AM_0006_-_P994,_Truck_Fuel_Facilities_(26_May_17).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

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

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 W912HV-17-R-0003

X 9B. DATED (SEE ITEM 11)

31-Mar-2017

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, 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

26-May-2017

CODE

CONTRACTING DIVISION

USACE-JAPAN DISTRICT

RM 147, BLDG. 250

CAMP ZAMA

ZAMA-CITY, KANAGAWA 252-8511

JAPAN

W912HV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

X

Am-0006 Standard Form 30 IFB No. W912HV-17-R-0003 Page 2 of 2 Item 14 (Continued)

14. DESCRIPTION OF AMENDMENT (continued)

A. CHANGES TO DRAWINGS (ISSUED) – The amendment mark “(Am-0006)” is shown on each sheet of the amended drawing sheet(s).

(1) Revised Sheet(s) to Drawings. Attached hereto are the following revised sheets to the drawings. Revised sheets will replace like-numbered sheets in the subject solicitation drawings. Changes are indicated in revision clouds. All portions of the revised sheet(s) shall apply whether or not changes have been indicated.

DRAWING NO. REVISION DATE

FM-001 5/26/2017

B. The following page contains questions that were submitted by potential offerors. Answers provided to the respective questions do not amend the solicitation (specifications, drawings, etc.) unless revision to the specifications or drawings is specifically noted and incorporated into the solicitation. Please see attached list of questions.

C. The proposal due date and time remains unchanged.

AM-0006

RFI RFP / SOW

Location, P # ti titl / btitl

Question Answer

FM-403 & Government's Response for Question #63 in Amend 0005

We understand that the government requires outage of these facilities to be a minimum, however the work cannot be completed in one week. Please provide work descriptions and procedures which justify the work can be done in one week, otherwise we request the duration of the outage to be determined by discussions between the government and the contractor.

See revised drawing, FM-001 issued in this amendment.

FM-404 & Government's Response for Question #64 in Amend 0005

We understand that the government requires an outage of these facilities to be a minimum, however the work cannot be completed in three days. Please provide work descriptions and procedures which justify the work can be done in three days, otherwise we request the duration of the outage to be determined by discussions between the government and the contractor.

See revised drawing, FM-001 issued in this amendment.

FM-405 & Government's Response for Question #65 in Amend 0005

We understand that the government requires an outage of these facilities to be a minimum, however the work cannot be completed in one week. Please provide work descriptions and procedures which justify the work can be done in one week, otherwise we request the duration of the outage to be determined by discussions between the government and the contractor.

See revised drawing, FM-001 issued in this amendment.

AM-0006

33 08 53 3.2, FM-403 &

Government's Response for Question #67 in Amend 0005

Please confirm flushing scope of work for FM- 403 and Flow Diagram on FM-003 indicated on attachment 2. We understand spec 33 08 53 Para 3.2 "Samples of fuel shall be taken and tested by the designated government agency and shall be free of gross contamination, maximum of 8.0 mg/gallon solids and free water not to exceed 2 ml per quart." for flashing/cleaning scope of work, however "The offload and portable pantograph hydrant hose truck lines shall be flushed...." does not apply to the work indicated on the attachment. We will prepare detailed work plan, but lack of specific work description will be unfair to bidders.

Bid as advertised. Means and methods used to meet spec 33 08 53 Para 3.2 contract requirements shall be determined by the Contractor.

33 08 53 3.2, FM-404 &

Government's Response for Question #68 in Amend 0005

Please verify flushing scope of work for piping at pump house 1027 indicated on attachment 1, FM-004. We will prepare detailed work plan, but lack of specific work description will be unfair to bidders.

Bid as advertised. Means and methods used to meet spec 33 08 53 Para 3.2 contract requirements shall be determined by the Contractor.

1. IN GENERAL, DRAWINGS ARE DIAGRAMMATIC IN NATURE. NOT ALL

COMPONENTS ARE SHOWN IN ALL VIEWS. THE CONTRACTOR SHALL MAKE

USE OF THE ENTIRE SET OF DRAWINGS AND REQUIREMENTS IN

SPECIFICATIONS IN ORDER TO INCLUDE ALL COMPONENTS NECESSARY TO

CONSTRUCT A FULLY OPERATIONAL FUELING SYSTEM.

2. WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER

SCALED DIMENSIONS. DRAWINGS WITHOUT A SCALE BAR ARE NOT TO SCALE.

3. THE CONTRACTOR AND SUB CONTRACTORS SHALL COORDINATE ALL WORK

WITH ALL OTHER TRADES BEFORE ANY INSTALLATION IS MADE.

4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S APPROVED PUBLISHED LITERATURE.

5. INSTALLATION OF EQUIPMENT SHALL PERMIT ACCESSIBILITY FOR SERVICE

AND/OR REPLACEMENT.

6. ALL UNITS ARE MILLIMETERS UNLESS OTHERWISE NOTED, ALL PIPE SIZES

ARE DIAMETER NOMINAL (DN).

A

PIPE SUPPORT LOCATION

DIFFERENTIAL PRESSURE GAUGE

TURBINE FLOW METER

S SOLENOID

CONNECT TO EXISTING

FUELING HOSE

SWIVEL JOINT

BALL JOINT

AUTOMATIC TANK GAUGE

90 DEG ELBOW DOWN

OR MANUAL AIR VENT

LOW POINT DRAIN

BASKET STRAINER

PRESSURE GAUGE

LINE SIZE REDUCER

BALL CHECK RELIEF

RELIEF VALVE SETTING

BALL VALVE, FULL PORT

PLUG VALVE, DOUBLE BLOCK AND BLEED

OR

IF

INSULATING FLANGE

SAMPLE CONNECTION

RELIEF VALVE

SIGHT FLOW INDICATOR

BLIND FLANGE

FLEXIBLE CONNECTION

QUICK CONNECTOR

CAP

ABOVEGROUND PIPE

UNDERGROUND PIPE

FLOW SWITCH

BUTTERFLY VALVE

WYE STRAINER

CONTROL VALVE

CHECK VALVE

BALL VALVE

GALV

GA

FP

FCV

FSR

FTG

FSCV

FOB

FS

FOT

FFE

EX

IF

LSHH

LSL

LSH

LPD

MFR

MAX

MIN

MAV

NO

NC

ID

HP

LI

AT@

ANCHOR BOLTAB

AAV

AFF

OAE

AND

ABOVE FINISHED FLOOR

AUTOMATIC AIR VENT

OFFLOAD AIR ELIMINATOR

ALUMINUM

ABOVEGROUND

A/C

ALUM

A/G

API

ASTM

AWS

AWG

ATG

AMERICAN WELDING STANDARDS

ABOVE CEILING

AUTOMATIC TANK GAUGING

AMERICAN WIRE GAUGE

AMERICAN PETROLEUM INSTITUTE

BPCV

CENTER LINE

CLEAR

CONCRETE

CLR

CFM

CL

CONC

CUBIC FEET PER MINUTE

BACK PRESSURE CONTROL VALVE

AMERICAN STANDARDS FOR TESTING AND MATERIALS

CONTINUATIONCONT

CV

DEGREE

DOUBLE

DIAMETER

DEG

DBL

DIA

CONTROL VALVE

DRAWING

DIAMETER NOMINAL

DWG

DN

EACH

EACH FACE

ECCENTRIC

EA

EF

ECC

ELBOW

ELEVATION

EL

ELEV

CONNECTIONCONN

OCV

OPERATIONS

OD

OPS

OP

OV

OSHA

OFFLOADING CONTROL VALVE

OUTER DIAMETER

OVERFLOW VALVE

PUMP CONTROL PANEL

OFFLOADING PUMP

PD

PDM

PRESSURE

PDMO

POL

PRESS

POSITIVE DISPLACEMENT METER OFFLOADING

PETROLEUM OIL LUBRICANT

POSITIVE DISPLACEMENT METER

PRESSURE DROP

REINFORCE

RADIUS

REDUCER

PRT

RAD

REINF

RED

REQUIRED

RAISED FACE

SCHEDULE

REQ'D

RF

SCH

RPM REVOLUTIONS PER MINUTE

PRODUCT RECOVERY TANK

PUMP DISCHARGE CONTROL VALVEPDCV

PCP

STANDARD

STEEL

SS

STD

STL

STAINLESS STEEL

TYPICAL

WITH

VACUUM

VALVE

U/G

TYP

W/

VAC

V

WEIGHTWT

UNDERGROUND

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

O/C ON CENTER

NATIONAL PIPE THREADNPT

NTS NOT TO SCALE

GALVANIZED

GAUGE

FLAT ON BOTTOM

FILTER SEPARATOR CONTROL VALVE

FILTER SEPARATOR RECEIPT

FLOW CONTROL VALVE

FUEL PUMP

FOOTING

FLOW SWITCH

FINISH FLOOR ELEVATION

FLAT ON TOP

EXISTING

LEVEL SWITCH LOW

LEVEL SWITCH HIGH

LEVEL SWITCH HIGH HIGH

INSULATING FLANGE

MANUFACTURER

MAXIMUM

MINIMUM

MANUAL AIR VENT

LOW POINT DRAIN

LEVEL INDICATOR

NORMALLY OPEN

NORMALLY CLOSED

NET POSITIVE SUCTION HEAD AVAILABLE

INSIDE DIAMETER

HYDRANT PIT

POSITION SWITCH

UNION

DOUBLE WALLDW

LEGENDABBREVIATIONS

1. THE FUEL SYSTEM SCOPE FOR THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO, THE

FOLLOWING SYSTEMS AND ASSOCIATED COMPONENTS:

- DEMOLITION OF EXISTING FILLSTANDS AND PIPING LOCATED AT THE TRUCK OFFLOAD AREA, FACILITY NO.'S M1-35 & 2115

-DEMOLITION OF EXISTING UNDERGROUND DRAIN TANK 26160601, ASSOCIATED PUMPS AND

PIPING AT BUILDING 2616

- INSTALLATION OF FOUR NEW OFFLOAD SKIDS & OFFLOAD PIPING TO HEADER AT TRUCK

OFFLOAD AREA

- INSTALLATION OF TWO NEW TRUCK FILLSTANDS WITH ONE RETURN TO BULK CONNECTION

AT TRUCK FILLSTAND AREA

- MODIFICATION OF VALVE PIT 'B' PIPING IN HYDRANT SYSTEM MC909-T AT TRUCK FILLSTAND

AREA

- INSTALL CROSSOVER VALVE IN PUMPHOUSE 1027

- INSTALL JUMPER NEXT TO PUMPHOUSE 2614

- INSTALL JUMPER AT PUMP SHED 2125

GENERAL NOTES (APPLIES TO ALL FUELING WORK):

SCOPE:

CS CARBON STEEL

BARRELBBL

PIPE SUPPORTPS

SS

SURGE SUPPRESSOR

PUMP

M

POSITIVE DISPLACEMENT METER

S

BASKET STRAINER w/ DIFFERENTIAL PRESSURE GAUGE

PLUG VALVE, FULL PORT

FTP FUEL TRANSFER PUMP

FSI FILTER SEPARATOR ISSUE

THICKTHK

PRP PRODUCT RECOVERY PUMP

CONTROL VALVE - CHECK

GLOBE VALVE

LSLL LEVEL SWITCH LOW LOW

SINGLE POINT RECEPTACLESPR

PRESSURE/VACUUM VENT

LEVEL INDICATOR

IVP ISOLATION VALVE PIT

TEST CONNECTION

TC TEST CONNECTION

HLCV HIGH LEVEL CONTROL VALVE

PRESSURE SENSOR

NPSHA

S

ATG

DP

M

LI

HLA HIGH LEVEL ALARM

HHLA HIGH HIGH LEVEL ALARM

LLLA

LLA LOW LEVEL ALARM

LOW LOW LEVEL ALARM

kPa KILOPASCAL kW KILOWATT

LPS LITERS PER SECOND

SUMP PUMPSP

HPV HIGH POINT VENT

JP JOCKEY PUMP

SHEET

IDENTIFICATION

W F

D

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

C T

N

O

P L O

T

S

C A

L E

S U

B M

I T

T E

D

B

Y

F I L E

A M

E

S I Z

E

US Army Corps of Engineers

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

C H

R I S

P

T

T E

R S

O N

SHEET

U S

A

R M

Y

C

O R

O

F

E

N G

I N

E E

R S

J A

P A

N

E

N G

I N

E E

R

D

I S

T R

I C

T

A P

O

A

P

D R

A W

I N

G

C

O D

E

Japan Engineer District

S U

B M

I T

T A

L

D

A T

E

P L O

T

D

A T

E

F

I S

O

A

SHEETSHEET OF 93

100% DESIGN

F Y

P

R O

J E o

D

E S

C

C O

N S

T R

U C

T

T

R U

K

U E

L

O

F F

L O

A D

A N

D

L O

D

C

I L I T

I E

S

M C

I W

A K

U N

I

J A

P A

N

F I

T

H

M

U

S A

C E

O m a h a

D i s t r i c t

I w a k u n i

O f f l o a d D

R A

W I N

G S

F

M d w g

O

T T

B

Y

T h u r s d a y

A p r i l

P

M

GATE VALVE

F U

E L I N

G

G

E N

E R

A L

N

O T

E S

FM-001

F M d w g

C F

G T

H S

C F

G kW

LPS

RPM

MOTOR DATA

V/PH/HZ

OF FLUIDFLUID

m

OF

FLUID

NPSHA

m

LOCATIONTYPE OF PUMP

PUMP SCHEDULE

DESIGNATION

GRAVITY

SPECIFIC

OP-3

OP-4

IN-LINE CENTRIFUGAL TRUCK OFFLOADING JP-5 38

IN-LINE CENTRIFUGAL TRUCK OFFLOADING JP-5 38

0.81

0.81

78.5 9 35 440/3/60 3600

360078.5 9 35

OP-5 IN-LINE CENTRIFUGAL TRUCK OFFLOADING JP-5 380.81 360078.5 9 35

OP-6 IN-LINE CENTRIFUGAL TRUCK OFFLOADING JP-5 380.81 360078.5 9 35

TLCV TRUCK LOADING CONTROL VALVE

440/3/60

440/3/60

440/3/60

LPSFLUIDLOCATIONTYPE OF TANK

TANK SCHEDULE

DESIGNATION

GRAVITY

SPECIFIC

OAE-3

OAE-4

ASME BPVC SEC VIII D2 TRUCK OFFLOADING JP-5 38

ASME BPVC SEC VIII D2 TRUCK OFFLOADING JP-5 38

0.81

0.81

OAE-5 ASME BPVC SEC VIII D2 TRUCK OFFLOADING JP-5 380.81

OAE-6 ASME BPVC SEC VIII D2 TRUCK OFFLOADING JP-5 380.81

(LITERS)

CAPACITY

CON CONCENTRIC

PANTOGRAPH

2-8-2017

1. PROJECT SHALL BE CONDUCTED IN TWO PHASES.

2. PHASE 1 SHALL INCLUDE CONSTRUCTION OF THE TWO TRUCK FILLSTAND

POSITIONS.

3. PHASE 1 SHALL ALSO INCLUDE THE CONSTRUCTION OF THE CANOPY OVER

THE FILLSTAND POSITIONS.

4. ALL ELEMENTS OF PHASE 1 SHALL BE COMPLETED AND SHALL BE ACCEPTED

BY THE GOVERNMENT BEFORE ACTIVITIES IN PHASE 2 ARE STARTED.

5. PHASE 2 SHALL INCLUDE THE CONSTRUCTION OF THE FOUR OFFLOAD

POSITIONS, THE CROSSOVER VALVE IN PUMP HOUSE 1027, THE JUMPER

CONNECTION AT PUMP HOUSE 2614, THE JUMPER CONNECTION AT PUMP

SHED 2125. AND THE MODIFICATIONS TO THE FENCE AROUND THE POL

OPERATIONS BUILDING.

6. OFFLOAD POSITIONS 1 & 2 SHALL REMAIN OPERATIONAL DURING ALL PHASES

OF CONSTRUCTIO WITH THE EXCEPTION OF A MAXIMUM SHUTDOWN OF 2

(TWO) WEEKS TO INSTALL NEW PIPING AND TIE INTO THE EXISTING OFFLOAD

SYSTEM.

7. LOSS OF SERVICES TO FACILITIES 2614 & 2125 SHALL BE MINIMIZED WITH A

MAXIMUM ALLOWABLE DURATION OF 10 (TEN) DAYS.

8. LOSS OF SERVICES TO FACILITY 1027 SHALL BE MINIMIZED WITH A MAXIMUM

ALLOABLE DURATION OF 10 (TEN) DAYS.

9. LOSS OF SERVICES TO THE HYDRANT LOOP SERVICED BY PUMPHOUSE

SHALL BE MINIMIZED WITH A MAXIMUM ALLOWABLE DURATION OF 10

(TEN) DAYS.

10. PHASE 2 SHALL ALSO INCLUDE THE CONSTRUCTION OF THE CANOPY OVER

THE NEW BULK OFFLOADING EQUIPMENT ISLAND.

PROJECT PHASING

R E

V I S

H A

S I N

G

N

O T

E S

5/

6/

(AM-0006)

j2ee9cms Polygon

W912HV-17-R-0003 Am-0006 Drawings