A22_Amendment_0002_W912P8-16-B-0038.pdf

PDF 843 KB Posted Jun 13, 2016

Attached to: NEW ORLEANS TO VENICE HURRICANE PROTECTION SYSTEM NOV-NF-W-06B. 3 WEST POINTE A LA HACHE, GULF SOUTH PIPELINE AND SIPHON T-WALLS PLAQUEMINES PARISH, LOUISIANA
Solicitation number: W912P8-16-B-0038
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

About this file

From the source

Amendment 0002

View the file

Other files

File	Type	Posted
B01_Revised_Official__Abstract.pdf	PDF	Aug 1, 2016
B01_Official__Abstract.pdf	PDF	Jul 29, 2016
A22_Amendment_0009_W912P8-16-B-0038-0009.pdf	PDF	Jul 25, 2016
A22_Amendment_0008_W912P8-16-B-0038-0008.pdf	PDF	Jul 21, 2016
A22_Amendment_0007_W912P8-16-B-0038-0007.pdf	PDF	Jul 19, 2016
A22_Amendment_0006_W912P8-16-B-0038-0006.pdf	PDF	Jul 13, 2016
A22_Amendment_0005_W912P8-16-B-0038.pdf	PDF	Jul 7, 2016
A22_AmendmenT_0004(W912P8-16-B-0038-0004).pdf	PDF	Jul 1, 2016
A22_W912P8-16-B-0038-0003.pdf	PDF	Jun 23, 2016
A22_Amendment_0001_W912P8-16-B-0038.pdf	PDF	Jun 3, 2016
Drawings_1.pdf	PDF	May 26, 2016
Drawings_2.pdf	PDF	May 26, 2016
385-1-1.PDF	PDF	May 26, 2016
A22_Solicitation_W912P8-16-B-0038.pdf	PDF	May 26, 2016

Show all 14

On GovTribe

Work with this file

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

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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

Reference Solicitation No. W912P8-16-B-0038, for New Orleans To Venice, Hurricane Protection System, NOV-NF-W-06B3, West Pointe A La Hache, Gulf South Pipeline And Siphon T-Walls, Plaquemines Parish, Louisiana, is amended as follow s:

Please see continuation pages for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 13-Jun-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 W912P8-16-B-0038

X 9B. DATED (SEE ITEM 11)

26-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 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

13-Jun-2016

CODE

VICKSBURG DISTRICT CONTRACTING OFFICE

4155 CLAY ST.

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P8-16-B-0038

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

The changes to the drawings revised by this amendment are clouded with the triangle symbol & number "2" within it. The drawings also have the change date and description of change within the title block.

Changes to the Technical Specifications and Drawings are noted below:

SECTION 03 31 00.00 12

Pages 26 and 27, paragraphs 3.4.2 and 3.4.2.1. Delete these paragraphs in their entirety and substitute the following therefore:

“3.4.2 Formed Surfaces

Unless another finish is specified, surfaces shall be left with the texture imparted by the forms except that defective surfaces shall be repaired as described in paragraph "Formed Surface Repair." Other finishes shall be applied to the following structures or portions of structures:

STRUCTURE OR PORTION

TYPES OF FINISH OF STRUCTURE

Grout-cleaned Both flood side and protected side of floodwalls

Textured Where shown on the drawings

Unless painting of surfaces is required, uniform color of the concrete shall be maintained by use of only one mixture without changes in materials or proportions for any structure or portion of structure that is exposed to view or on which a special finish is required. The form panels used to produce the finish shall be orderly in arrangement, with joints between panels planned in approved relation to openings, corners, and other architectural features. Forms shall not be reused if there is any evidence of surface wear or defects that would impair the quality of the surface.

3.4.2.1 Grout-Cleaned Finish

The surfaces of the flood side and protected side of the floodwalls shall be given a grout-cleaned finish as described herein and as approved by the Contracting Officer.

The grout-cleaned finish shall be applied after all required curing, cleaning, and repairs have been completed. Surfaces to be grout-cleaned shall be moist cured for the required period of time before application of the grout-cleaned finish. Grout-cleaning shall be delayed until near the end of construction on all surfaces not to be painted in order to achieve uniformity of appearance and reduce the chance of discoloring caused by subsequent construction operations. The temperature of the air adjacent to the surface shall be not less than 40 degrees F for 24 hours prior to and 72 hours following the application of the finish. The finish for any area shall be completed in the same day, and the limits of a finished area shall be made at natural breaks in the finished surface. The surface to receive grout-cleaned finish shall be thoroughly wetted to prevent absorption of water from the grout but shall have no free water present. The surface shall then be coated with grout. The grout shall be applied as soon as the surface of the concrete approaches surface dryness and shall be vigorously and thoroughly rubbed over the area with clean burlap pads, cork floats or stones, so as to fill all voids. The grout shall be composed of one part portland cement as used on the project, to two parts by volume of well-graded sand passing a No. 30 sieve mixed with water to the consistency of thick paint. White portland cement shall be used for all or part of the cement as approved by the Contracting Officer to give the desired finish color. The applied coating shall be uniform, completely filling all pits, air bubbles, and surface voids. While the grout is still plastic, remove all excess grout by working the surface with a rubber float, burlap pad, or other means. Then, after the surface whitens from drying (about 30 minutes at normal temperature) rub vigorously with clean burlap pads to remove all mortar from the surface leaving the voids full and neither raised above nor depressed below the concrete surface and the wall. There shall be no visible skin of grout on the surface and the color and texture produced by the forms shall remain unchanged.

Immediately after rubbing is completed, the finished surface shall be continuously moist cured for 72 hours. Burlap pads used for this operation shall be burlap stretched tightly around a board to prevent dishing the mortar in the voids.”

SECTION 31 41 16.00 12

Page 11, paragraph 3.1.7. Delete this paragraph in its entirety and substitute the following therefore:

“3.1.7 Painting

The Steel Sheet Piling required for this project shall be painted as stated below, and in accordance with Section 09 97 02.01 12 PAINTING: COAL TAR EPOXY SYSTEM.

The top 24 feet of sheetpile required for the 30 foot levee tie-ins, shall be painted.

The top 6 inches of sheetpile, which will be embedded into the T-wall base slab concrete shall not be painted. Painting of the sheet piling within the T-Walls shall be limited to 3 inches above the stabilization slab, to a depth of 15 feet below the slab.”

DRAWINGS

SHEET IDENTIFICATION Nos. G-005 and M-101. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. G-005 and M-101 therefore.

G-005

G -0 d g n

T A

B U

L A

N S O

C H

A N

G E

D D

P O

N O

F I T

E M F

T -1

/8 /2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S of Engineers

US Army Corps a u t o t im e

New Orleans District

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

H U

R R

A N

E P

R O

T E

C T

N S

Y S

T E

R O

B D

A U

E N

H A

U E

R P .E

A N

S I

P L

A Q

U E

E S P

A R

H L

O U

N A

D .M .E

J E

R E

M Y D L

A S

T E

G U

L F S

O U

T H P

E L

E A

N D S

H O

N T -W

A L L S

N E

W O

R L E

A N

S T

O V

E N

N O

V -N

F -W

-0

B .3 W

E S

T P

T E A L

A H

A C

H E

A .M .C

M A

W P -1

-B -0

LEGEND OF DISPOSITIONS

RL BO PC

RL BO CC

RL BC CC

DND DO NOT DISTURB

TO BE RELOCATED BY OWNER CONCURRENT WITH CONSTRUCTION

TO BE RELOCATED BY CONTRACTOR CONCURRENT WITH CONSTRUCTION

TO BE RELOCATED BY OWNER PRIOR TO CONSTRUCTION

DND-AO DO NOT DISTURB - ACCESS ONLY

RR BC CC

ITEM NO.DESCRIPTION OWNER DISPOSITION

ITEM NO. DESCRIPTION OWNER DISPOSITION

EXISTING WATER UTILITIES

ITEM NO. DESCRIPTION OWNER

RM BO CC TO BE REMOVED BY OWNER CONCURRENT WITH CONSTRUCTION

EXISTING ELECTRIC UTILITIES - POWER LINES

ITEM NO.DESCRIPTION OWNER

EXISTING ELECTRIC UTILITIES - POWER POLES

SHEET NO.

EXISTING GAS UTILITIES

SHEET NO.

TO BE REMOVED AND REPLACED BY CONTRACTOR CONCURRENT WITH CONSTRUCTION

TO BE REMOVED AND REPLACED BY OWNER CONCURRENT WITH CONSTRUCTIONRR BO CC

POWER LINE ENTERGY

DISPOSITION

POWER POLE

ENTERGY

PP-10

PP-11

POWER POLE

ENTERGY

SHEET NO. DISPOSITION

WL-1

WL-2

C-101

PP-12

PP-13

PP-14

POWER POLE

ENTERGY

RM BC CC TO BE REMOVED BY CONTRACTOR CONCURRENT WITH CONSTRUCTION

POWER LINE ENTERGY

POWER LINE

ITEM NO. DESCRIPTION OWNER DISPOSITIONSHEET NO.

F-1

F-2

F-3

F-4

F-5

SECURITY

CHAIN LINK

PP-15 POWER POLE ENTERGY

DND

POWER LINE

E10

POWER LINE

POWER LINEE15

E11

E12

E13

E14

POWER LINEE16

PP-1

PP-2

PP-3

PP-4

PP-5

PP-6

PP-7

PP-8

PP-9

PP-16

PP-17

POWER POLE

ENTERGY

PP-18

PP-19

PP-20

POWER POLE

ENTERGY

PP-21 POWER POLE ENTERGY

PP-22

PP-23

POWER POLE

ENTERGY

PP-24

PP-25

PP-26

POWER POLE

ENTERGY

DND

WM1

WM3

WM5

WM2

WM4

WM6

WM7

WATER METER

PLAQUEMINES PARISH

SECURITY

CHAIN LINK

PLAQUEMINES PARISH

SECURITY

CHAIN LINK

PLAQUEMINES PARISH

SECURITY

CHAIN LINK

SECURITY

CHAIN LINK

PLAQUEMINES PARISH

ITEM NO. DESCRIPTION OWNER DISPOSITIONSHEET NO.

PLAQUEMINES PARISH

EXISTING STRUCTURES

STRUC 1

DOCK 1

DOCK 2

DOCK 3

DOCK 4

MAINTENANCE BLDG

PLAQUEMINES PARISH

DND

SEVERN TRENT

SEVERN TRENT DND

ITEM NO. DESCRIPTION OWNER DISPOSITIONSHEET NO.

DNDSEVERN TRENTSEWER LINE

EXISTING SEWAGE UTILITIES

DND

ENTERGY

ENTERGY DND

ENTERGY

ENTERGY DND

DND

RM BO CC

RM BC CC

RR BC CC

PRIVATE DOCK

G1 C-100 RL BO CCGULF SOUTH

G2 C-100 GULF SOUTH RL BO CC

DND

PP-31 POWER POLE ENTERGY

PP-32 POWER POLE ENTERGY

PP-33 POWER POLE ENTERGY

PP-34 POWER POLE ENTERGY

PP-35 POWER POLE ENTERGY

PP-36 POWER POLE ENTERGY

PP-37 POWER POLE ENTERGY

PP-38 POWER POLE ENTERGY

PP-39 POWER POLE ENTERGY

PP-40 POWER POLE ENTERGY

DND

SL1

RR BC CC

DND

POWER LINEE17 ENTERGY DND

POWER LINEE18 ENTERGY DND

C-102

C-101

PP-41 POWER POLE ENTERGYC-100 DND

PP-42 POWER POLE ENTERGY DND

PP-43 POWER POLE ENTERGY DND

20" DIA. GAS PIPE LINE

8" DIA. GAS PIPE LINE

RR BC CC

PP-27 LIGHT POLE RM BC CC

C-102

C-101

C-100

C-102

C-101

C-102

C-101

C-102

C-101

PRIVATE LAND OWNER

C-102

C-101

C-001/C-101

C-101

P.S. #1

P.S. #2

PLAQUEMINES PARISH

EXISTING GATE & FENCING

SG1 PLAQUEMINES PARISHC-100

SG2 PLAQUEMINES PARISHC-100

DND-AO

SWING GATES

EXIST METAL

DOUBLE SWING GATES

SECURITY WITH

EXIST CHAIN LINK

C-101 DND

C-101

WL-3 DND

METER

WATER LINE WITH C-101 PRIVATE

DP-1

DP-2

DP-3

EC-1

CONTAINERS

(4) CONNEX STORAGE

PLAQUEMINES PARISH

BF-1 PLAQUEMINES PARISH

FT-1 C-101 PLAQUEMINES PARISH

SINGLE WALL FUEL TANK

EXISTING 540 GALLON

DP-3 C-101 DND

PLAQUEMINES PARISH

DP-4 C-101 PLAQUEMINES PARISH DND

DP-5 C-101 PLAQUEMINES PARISH DND

DP-6 C-101 PLAQUEMINES PARISH DND

DP-7 C-101 DND

DP-8 C-101 DND

DP-9 C-101 DND

CM-1 C-101 DNDPLAQUEMINES PARISH

PRIVATE LAND OWNER

C-102SP

SIPHON PIPES

UNDERGROUND

(8) EXIST 72" DIA.

RR BC CC

OF NATURAL RESOURCES

LOUISIANA DEPARTMENT

PARISH

PLAQUEMINES

C-102

C-101 &

C-102

C-101 &

C-102

C-100, C-101, &

C-102

C-100, C-101, &

C-101

C-001 &

C-101

C-001 &

& C-102

C-100, C-101, C-102

C-101 &

C-102

C-101 &

FENCE WITH WOOD POSTS

EXISTING BARB WIRE

C-102

C-101 &

RM BC CC

RL BC CC

RM BO CC

RL BC CC

(SEE NOTE 3)

RL BC CC

(SEE NOTE 3)

ITEM NO. DESCRIPTION OWNER DISPOSITIONSHEET NO.

DND

EXISTING DREDGE UTILITIES

C-103

UNKNOWN

PIPELINE

4" DIA. UNKNOWN C-100

PP-44 POWER POLE ENTERGY DNDC-100

(SEE NOTE 3)

APART OF SEPERATE PROJECT NOV-6B.4.

TO AWARE THE CONTRACTOR OF IT'S PRESENCE. THIS RELOCATION OF THIS UTILITY IS

IS DO NOT DISTURB. THIS PIPELINE IS OUTSIDE THE LIMITS OF CONSTRUCTION, BUT IT SHOWN

4. THE 4 INCH EXISTING STEEL UNKNOWN PIPELINE (ASSUMED TO BE WATER & ABANDONED)

WEST POINTE A LA HACHE PUMP STATION STRUCTURES.

3. REFER TO PLAN SHEET C-001 FOR DISPOSITION REQUIREMENTS FOR THE EXISTING

BIDDING FOR THIS PROJECT.

HIMSELF/HERSELF OF THE EXISTING SITE CONDITIONS PRIOR TO

2. THE CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM

PARTNERS.

1. THE GULF SOUTH DESIGNATION IS A SYNONYM WITH BOARDWALK PIPELINE

NOTES:

CONCRETE PIPE

EXISTING 36" DIA.

CONCRETE PIPE

EXISTING 50" DIA.

CONCRETE PIPE

EXISTING 20" DIA.

PLASTIC PIPE

EXISTING 24" DIA.

PLASTIC PIPE

EXISTING 24" DIA.

PLASTIC PIPE

EXISTING 30" DIA.

CONCRETE PIPE

EXISTING 20" DIA.

PLASTIC PIPE

EXISTING 24" DIA.

PLASTIC PIPE

EXISTING 24" DIA.

(ELECTRIC PUMP HOUSE)

LA HACHE PUMP STATION

EXISITING WEST POINTE A

(DIESEL PUMP HOUSE)

LA HACHE PUMP STATION

EXISITING WEST POINTE A

CONCRETE MANHOLE

EXIST UNDERGROUND

CONCRETE PIPE

EXISTING 30" DIA.

File details come from the government source that posted it. Updated Nov 14, 2017.