A21 AMENDMENT 0008_02SEP2020_PORTFOLIO.pdf

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W912P8-20-R-0021 Project: Mutiple Award task Order Contract (MATOC)

Mississippi River and Tributaries Project (MR&T) Mississippi River Levees Multiple Parishes, Louisiana

Unit Estimated Item Description Quantity

0001 JOB 1

0002 Truck Wash Down Racks JOB 1

0003 Traffic Control and Coordination JOB 1

0004 Clearing and Grubbing AC 2.2

0005 Degrading Existing Levee CY 3500

0006 CY 6500

(doesn't include clearing and grubbing loss)

0007 EA 2

LF 152'

LF 118'

CY 500

CY 82

CY 5.2

CY 2.2

SY 25

0008 JOB 1

CY 477

CY 376

SY 4288

4" wearing Superpave (4"x10'x3859') 3" Base Course (3"x10'x3859') Geogrid (10'x3859')

JOB QTO PAGE 1 OF 1

Mobilization and Demobilization

Embankment, Compacted Fill

Temporary access road Ramp A Ramp B Compacted Fill 7" Surfacing

Asphalt Apron 6" Wearing Course (10'x 14') 3" Base Course (10'x12') Geogrid (10'x10')

4"Asphaltic Pavement

During the lifetime of this project, only one mobilization and demobilization will be required.

Traffic Control and Coordination shall be implemented in accordance with the plans andspecifications and LaDOTD

It is expressly understood that the accuracy of these estimates is in no wise warranted and that the furnishing of this information to a bidder will not relieve him/her of his/hers responsibility to estimate the quantities involved. It is further to be expressly understood in no case will such estimate be used as a basis of a claim against the Government.

sendout

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

NO PRICE REQUIREMENT

AMOUNT

NO PRICE

REQUIREMENT

0001 1 Job Base Period - MR Levee - MATOC

FFP

Base Period - Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) supporting the flood control through the Mississippi River (MR) Levee Construction Project in support of the U.S. Army Corps of Engineers, New Orleans District.

FOB: Destination

PSC CD: Y1QA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

AMOUNT

NO PRICE

0002 1 Job 2nd year - MR Levee - MATOC

FFP

2nd Period - Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) supporting the flood control through the Mississippi River (MR) Levee Construction Project in support of the U.S. Army Corps of Engineers, New Orleans District.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0003 1 Job

3rd year - MR Levee - MATOC

FFP

3rd year Period - Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) supporting the flood control through the Mississippi River (MR) Levee Construction Project in support of the U.S. Army Corps of Engineers, New Orleans District.

0004 1 Job

4th year - MR Levee - MATOC

4th year Period - Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) supporting the flood control through the Mississippi River (MR) Levee Construction Project in support of the U.S. Army Corps of Engineers, New Orleans District.

NO PRICE REQUIREMENT NO PRICE

0005 1 Job

5th year - MR Levee - MATOC

5th year Period - Indefinite Delivery, Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) supporting the flood control through the Mississippi River (MR) Levee Construction Project in support of the U.S. Army Corps of Engineers, New Orleans District.

0006 6 Months

OPTION OPTION TO EXTEND THE TERM OF THE CONTRAC

The purpose of Option CLIN 0006 is to provide the Government the option to extend the term of this contract by written notice to the Contractor within 7 days;

provided that the Government gives the Contractor a preliminary written notice of its intent to extend at least 30 days before the contract expires.

CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE

The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.

DRAWINGS

SHEET IDENTIFICATION Nos. G-03, C-01, and C-06. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos. G-03, C-01, and C-06 therefore.

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G-03

H -8 -4

G -0

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F

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B

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NEW ORLEANS DISTRICT

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IDENTIFICATION

SHEET

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US Army Corps

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97-41M

CB

INDEX OF DRAWINGSNO.

DESCRIPTION

MARKS

BENCH ELEVATION

COVER SHEETG-01

G-02

G-03

G-04 TABULATIONS

GENERAL CROSS-REFERENCING SYMBOLS

SECTION/DETAIL)

(CENTERED UNDER

ON SAME DRAWING

SECTION/DETAIL TITLE

SECTION/DETAIL)

ON ANOTHER DRAWING

SECTION/DETAIL TITLE

EACH VIEW)

VIEW SUBTITLE

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

99/999

DETAIL/SECTION

SCALE:

TOP FRONT SIDE

ELEVATION SECTION

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

SECTION CUT W/

ANOTHER DRAWING

DETAIL SYMBOL W/

SAME DRAWING

DETAIL SYMBOL W/

99/999

ABBREVIATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

GENERAL LEGEND

P.I. POINT

FIRE HYDRANT

MANHOLE

CATCHBASIN

FILL

CUT

SHEETPILE

LEVEE

EXISTING GAS

EXISTING FENCE

OVERHEAD P0WER

EXISTING

WATERMAIN

SANITARY SEWER

LINE (TELEPHONE)

EXISTING COMMUN.

CONSTRUCTION

LIMIT OF

PIPE

EXISTING CULVERT

POWER POLE

C-01

C-02

C-03

GENERAL SOIL BORING

BORING LOCATION

UNDISTURB

C/L

GENERAL NOTES:

LOCATION AND VICINITY MAPS

(B/L)

PROJECT BASELINE

EXIST

MAX

MIN

SST

TYP

MAXIMUM

MINIMUM

MISCELLANEOUS

STAINLESS STEEL

TYPICAL

UNLESS NOTED OTHERWISE

APPROXIMATE

BASELINE

FLOOD SIDE

VERTICAL

DIAMETER

L/S

FS&M

EXPANSION JOINT

STATION

DRAWINGDWG

HEIGHT

NUMBER

SPECIFICATIONS

APPROX

B/L

EL.

EX

DIA

EJ

FT

HT

MISC

MI

OC

NO

OS

SPEC

BOR

UNO

S/P

MISC

AZ AZIMUTH

F/S

LAND SIDE

FERTILIZE, SEED AND MULCH

ELEVATION

EXIST EXISTING

H HORIZONTAL

DIST DISTANCE

P.I.

STA

FEET

SHEET PILE

N.T.S. NOT TO SCALE

P/L PIPELIINE

R/W RIGHT OF WAY

MISCELLANEOUS

ALD

DOTD DEPT. OF TRANS. & DEVELOP.

(CPT)

CONE PENETROMETER

TABULATION OF BENCHMARK (VERTICAL CONTROL)

OFFSET

ON CENTER

"PRIMARY"

EL. 25.70'

B-01

B-04

H-01

CS-01 CROSS SECTIONS

SILT FENCE

EXISTING R/W

BENCHMARK

LIMIT OF CONSTRUCTIONL.O.C.

POINT OF INTERSECTION

C-05

B-02 SOIL BORING LOGS

B-03 SOIL BORING LOGS

TYPICAL DESIGN SECTION

BCITY

EL. 26.67'

LONG: 90° 09' 20.55''

LAT: 29° 56' 58.32''

Y = 529,055.78 X = 3,653,771.72

C-04

WEST JEFFERSON LEVEE DISTRICT

ALGIERS LEVEE DISTRICT

C-06

C-07

C-08

PLAN AND PROFILE, B/L STA. 481+50 TO B/L STA. 494+50

PLAN AND PROFILE, B/L STA. 494+50 TO B/L STA. 507+00

PLAN AND PROFILE, B/L STA. 507+00 TO B/L STA. 520+00

PLAN AND PROFILE, B/L STA. 520+00 TO B/L STA. 524+70

MISCELLANEOUS DETAILS

INDEX OF DRAWINGS, BENCHMARKS, GENERAL NOTES AND LEGEND

STAGE HYDROGRAPH, CARROLLTON AT NEW ORLEANS, LA.

TEMPORARY WORK AREA EASEMENT, "STAGING AREA"

CONCRETE SLOPE PAVEMENTCSP

SOIL BORING LEGEND

SOIL BORING LOGS

CS-02 CROSS SECTIONS

CS-10 CROSS SECTIONS

CS-03 CROSS SECTIONS

CS-04 CROSS SECTIONS

CS-05 CROSS SECTIONS

CS-06 CROSS SECTIONS

CS-07 CROSS SECTIONS

CS-08 CROSS SECTIONS

CS-09 CROSS SECTIONS

C-09 TEMPORARY ACCESS RAMP DETAIL

CS-11

CS-12

CS-13

CS-14

TEMPORARY ACCESS RAMP (A), CROSS SECTIONS

TEMPORARY ACCESS RAMP (B), CROSS SECTIONS

AREA EASEMENT

TEMPORARY WORK

EL. 6.25'

LMS-115

09-185C-1

LONG: 90° 10' 31.88''

LAT: 29° 55' 56.12''

Y = 522,708.87 X = 3,647,560.65

LONG: 90° 10' 28.96''

LAT: 29° 55' 59.73''

Y = 523,075.96 X = 3,647,813.06

NORTHEAST OF A LEVEE RAMP. THE STAMPING ON THE MONUMENT IS UNREADABLE

ON TOP OF THE LEVEE, 13.3 FEET EAST OF A YIELD SIGN, 39.6 FEET SOUTH OF A CHAINLINK FENCE, AND 53.6 FEET

TURN RIGHT; TRAVEL 1.1 MILES TO THE STATION ON THE LEFT. THE STATION IS FOUND IN THE LIMESTONE ROAD

OF HWY 90 AND RIVER ROAD IN AVONDALE, LA, TRAVEL WEST ON RIVER ROAD FOR 0.5 MILES TO HWY 541 AND

OF WESTWEGO, LA, AND 1.8 MILES SOUTHEAST OF HARAHAN, LA. TO REACH THE STATION FROM THE INTERSECTION

THE STATION IS LOCATED IN JEFFERSON PARISH, 2.4 MILES NORTHEAST OF AVONDALE, LA, 2.7 MILES NORTHWEST

OF CENTERLINE OF WALKING PATH ON LEVEE CROWN.

ON HIGHWAY 541 (RIVER ROAD) AND FOLLOW 2.66 MILES TO STATION ON LEFT. STATION IS 9.3 FEET NORTHWEST

HIGHWAY 18. TURN LEFT ON HIGHWAY 18 AND CONTINUE ANOTHER 0.5 MILE TO HIGHWAY 541. TURN RIGHT

THE WESTBANK EXPRESSWAY AND U.S. HIGHWAY 90, PROCEED NORTHEAST ON HIGHWAY 90 0.5 MILE TO

THE STATION IS LOCATED NEAR NEW ORLEANS, LOUISIANA. TO REACH MONUMENT FROM THE INTERSECTION OF

CS-15 TEMPORARY ACCESS RAMP (B), CROSS SECTIONS

SHEET PILE DETAIL

U.S.A.C.E. UNTIED STATE ARMY CORPS OF ENGINEERS

COE CORPS OF ENGINEERS

MILE

88.3 FT EAST OF A POWER POLE

THE PROTECTED SIDE TOE OF THE LEVEE. MARK IS 8.0 FT NW OF THE NW EDGE OF RIVER RD, TURN RIGHT AND PROCEED NE FOR 0.22 MI (0.35 KLM) TO THE MARK ON THE LEFT NEAR

BRIDGE CITY RD FOR 0.73 MI (1.18 KLM) TO THE INTERSECTION OF BRIDGE CITY RD AND RIVER RD, TO REACH THE MARK FROM THE INTERSECTION OF BRIDGE CITY RD AND US HWY 90 PROCEED WEST ON

RD ROAD

BORING

W.J.L.D.

LSSRB

ROAD AND BRIDGES

SPECIFICATIONS FOR

LOUISIANA STANDARD

OVER TO THE NON FEDERAL SPONSOR.

THROUGHOUT THE LIMITS OF THE WORK UNTIL THE COMPLETED PROJECT IS TURNED

THE TURF MAINTENANCE OF THE ENTIRE LEVEE (FLOOD SIDE, LAND SIDE AND BERMS)

21. ONCE GIVEN THE NTP, CONTRACTOR SHALL BE RESPONSIBLE FOR

LAWS AND ORDINANCES INCLUSIVE OF POSTED WEIGHT LIMITS.

20. ALL CONTRACTOR HAULING OPERATIONS SHALL ABIDE BY FEDERAL, STATE AND LOCAL

DURING CONSTRUCTION.

19. CONTRACTOR SHALL KEEP ALL STATE AND FEDERAL HIGHWAYS CLEAN

TO END OF CONTRACT.

18. CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH WITHIN PROJECT LIMITS PRIOR

LISTED AS LT. (LEFT) OR RT. (RIGHT), UNLESS OTHERWISE NOTED.

17. OFFSETS REFLECT A PERPENDICULAR OFFSET (90 DEGREES) FROM THE B/L

BEEN PREVIOUSLY SET TO ESTABLISH THE PROJECT BASELINE.

ARE 1" PIPES AND 3 1/2" BRASS DISKS. THESE DISKS HAVE

16. ALL BRASS DISKS FOUND IN THE FIELD AND MARKED "COE"

AFFECT THE PERFORMANCE OF THE WORK.

AND INVESTIGATIONS AS NECESSARY TO DETERMINE CONDITIONS WHICH WILL

LOCATIONS. THE CONTRACTOR, AT HIS OWN EXPENSE, MAY MAKE ADDITIONAL SURVEYS

CONDITION OF THE MATERIALS WHICH WILL BE ENCOUNTERED BETWEEN THE BORING

15. THE CONTRACTOR SHALL MAKE HIS OWN INTERPRETATION OF THE CHARACTER AND

OSHA AND ENTERGY REQUIREMENTS, AND USACE SAFETY MANUAL "EM-385-1-1"

14. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH

CONSTRUCTION.

HERSELF RELATIVE TO THE EXISTING CONDITIONS PRIOR TO THE START OF

13. CONTRACTOR SHALL VISIT THE SITE OF WORK AND COMPLETELY INFORM HIMSELF /

MOIST TO PREVENT BLOWING.

WITHIN THE LEVEE RIGHT-OF-WAY. THE EMBANKMENT SHALL BE KEPT

UNNECESSARY DUST WHILE TRANSPORTING EARTHEN MATERIAL

12. DUST CONTROL - CONTRACTOR SHALL TAKE MEASURES TO PREVENT

WITH EFFICIENT PERFORMANCE OF THE WORK.

AND OPERATED IN A MANNER TO CAUSE THE LEAST NOISE, CONSISTENT

VEHICLES SHALL BE EQUIPPED WITH STANDARD SOUND MUFFLING DEVICES,

IN THE AREA DURING WORKING HOURS. ALL CONSTRUCTION MACHINERY &

UNNECESSARY NOISE APPROPRIATE FOR THE AMBIENT SOUND LEVELS

11. NOISE CONTROL - CONTRACTOR SHALL TAKE MEASURES TO AVOID

DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

UTILITIES IF DAMAGE OCCURS AS A RESULT OF THEIR NEGLEGENCE. THE

10. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING

A LIST OF ALL UTILITY CONTACTS.

PRIOR TO CONSTRUCTION. SEE SPECIFICATIONS FOR

THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING UTILITY LOCATIONS

ON INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. IT IS

ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE BASED, IN PART,

9. LOCATION OF EXISTING UTILITIES INDICATED ON THE PLAN SHEETS

ADJUSTED LEVELING (2004.65), UNLESS OTHERWISE STATED.

8. ALL ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO NAVD 88

ALL DIMENSIONS AND ELEVATIONS MARKED N.T.S. ARE "NOT TO SCALE".

7. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED.

DIMENSIONS IN THE FIELD.

APPROXIMATE READING. THE CONTRACTOR SHALL VERIFY ACTUAL

6. DIMENSIONS AND/OR ELEVATIONS MARKED PLUS OR MINUS (+/-) ARE

5. AERIAL PHOTOGRAPHY FLOWN IN 2016.

NAD 83, STATE PLANE, LA SOUTH, ZONE 1702, US FEET.

4. XY COORDINATES USED IN DRAWINGS REFER TO HORIZONTAL DATUM:

PROJECTION ARE PRESENT.

AMERICAN DATUM AND LAMBERT CONFORMAL CONIC

3. INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH

OTHERWISE NOTED.

2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT UNLESS

SURVEY SECTION (504) 862-1852.

POINTS ARE AVAILABLE FROM THE NEW ORLEANS DISTRICT

1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL

2004.65

(NAVD88)

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C-06

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EXISTING R/W

CONSTRUCTION

LIMIT OF

1V ON 3.5H

B/L

LEVEE

C/L NEW

FOR SEALANT INSTALLATION AND DRIVING PILES WITH THE PRODUCT.

4. THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS

THE TYPICAL DESIGN SECTION.

3. SEE PLAN AND PROFILE DWG FOR TRANSITIONS AT THE LIMITS OF

2. EXISTING LEVEE CROWN ASPHALT SURFACING SHALL BE REMOVED FROM SITE.

REMOVED FROM SITE.

1. EMBANKMENT EXCAVATED FROM THE EXISTING LEVEE SHALL BE

NOTES:

DISTANCE VARIES (SEE TABULATIONS DWG.)

LIMITS OF CLEARING

LIMITS OF FERTILIZING, SEEDING & MULCHING10'

5'

EL. 24.0'

NOT TO SCALE

TYPICAL DESIGN SECTION

(SEE MISC. DETAIL SHEET C-08)

SILT FENCE

TOE OF LEVEE

TIP, EL. -20.0

FLOOD SIDE

B/L STA. TOP OF SHEET PILE

483+70 TO 506+20

507+00 TO 522+10

24.0'

24.0'

-20.0'

-20.0'

BOTTOM OF SHEET PILE

(SEE MISCELLANEOUS DETAILS SHEET C-08)

LEVEE CROWN / BIKE PATH

5'

SEEDING AND MULCHING

LIMITS OF FERTILIZING,

TOP OF SHEET PILE, EL. 24.0'

DEGRADE (SEE NOTE 1).

EXISTING LEVEE, LIMIT OF

COMPACTED FILL

1V ON 2H

VARIES

TOP OF CSP

EL. VARIES,

(DO NOT DISTURB)

EXISTING CONCRETE SLOPE PAVEMENT TO REMAIN

AND DETAIL, SHEET C-07.)

(SEE SHEETPILE TABLE

44', PZ-22 SHEET PILE,

EL. 26.5'

TOP OF ASPHALT,

LAND SIDE

LIMIT OF MOWING OPERATIONS

40'

OPERATIONS

LIMIT OF MOWING

LIMIT OF MOWING OPERATIONS

(SEE NOTE 4).

(WWW.PILEPROGROUP.COM) OR APPROVED EQUAL.

BY THE PILE PRO GROUP (WWW.WADIT.COM) OR

INTERLOCKS WITH "WADIT" AS MANUFACTURED

THE CONTRACTOR SHALL SEAL ALL SHEET PILE

NEW ORLEANS DISTRICT

2 3

4 5

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IDENTIFICATION

SHEET

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US Army Corps

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MATOC Revised Sample DRAWINGS.pdf

Pages from MATOC Sample Project Changes.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

The purpose of Amendment 0008 is the follow ing:

1) To provide the Government Responses to Industry Questions. Please see the Continuation Page.

2) To provide Revised Job Quantity. Please see attachment.

3) To provide Revised Draw ings. Please see attachment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 02-Sep-2020

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 W912P820R0021

X 9B. DATED (SEE ITEM 11)

09-Jul-2020

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

02-Sep-2020

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P820R0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMEND. 0008 CONT. PAGE

02 SEP 2020 Government Responses to Industry Questions for the:

Mississippi River Levee Project Solicitation #: W912P8-20-R-0021 Amendment 0008

1) Industry Question: What do you fill out on the bid form? As the amendments should be sequential, do we just put the number and voided as the date?

Government Response: Please write Amendment 0005 in the Amendment Box, below it in the Date box, please write VOID.

2) Industry Question: The sample project that the offeror is required to price is from a solicitation that was issued in 2018. Prior to Government receiving bids in 2018, numerous questions were asked which resulted in many changes to both the drawings and specifications by amendment. Since the changes made are not currently included in the sample project, are we to ask the same questions again are can the Government make the necessary changes to the Drawings and specifications by amendment to the MATOC Solicitation?

Government Response: The specifications for the sample project have had the previous changes incorporated prior to solicitation and are considered biddable as is. There are 3 revised drawings that will be replaced by amendment.

3) Industry Question: Sample Project - Please provide estimated quantities for lump sum items for the sample project.

Government Response: Estimated quantities are attached.

4) Industry Question: Sample Project - Can the degraded material from the existing levee be used in the construction of the new levee?

Government Response: For the purposes the Sample Project, use of degraded material from the existing levee for construction of the new levee will not be considered. On task order specific projects, degraded material may be used only if the material meets the requirements in the Embankment specifications.

5) Industry Question: Sample Project - Are new American made sheet piles required for the sample project or can used sheets be considered?

W912P820R0021

Government Response:

As per the specifications, new sheet pile are required.

All sheet pile shall comply with the Buy American Act.

6) Industry Question: Specification section 00010 – Solicitation Contract Form. Please reference the attached forms to answer the following question as I believe your answer in Amendment 4 (Question 8) and Amendment 6 (Questions 4 and 6) reference the correlation between the SAMPLE PROJECT BID FORM and the solicitation BINDING PRICES BID FORM found on page 12 of 129.

7) Industry Question: There are 6 bid items for IDIQ however there are no descriptions of what needs to be supplied – Page 1 to Page 5. Please advise.

Government Response: there is no requirement for the 6 bid items on pages 3-5

8) Industry Question: There is no direct correlation between the attached forms and the binding prices bid schedule, nor there is a correlation between the attached forms and the bid schedule in the sample project. Please advise.

Government Response: there is no requirement for the 6 bid items on pages 3-5. The 6 bids items are not part of the bid schedule for either the sample project or the binding prices.

9) Industry Question: What do the NET AMOUNTS constitute? Example: Item 0001 on the attached forms – Is the NET AMOUNT the sum of all of the YEAR 1 pricing from the Binding Prices Form? Silt Fence Year 1 + Lime Year1 + Sulfur Year 1, etc….

Government Response: there is no requirement for the 6 bid items on pages 3-5.

10) Industry Question: Please explain Item 0006 OPTION TO EXTEND THE CONTRACT on the attached forms. What do you expect us to place at the AMOUNT and NET AMOUNT for this item? This CLIN is not quantifiable given the information in the solicitation. Please advise.

Government Response: there is no requirement for the 6 bid items on pages 3-5

11) Industry Question: 01100 – General Provisions Items 24 and 25 - Is any form of Railroad Insurance required to be submitted with this package?

Government Response: No, Railroad Insurance is not required to be submitted with this package. Railroad Insurance may be required for task order specific projects.

(End of Summary of Changes)