Amend-0001_W9126G-16-B-0032.pdf

W45VAK60608305 007780

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

Unrestricted Procurement, Houston Ship Channel, Rosa Allen Placement Area Containment Dike Raise in Harris County, Texas.

Continued on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY

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 W9126G-16-B-0032

X 9B. DATED (SEE ITEM 11)

18-Aug-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 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

22-Aug-2016

CODE

US ARMY CORPS OF ENGINEERS FORT WORTH

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G-16-B-0032

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMEND 0001

1. The specifications for Solicitation No. W9126G-16-B-0032, Unrestricted Procurement, Houston Ship Channel, Rosa Allen Placement Area Containment Dike Raise in Harris County, Texas, are hereby amended as follows:

a) Specifications.

(1) NONE

b) Drawings.

(1) DRAWINGS NO. S-01 through S-05 - The enclosed Drawings No. S-01 through S-05, supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

1 Encls:

1. DRAWINGS NO. S-01 through S-05

(End of Summary of Changes)

N.T.S

N.T.S

STEEL PIPES

IMPERVIOUS FILL

A

ACCESS DIKE TYPICAL

B

ACCESS DIKE TYPICAL

PERIMETER CONTAINMENT DIKE TYPICAL

10'-0"

20'-0"

APPX. 30'-0" MATCH THE ADJACENT AREAS

SRIPPING & TURFING LIMITS

STRIPPING & TURFING LIMITS

32.5'

NEW DROP-OUTLET

STRUCTURE

15'-0"

56.5'

-120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280

WALKWAY TURN

AROUND AREA

DROP-OUTLET

STRUCTURE

N.T.S

30'-0"

20'-0"

ACCESS DIKE TYPICAL PLAN

A S-01

B S-01

WITH LOWER WALKWAY CENTERED BETWEEN CELL 3.

UPPER WALKWAY IS CENTERED BETWEEN CELL 2,

NOTE:

P.V.C SHEET

PILES

NEW DROP-OUTLET STRUCTURE

46.5'

A 24" BUTT STRAP

AND THE NEW PIPE BY

CONNECT THE EXISTING PIPE

NEW STRUCTURE.

FUNCTIONAL COMPONENTS OF THE

FOOTING SHALL BE MAINTAINED AS

2. EXISTING DRAINAGE PIPE AND

THE WALKWAY GRATING EL. 48.56';

STRUCTURE TO BE REMOVED:

1. EXISTING DROP-OUTLET

OUTFALL EL. 23.3'

WING WALL;

EXISTING CONCRETE

MAINTAIN THE

KEEP THE EXISTING PIPE

PIPE

NEW STEEL

237'-0"

10'-0"

NEAR THE OUTSIDE TOE

THE DEPRESSION AREA

BACKFILL AND COMPACT

SEMI-COMPACTED

SEMI-COMPACTED

S-01

Sheet 25 of 29 Total For Project

Sheet 1 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

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STRUCTURE IF REPAIR WORK REQUIRED.

8. PLANS, SECTIONS, AND DETAILS APPLY TO BOTH NEW DROP-OUTLET STRUCTURES AND REHAB

7. DAMAGED PAINT SURFACE SHALL BE SPOT RE-COATED.

6. CONNECTIONS NOT DETAILED SHALL BE DESIGNED BY STEEL SUPPLIER.

5. PILES SHALL BE DRIVEN TO ELEVATIONS AS INDICATED. SEE SPECIFICATIONS.

4. CONTRACTOR MAY BOLT UNITS TOGETHER TO ALIGN PRIOR TO WELDING.

3. SEE "S" DRAWINGS FOR, TOP VIEW, BOTTOM VIEW AND ASSOCIATED DETAILS.

2. ALL JOINTS SHALL BE FULLY WELDED WITH CONTINUOUS WELDS.

1. DROP-OUTLET STRUCTURE AND WALKWAY SHALL BE MAINTAINED IN A SAFE CONDITION.

NOTES:

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E to update the table need to Mike assistance

AT THE OUTFALL

PLASTIC TUBE LOCATED

(APPROXIMATELY)

THERE IS A 2" DIAMETER

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SOLICITATION NO. W9126G-16-B-0032.

AMENDMENT NO. 0001 TO

THIS DRAWING ACCOMPANIES

F L

O W

C

D

IS

C H

A R

G E P

IP

PLAN VIEW

C DIKE

5" x 5" x 3/8"

HANDRAIL

2-1/2"x2-1/2"x3/8"

PERIMETER

TREATED TIMBER 4"x4"x 5'-0"

1/2" PLATE

W 8 x 184"x4"x 5'-0"

TIMBER

TREATED

1 3 4

6" x 6" x 3/8"

5'-2"

1'-0"

1'-0"

1'- 3/8 "

1'-4 1/2"

4'-0" OD

23'-5"

4. SEE S-03 FOR REINFORCED CONCRETE FOOTING.

3. SEE PIPE DETAIL VIEW ON S-05.

2. SEE WALKWAY DETAILS ON S-04 AND S-05.

1. WALKWAY NOT SHOWN HERE FOR CLARITY.

NOTES:

SEE SPECS.

METAL GRATING

DIRECTION

SPANS THIS

GRATING

METAL

REFUSAL

POINT OF

TYPICAL TYPICAL

END SECTION PIPE SECTION

S E

E T

A B

L E

ELEVATION VIEW

TIMBERS

4" x 4" x 5'

(TYP)

2"x2"x1/4"

METAL GRATING

TYPICAL

W 8 x 18

W 8 x 18

5"x5"x3/8"

2-1/2"x2-1/2"x3/8"

2 "x 2 "x 1/4"

W8X58

HANDRAIL

2-1/2"x2-1/2"x3/8"

PERIMETER

D R

A W

IN

G S -0

TIMBERS

4" x 4" x 5'

C 8 x 13.75

C 8 x 13.75

C 8 x13.75

W 8 x 18

2-1/2"x2-1/2"x3/8"

W8X58

FOOTING

CONCRETE

REINFORCED

3'-6"

1'-8"

23'-5"

2'-0"

TYP.

1'-1 1/2 "

HEADWALL

STEEL

1/2" PLATE

OD 48"

EL. 32.5'

EL. 37.94'

EL. 46.5'

EL. 56.5'

S-02

Sheet 26 of 29 Total For Project

Sheet 2 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

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SCALE:3/8"=1'

0 2' 4' 6'

SCALE:3/8"=1'

0 2' 4' 6'

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6 3/4 "

6 3/4 "

SPLICES, TYP.

COLUMN

S-2 S-4

A

S-2 S-5

B

S-2 S-5

C

S-2 S-5

J

SOLICITATION NO. W9126G-16-B-0032.

W8X58 C.L.

S-03

CONCRETE FOOTING/SLAB REINFORCINGC

C-03

PLAN

#4 REBAR 3" CLEAR COVER

7'-2"

1'-2"4'-0"1'-2" 5"

4 1/2 "

23'-5"

4"

1'-4"

4"

5"

1'-7"

1'-7"

1'-7"

1'-7"

5"

3 SPACED @16"

2'-0"

5'-2"5'-2"5'-2"5'-2"

S-03

Sheet 27 of 29 Total For Project

Sheet 3 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

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BUTT STRAP

24" LONG, 48" ID

EXISTING PIPE NEW PIPE

N.T.S.

TYP.

3/8

TYP.

3/8

TYP.

NEW TO EXISTING

TYPICAL PIPE JOINT

2' 4'0 1'

SCALE:1/2"=1'-0"

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SOLICITATION NO. W9126G-16-B-0032.

W8X58

W8X18

C5X9

HANDRAIL

PIPE

OVER

BACKFILL

TIMBERS

4"X4"X5'

1'-0"

METAL GRATING

HANDRAIL

W8X18

W8X18

Ø

48"Ø x 1/2" STEEL PIPE

2'-0"

WITH FULL PEN. WELD

OPTIONAL SPLICE LOCATION

4"x4"X3/8"

ON BOTH DIRECTION

3'X4'X1' #3 REBAR

CONC. SLAB

2 SEPARATED REINFORCED

HANDRAIL

GRATING

METAL

WALKWAY

FOR UPPER

C5X9 BRACING

4"x4"X3/8"C8X13.75

C8X13.75

CJP.TYP

1. WALKWAY GRATING PANEL SHALL BE SECURED WITH A MINIMUM OF 4 ANCHORS LOCATED AT THE CORNERS.

NOTE:

8'-0"8'-0"

3'-0"

1'-0"

1'-8"

3'-6" 4'-0", TYP.

1'-8" 3'-6"

8'-0"

2'-4" (TYP)

40'

60'

DISTANCE AS SHOWN ON S-01

C8X13.75

PILE

P.V.C. SHEET

15'

THE STRUCTURE

AT 12' AND 24' FROM

IS 2 WHICH IS SPACED

FOR LOWER WALKWAY

2. SUPPORTS

UPPER WALKWAY

REQUIRED FOR

1. 3 SUPPORTS

W8X40

HINGE PLAT

GAVANIZED 1/2"

37'-0"

EL. 56.5'

EL. 46.5'

EL. 32.5'

EL. 51.5'

3'-6 1/2 "

ASTM C33,

18" FINE AGGREGATE

STEEL PIPE

48" DIA X 1/2"

C5X9

TYP.

3/16

GRATING

1-1/4" METAL

(MEMBER POSITION )

M A

X

/4

4" X 4" X 3/8"

W 8 x 40

C 5 x 9

WALKWAY GRATING

1-1/4" x 3/8" (HEIGHT X THICKNESS)

4" X 4" X 3/8" N.S. & F.S.

2-1/2" X 2-1/2" X3/8"

POST

HANDRAIL

3/16

TYP.

3/16

TYP.

3/16

TYP.

SIDE VIEW

HAND RAIL

2'-0"

3'-6"

1'-6"

GRATING

METAL

W8X18

WT

C5X9 STRINGER

METAL GRATING

WALKWAY

"3/8" X-1/2" X 2-1/22

4" X 4" X 3/8"

3/16

TYP.

TOP ONLY

TYP.

C8X13.75

6"

3/16

TYP.

TYP.

C5X9 STRINGER

GRATING

METAL

POSITION)

(MEMBER

1'-0"1'-0"

( 2-1/2" X 2-1/2" X 3/8")

BEYOND

HANDRAIL POST

N.S. & F.S.

4" X 4" X 3/8" X 2'-1"

M A

X

/4

C5 x 9 EQUAL SPACES @ 4'-0" O.C

C5x9 STRINGER (TYP.)

HANDRAIL 2-1/2"X2-1/2"X3/8"

SPANS THIS DIRECTION

METAL GRATING

HANDRAIL POSTS EQUAL SPACES @ 4'-0" O.C. MAX.

4"X4"X 3/8"X5'-10"

HANDRAIL 2-1/2"X2-1/2"X3/8"

CONCRETE SLAB

REINFORCING

3'-0"

2'-0" 4'-0"

4'-0"

5'-2"

6"

2X2X1/4"

3/16 3 SIDES

TYP.

3/16 BOTTOM SIDE

TYP. EXCEPT

3/16

TYP.

5/16

3/16

TYP. SEAL THE WELDS

PLACED AS SHOWN ON S-01

WALKWAY SHALL BE

WEB

COLUMN

W8X58

FLANGES

W8X58 COLUMN

TYP,CJP.

TYP,CJP.

S-04

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Sheet 4 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

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M D S -R o s a A ll e n D ro p O u tl e t S tr u c tu re D e ta il s .d g n

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HSC 401-550SWG FILE NO.

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A c ti n g C h ie f, E n g in e e ri n g B r.

3/16

TYP.

PLAN VIEW

WALKWAY BRACING

ELVATION VIEW

WALKWAY BRACING

W8X40

SUPPORT

WALKWAY

W8X40

SUPPORT

WALKWAY

WALKWAY BRACING

C5X9 FOR UPPER

SCALE:1"=1'

1' 2'

SCALE:1"=1'

1' 2'

1' 2'0 6"

SCALE:1-1/2"=1'

1' 2'0 6"

SCALE:1-1/2"=1'

4' 8'0 2'

SCALE:1/4"=1'

4' 8'0 2'

SCALE:1/4"=1'

4' 8'0 2'

SCALE:1/4"=1'

SECTION

SECTION

SECTION

WALKWAY PLAN

WITH WALKWAY, DISCHARGE PIPES AND LEVEE

SIDE VIEW - TYPICAL DROP-OUTLET STRUCTURE

SECTION - WELD DETAILS

SECTION

SCALE:1"=1'

1' 2'

COLUMN SPLICE DETAIL

A N

D C

O N

N E

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P -O

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T

MOCK-UP MODEL

BOTH UPPER AND LOWER WALKWAY

NOTE: TYP DETAILS FOR

FOR THIS SECTION

ABOVE FOR ADDITIONAL INFORMATION

NOTE: SEE "SECTION H - WELD DETAILS"

18'-3"

M A

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S-4 S-4

E

S-4 S-4

D

S-4 S-4

G

S-4 S-4

F

S-4 S-4

G

S-4 S-4

D

S-4 S-4

E

S-4 S-4

F

S-4 S-4

H

S-2 S-4

A

S-4 S-4

H

SOLICITATION NO. W9126G-16-B-0032.

VERTICAL

HANDRAIL

VERTICAL

HANDRAIL

VERTICAL

HANDRAIL

ANGLES

CORNER

ALL SIDES

HANDRAIL

PLATFORM

VERTICAL

HANDRAIL

WT5X15

VERTICAL

HANDRAIL

VERTICAL

HANDRAIL

VERTICAL

HANDRAIL

VERTICAL

HANDRAIL

TREATED LUMBER

W8 x18

(TYP.)

W8 X18

CONCRETE SLAB

STEEL GRATING

GALVANIZED

3/16 PLANK TO EACH W8X58

BAR OF EACH

TYP. EACH SIDE

STEEL GRATING

GALVANIZED

BAY 1

BAY 2

BAY 3

5'-2"1'-0" 1'-0"

5'-2"

5'-2"

1'- 3/8 "

TYP.

1'-3 1/2 "

W x x x

L

3/8

TYP.

3/8

TYP.

3/8

TYP.

W8X58

1"

2-1/2" X 2-1/2" X 3/8"

3" X 3" X 3/8" X 0'-6"

X 3/8"

5" X 5"

6" X 4" X 3/8"

2-1/2" X 2-1/2" X 3/8"

W8X58

WT5X15

L " HEADWALL1/2P

3/16

TYP.

5" X 5" X 3/8"

3/8

TYP.

WT5X15

W8X58

3" X 3" X 3/8" X 0'-6"

3" X 3" X 3/8" X 0'-6"

ONLY

INSIDE COLUMNS

5/16

5/16

TYP.

2-1/2" X 2-1/2" X3/8"

5" X 5" X 3/8"

3/16

TYP.

7 1/2 "

1/2 "

3/16

TYP.

6" X 4" X 3/8"

2-1/2" X 2-1/2" X3/8"

7 1/2 "

1/2 "

WT5X15

2-1/2" X 2-1/2" X3/8"

3/16

TYP.

7 1/2 "

WT5X15

W8X58

WT5X155" X 5" X 3/8"

" HEADWALL1/2P L

"3/85" X 5" X

W8X58 C L

1/2" WALL THICKNESS

" HEADWALL1/2P L

EL.= 32.5'

2'-0"

5'-2"

4'-0", OD

3/16

TYP.

WT5X15

W8X58

2'-0"

1'-0"

P 1/2" HEADWALLL

5" X 5" X 3/8"

O D

1'-0"

EL.= 32.5'

7'-2"

5/16

5/16

TYP.

5/16

5/16

COLUMNS

W8X58

COLUMNS

W8X58

BEAMS/BRACES

W8X18

BRACES

BEAMS

W8X18

5/16

3/16

TYP.

3/16

3/16

TYP.

3/16 BOTTOM SIDE

TYP. EXCEPT

C8X13.75

C8X13.75

W8 x 18

W 8X58

4" x 4" x 5' TIMBERS

WT 5 x 15

REINFORCED CONC.

3/16

TYP.

S-05

Sheet 29 of 29 Total For Project

Sheet 5 of 5 Total For Section of Engineers U.S. Army Corps

Galveston District

G A

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D a te

R e v

S u b m it te d b y

A p p ro v e d b y

A p p ro v a l R e c o m m e n d e d

S c a le

D ra w n b y

D e s ig n e d b y

C h e c k e d b y

D e s c ri p ti o n

D a te

R e v

B y

Drawing No.:

A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

F il e

M o d e l

N a m e

S -0

B y

M

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:0

P

M D a te

T im e

W

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S C -5

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HSC 401-550SWG FILE NO.

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A c ti n g C h ie f, E n g in e e ri n g B r.

1' 2'0 6"

SCALE:1-1/2"=1'

2' 4'0 1'

SCALE:1/2"=1'-0"

2' 4'0 1'

SCALE:1/2"=1'-0"

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

SCALE:1"=1'

1' 2'

SCALE: 3"=1'

3" 6" 9" 12"

SCALE:1"=1'

1' 2'

COLUMN & BEAM DETAIL

SCALE:1"=1'

1' 2'

TYPICAL JUNCTION DETAIL

M

IS

C E

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P -O

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MODEL

MOCK-UP

M A

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S-5 S-5

S-5 S-5

K

S-5 S-5

L

S-5 S-5

M

S-5 S-5

S-5 S-5

J

S-5 S-5

S-5 S-5

S-5 S-5

L

S-5 S-5

M

S-5 S-5

S-5 S-5

K

VIEW

DETAIL

DETAIL

VIEW

DETAIL

SECTION

(WALKWAY NOT SHOWN)

PARTIAL PLAN

S-5 S-5

2 VIEW

S-2 S-5

J

S-5

S-2 S-5

B S-2 S-5

C

PIPE DETAIL ELEVATION

PIPE DETAIL PLAN

SOLICITATION NO. W9126G-16-B-0032.