NOT PRICE.)

0007AA First 160,000

160,000 Cubic Yard EST

0007AB Over 160,000

40,000 Cubic Yard EST

0008 Dredging and

50,000 Cubic Yard EST

OPTION Skipanon River

0009 Government

Directed Stand- By

8 Hours EST

OPTION Funded:

0010 Government

0011 Government

TOTALS

SUBTOTAL FOR MANDATORY LINE ITEMS

SUBTOTAL FOR OPTIONAL LINE ITEMS

TOTAL FOR ALL LINE ITEMS

CUT

NO.

FROM

STATION

TO

STATION

LENGTH

OF

STATION

(FEET)

WIDTH

(FEET)

REQUIRED

DEPTH

(FEET)

ALLOWABLE

OVERDEPTH

(FEET)

CY @

REQUIRED

DEPTH

CY @

ALLOWABLE

OVERDEPTH

PLACEMENT AREA

DISTRIBUTION

1 00+00+00 00+05+00 500 90 16‐18 2 7,672 11,165 CWA 404

2 00+05+00 00+07+50 250 90 16‐18 2 18,586 21,760 CWA 404

26,258 32,925

1 00+10+00 00+32+00 2200 150‐200 17 2 915 11,653 ODMDS SITE F‐OS

2 00+32+00 00+43+00 1100 150‐520 16 2 15,445 21,842 ODMDS SITE F‐OS

16,359 33,495

1 00+19+00 1+10+00 4,380 150‐200 15 2 18,215 45,688 O‐3.2‐IW & W‐4.8‐IW

2 01+23+00 01+47+00 2,400 150 15 2 638 7,270 O‐3.2‐IW & W‐4.8‐IW

3 02+20+00 02+35+00 1,500 150‐270 16 1 3,680 15,081 O‐3.2‐IW & W‐4.8‐IW

4 02+45+00 03+00+00 780 150‐386 16 1 5,579 19,098 O‐3.2‐IW & W‐4.8‐IW

28,113 87,137

1 00+20+00 01+25+00 6,780 200 15* 1 210,970 261,644 W‐4.8‐IW & Area D 210,970 261,644

DREDGING QUANTITY SUMMARY TABLE

PORT ORFORD

totals:

totals:

CHANNEL DIMENSIONSSECTIONS QUANTITIY (includes 1V:3H side slopes)

[Note: Actual placement sites for work TBD following pre‐dredge survey]

[Note: Actual placement sites TBD following pre‐dredge survey]Note: * depicts a required depth that is different from the project depth totals:

CHARLESTON

BAKER BAY

SKIPANON RIVER

totals:

LEAD

1647 K

1647 J

1647 N 1647 G

1647 T

1647 S

415800

415300

414800

N O

R T

H

IN

G ft

416300

3848000 38485003847000 3847500

EASTING, FT

800 ft ft

416800

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T P

O R

T L

A N

D

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

A W

A R

D D

A T

E

P L

O T

S C

A L E

S U

B M

IT

T E

D B

Y

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T S

E C

T

P L

O T

D A

T E

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

D A

T E

A P

P R

M A

R K

N

X 3,847,000

X 3,848,000

X 3,847,000

Y

,0

Y

,0

Y

,0

X 3,848,000

Y

,0

REFUSAL

DIG TO

ROCK AREA

ANTICIPATED

GAGE

STAFF

REFUSAL

DIG TO

ROCK AREA

ANTICIPATED

A

B

C

D

E

H

FILE

NAME

P O

R T O

R F

O R

D

T M

H

T M

H

F G

STA. 00+00+00

DREDGE AREA #1

DOWNSTREAM LIMIT OF

STA. 00+07+50

DREDGE AREA #2

UPSTREAM LIMIT OF

N

NAV CHANNEL

PORT ORFORD

THAN 3 FT VERTICAL ACCUMULATION

THE SEABED SHALL BE LESS

MOUNDING OF DREDGE MATERIAL PLACED ON

A

A

B

B

K A

R L

A G E

L L

IS

C

D

E

F

A

B

C

F

G

H

3847980.66 416175.52

3847627.30 416379.77

3847597.54 416507.16

3847685.18 416527.64

3848025.70 416253.44

3847706.08 416438.19

I

J

K

L

3847597.54 416507.16

3847540.66 416750.60

3847628.30 416771.08

3847685.18 416527.64

D E

S

IG

N F

IL

E N

A M

E

THE EXISTING PROJECT

Provides for a turning basin 16 feet deep, 90 feet wide and 750 feet long.

SAMPLE PLACEMENT PLAN: PORT ORFORD

LEGEND

Primary Control Point Coordinated Survey Points Uncoordinated Survey Points Dredging Ranges

Flow Arrows Harbor Lines State Boundary

Aids to Navigation

Lighthouses Lights Lighted Ranges Lighted Buoys Unlighted Buoys Daybeacons Seasonal Lights and Lighted Dredging Ranges

Benchmarks Gages Staff Recording

Front Rear

Straight Tidal River Mileage from Mouth 10

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, FLOW

Sunken Vessel

SCALE IN FEET

X COORDINATE Y COORDINATE

COORDINATES

NEAR SHORE PLACEMENT

3847775.22 414963.49

3847718.09 415761.45

3848516.05

3848573.16 415020.60

OF YOUR CONTRACT

SAFETY IS A PART

50' 50' 100' 150' 200'

STA. 00+03+88

R M

T

O

ON PRE+DREDGE SURVEY DATA.

ACTUAL DEPTHS TO BE DETERMINED BASED

-18 ft. MLLW

-20 ft. MLLW20

45' 45'

-18 ft. MLLW CONTOUR

-20 ft. MLLW CONTOUR

N.T.S.

TYPICAL SECTION A+A

ON PRE+DREDGE SURVEY DATA.

ACTUAL DEPTHS TO BE DETERMINED BASED

-18 ft. MLLW

-20 ft. MLLW20

40' 45'

FACE

DOCK

5'

N.T.S.

TYPICAL SECTION B+B

CL

REQUIRED DREDGING DEPTH

MAXIMUM PAY DEPTH

STA: 00+01+50

CROSS SECTION A - A

CL

REQUIRED DREDGING DEPTH

STA: 00+05+50

CROSS SECTION B - B

SEE SECTION 01 2

2 00.82

FOR DETAILS

POTENTIAL LEAD LINE SOUNDING LOCATION

OCC-POR-000

X X -X

X X -X

X

O C

C -P

O R -0

.D

G N

W

N -1

-B -0

01-SEP-2015

SURVEY DATE

PLACEMENT SITE

18-MAY-2016

SURVEY DATE

DREDGE AREA

STAFF GAGE: Northing: 416427 Easting: 3847618

Reference is Navigation Chart No. 18589 2009 Aerial Photography data source: U.S.D.A., Service Center Agencies the general condition existing at that time.

conductedon the date indicated and can only be considered to represent The information depicted on this map represents the results of a survey une 1968.

Hydraulics Committee, Pacific Northwest River Basins Commission, J River mileage conforms to the River Mile Index of the Hydrology and

Vertical Datum (NAVD 88).

Low Water 1983-2001. MLLW is 0.49 feet below the North American Soundings are shown in feet and indicate depths below Mean Lower Vertical Datum:

U.S. Survey Feet.

Coordinate System (SPCS), Oregon South Zone. Distance units in North American Datum of 1983 (NAD83), projected to the State Plane Horizontal Coordinate System:

NOTES:

SEE DISPOSAL PLAN FOR ADDITIONAL DETAILS

M A

IN

T E

N A

N C

E D

R E

D G

IN

G

O R

E G

O N C

O A

S T C

L A

M S

H E

L L

T S

G S

O L

IC

IT

A T

IO

N N

O

-M

A Y -1

DREDGE AREA #1 COORDINATES DREDGE AREA #2 COORDINATES

X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE

DWG 2 OF 6

L

I J

K

415818.58

PLACEMENT SITE IT 1210.7ft

BETWEEN DREDGE AREA AND

CENTROID TO CENTROID DISTANCE

STA. 00+05+00

DREDGE AREA #2

DOWNSTREAM LIMIT OF

DREDGE AREA #1

UPSTREAM LIMIT OF

DOCK FACE MAXIMUM DEPTH -16 ft. MLLW

MAXIMUM DREDGING / PAY DEPTH

***VERTICAL FACE***

MAXIMUM DREDGING / PAY DEPTH -16 ft

***NOTE ON DREDGING DEPTHS AT DOCK FACE***

S O

L

IC

IT

A T

IO

N L

A Y

O U

T D

R A

W

IN

G

A

M E

N D

M E

N T U

P D

A T

E S T

H E S

U R

V E

Y I

N F

O R

M A

T

IO

N

+9 +8+7+7

+6

+5

+4

+3

+2 +2

+1

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+2

+3

+3

+3

+3

+3

+3

+3

+3

+2

+3

+3

+3

+3

+3

+3

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+3

+3

+3

+3

+3

+3

+3

+3

+3

+3

+2

+2

+3

+2

+3

+2

+2

+3

+3

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+3

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+3

+3

+3

+3

+4

+4

+4

+4

+4

+4

+4

+4

+4+3+3+3 +3+3+4

+4

+4

+4

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+4

+4

+5

+5

+4

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+4

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+4

+4 +5

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+5

+5

+5

+5

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+6

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+6

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+6

+6

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+6

+6

+6

+6

+6 +6

+5+5 +5+6

+6

+6

+6

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+6

+6

+6 +7

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+6

+6

+6

+7

+7

+7

+7

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+7

+7

+5+5+5+4

+4

+4 +4

+5

+5

+7

+7

+7

+7

+7

+7

+7

+7

+7+6

+6

+6

+6

+3

+3

181918181817171615131313161514 7 3 3 3 3 4 6 3 1

18181717171716151413 9 121311 7 3 3 2 2 1 1 1 1 1 1 1 1

18171716171616151410 4 4 5 4 3 2 2 2 2 2 2 1 1 1 1 0 +0

17171717171616151410 4 3 2 2 2 2 2 2 2 2 1 1 1 1 0 0 +0

171717161616151413 6 4 3 3 3 2 2 2 2 2 1 1 1 1 0 0 +0+1+1

1312111111 8 6 5 5 4 4 3 3 3 3 2 2 1 1 1 1 0 0 0 0 +0

8 7 7 6 6 6 5 5 5 5 4 4 4 3 3 2 2 2 1 1 1 1 0 0 0

7 6 6 6 6 6 6 5 5 5 5 4 4 4 4 4 3 3 2 2 1 1 1 0

+0+0+1

6 6 6 6 6 6 6 6 6 5 5 4 4 3 3 2 2 2 1 1 1 1 0 0+0

7 7 7 7 7 6 6 6 5 5 5 5 4 3 3 2 2 2 2 1 1 1 0 +0 0

28272727272727272828

8 8 8 7 7 7 6 6 6 6 5 5 5 4 4 4 3 3 2 2 1 1 1 0 0 +0+0+0

27272727272727272727282726

101010 9 9 9 8 8 8 8 7 7 7 6 6 5 5 4 4 4 3 3 2 2 2 1 1 1 0 +0 +0

27272726262626262625252525252524

1313121211111010 9 9 9 9 8 8 8 7 7 7 6 6 5 5 4 4 3 3 2 2 2 2 2 1 1 0 0 0 +0

2727272727272727272626262626262625252424242323222222

181817171615151414131312111110101010 9 9 8 8 8 7 7 6 6 6 5 5 5 4 4 4 3 3 3 2 2 2 1 1 1 1 1 1

2727272728272727272626252524242424242424242323232222222120201919181817171616151514141313121211111010 9 9 8 8 7 7 7 6 6 5 5 4 4 4 3 3 2 2 2 2 2 1 1 1 1 1 3 2 2 1

22222222222222212121201919181817171616151514141313121211111010 9 8 8 7 7 6 6 6 5 5 4 4 4 3 3 3 3 4 4 3 3 3 3 3 3 2 2 2 1

PLACEMENT AREA

NEAR SHORE