AM0007_Solicitation_W912P820B0043.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

Reference Solicitation No. W912P8B0043, for New Orleans to Venice, Louisiana, NOV-NF-W-05a.2, Myrtle Grove to Woodpark Levee, Plaquemines Parish, Louisiana, is amended as follow s:

SEE CONTINUATION PAGE FOR SUMMARY OF CHANGES.

1. CONTRACT ID CODE PAGE OF PAGES

1 37

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

16C. DATE SIGNED

BY 24-Jul-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 W912P820B0043

X 9B. DATED (SEE ITEM 11)

03-Jun-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 X 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

24-Jul-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:

W912P820B0043-AM0007

W912P820B0043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

SOLICITATION W912P820B0043, AMENDMENT 0007 ISSUED 24 JULY 2020.

BID OPENING DATE IS HEREBY ESTABLISHED AS 06 AUGUST 2020 AT 02:00 PM CENTRAL.

AMENDMENT 0004 HAS BEEN SKIPPED.

AMENDMENT 0005 WAS INCORRECTLY LISTED AS AMENDMENT 0004 AND HAS SINCE BEEN

CORRECTED, AND AM0004 HAS BEEN REMOVED, FROM BETA.SAM.GOV.

THE FOLLOWING AMENDMENTS HAVE BEEN ISSUED: 0001, 0002, 0003, 0005, AND 0006.

EFFECTIVE WITH AMENDMENT 0007, THE SPECIFICATIONS, DRAWINGS, AND BID SCHEDULE

HAVE BEEN REVISED AND REPLACED.

PLEASE SEE THE ATTACHED REVISIONS.

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time 06-Aug-2020 02:00 PM has been added.

CLIN 0005

This CLIN has been renumbered to CLIN 0022.

The CLIN description has changed from Construction Dewatering to Surfacing, Temporary Roads.

The pricing detail quantity has increased by 1,219.00 from 1.00 to 1,220.00.

The unit of issue has changed from Job to Cubic Yard.

CLIN 0006

This CLIN has been renumbered to CLIN 0005.

CLIN 0007

This CLIN has been renumbered to CLIN 0006.

CLIN 0008

This CLIN has been renumbered to CLIN 0023.

The CLIN description has changed from Preload Excavation to High Strength Geotexile - 420 lb/in.

The pricing detail quantity has increased by 12,399.00 from 1.00 to 12,400.00.

The unit of issue has changed from Job to Square Yard.

CLIN 0009

This CLIN has been renumbered to CLIN 0007.

The pricing detail quantity has increased by 30.00 from 300.00 to 330.00.

CLIN 0010

This CLIN has been renumbered to CLIN 0008.

CLIN 0011

This CLIN has been renumbered to CLIN 0009.

CLIN 0012

This CLIN has been renumbered to CLIN 0024.

The CLIN description has changed from Reinforcement Geotextile to High Strength Geotextile - 1,420 lb/in.

The pricing detail quantity has decreased by 32,050.00 from 63,100.00 to 31,050.00.

CLIN 0013

This CLIN has been renumbered to CLIN 0010.

SUBCLIN 0013AA

This SUBCLIN has been renumbered to SUBCLIN 0010AA.

SUBCLIN 0013AB

This SUBCLIN has been renumbered to SUBCLIN 0010AB.

CLIN 0014

This CLIN has been renumbered to CLIN 0011.

CLIN 0015

This CLIN has been renumbered to CLIN 0012.

CLIN 0016

This CLIN has been renumbered to CLIN 0013.

CLIN 0017

This CLIN has been renumbered to CLIN 0014.

CLIN 0018

This CLIN has been renumbered to CLIN 0015.

CLIN 0019

This CLIN has been renumbered to CLIN 0016.

SUBCLIN 0019AA

This SUBCLIN has been renumbered to SUBCLIN 0016AA.

SUBCLIN 0019AB

This SUBCLIN has been renumbered to SUBCLIN 0016AB.

CLIN 0020

This CLIN has been renumbered to CLIN 0017.

CLIN 0021

This CLIN has been renumbered to CLIN 0018.

The pricing detail quantity has increased by 350.00 from 1,420.00 to 1,770.00.

CLIN 0022

This CLIN has been renumbered to CLIN 0019.

CLIN 0023

This CLIN has been renumbered to CLIN 0020.

The pricing detail quantity has increased by 50.00 from 70.00 to 120.00.

CLIN 0024

This CLIN has been renumbered to CLIN 0021.

The CLIN description has changed from Sand Clvert Base to Sand Culvert Base.

The pricing detail quantity has increased by 30.00 from 300.00 to 330.00.

CLIN 0025

This CLIN has been renumbered to CLIN 0026.

CLIN 0026

This CLIN has been renumbered to CLIN 0027.

CLIN 0027

This CLIN has been renumbered to CLIN 0028.

SUBCLIN 0027AA

This SUBCLIN has been renumbered to SUBCLIN 0028AA.

SUBCLIN 0027AB

This SUBCLIN has been renumbered to SUBCLIN 0028AB.

CLIN 0028

This CLIN has been renumbered to CLIN 0029.

CLIN 0029

This CLIN has been renumbered to CLIN 0030.

CLIN 0030

This CLIN has been renumbered to CLIN 0031.

CLIN 0031

This CLIN has been renumbered to CLIN 0032.

CLIN 0032

This CLIN has been renumbered to CLIN 0033.

CLIN 0033

This CLIN has been renumbered to CLIN 0034.

CLIN 0034

This CLIN has been renumbered to CLIN 0035.

CLIN 0035

This CLIN has been renumbered to CLIN 0036.

CLIN 0036

This CLIN has been renumbered to CLIN 0037.

CLIN 0037

This CLIN has been renumbered to CLIN 0038.

CLIN 0038

This CLIN has been renumbered to CLIN 0039.

CLIN 0039

This CLIN has been renumbered to CLIN 0040.

CLIN 0040

This CLIN has been renumbered to CLIN 0041.

CLIN 0041

This CLIN has been renumbered to CLIN 0042.

The CLIN description has changed from New Pumps at Lift Station No. 283 - OW-1 to Sewer Lift Station No. 283 - OW-1.

The pricing detail quantity has decreased by 1.00 from 2.00 to 1.00.

The unit of issue has changed from Each to Job.

CLIN 0042

This CLIN has been renumbered to CLIN 0043.

The CLIN description has changed from New Pumps at Lift Station No. 289 - OW-1 to Sewer Lift Station No. 289 - OW-1.

The pricing detail quantity has decreased by 1.00 from 2.00 to 1.00.

The unit of issue has changed from Each to Job.

CLIN 0043

This CLIN has been renumbered to CLIN 0044.

CLIN 0044

This CLIN has been renumbered to CLIN 0045.

CLIN 0045

This CLIN has been renumbered to CLIN 0046.

CLIN 0046

This CLIN has been renumbered to CLIN 0047.

CLIN 0047

This CLIN has been renumbered to CLIN 0072.

The CLIN description has changed from Chain Link Fence - OW-1 to Wood Fencing and Gate - OW-1.

The pricing detail quantity has decreased by 1,699.00 from 1,700.00 to 1.00.

The unit of issue has changed from Linear Foot to Job.

CLIN 0048

This CLIN has been renumbered to CLIN 0073.

The CLIN description has changed from Chain Link Fence Gates - OW-1 to High Strength Geotextile - 420 lb/in -.

The CLIN extended description has changed from:

To:

OW-1

The pricing detail quantity has increased by 27,038.00 from 2.00 to 27,040.00.

The unit of issue has changed from Each to Square Yard.

CLIN 0049

This CLIN has been renumbered to CLIN 0074.

The CLIN description has changed from Reinforcement Geotextile - OW-1 to High Strength Geotextile - 1,420 lb/in -.

The CLIN extended description has changed from:

To:

OW-1

The pricing detail quantity has decreased by 87,000.00 from 143,450.00 to 56,450.00.

CLIN 0050

This CLIN has been renumbered to CLIN 0048.

SUBCLIN 0050AA

This SUBCLIN has been renumbered to SUBCLIN 0048AA.

SUBCLIN 0050AB

This SUBCLIN has been renumbered to SUBCLIN 0048AB.

CLIN 0051

This CLIN has been renumbered to CLIN 0049.

CLIN 0052

This CLIN has been renumbered to CLIN 0050.

CLIN 0053

This CLIN has been renumbered to CLIN 0051.

CLIN 0054

This CLIN has been renumbered to CLIN 0052.

CLIN 0055

This CLIN has been renumbered to CLIN 0053.

SUBCLIN 0055AA

This SUBCLIN has been renumbered to SUBCLIN 0053AA.

SUBCLIN 0055AB

This SUBCLIN has been renumbered to SUBCLIN 0053AB.

CLIN 0056

This CLIN has been renumbered to CLIN 0054.

CLIN 0057

This CLIN has been renumbered to CLIN 0055.

CLIN 0058

This CLIN has been renumbered to CLIN 0056.

CLIN 0059

This CLIN has been renumbered to CLIN 0057.

CLIN 0060

This CLIN has been renumbered to CLIN 0058.

CLIN 0061

This CLIN has been renumbered to CLIN 0059.

CLIN 0062

This CLIN has been renumbered to CLIN 0060.

CLIN 0063

This CLIN has been renumbered to CLIN 0075.

The CLIN description has changed from Foundation Instrumentation - OW-1 to High Strength Geotextile

- 2,450 lb/in -.

The CLIN extended description has changed from:

To:

OW-1

The pricing detail quantity has increased by 85,999.00 from 1.00 to 86,000.00.

The unit of issue has changed from Job to Square Yard.

CLIN 0064

This CLIN has been renumbered to CLIN 0061.

The CLIN description has changed from Compacted Fill, Preload - OW-1 to Preloads - OW-1.

CLIN 0065

This CLIN has been renumbered to CLIN 0062.

CLIN 0066

This CLIN has been renumbered to CLIN 0063.

CLIN 0067

This CLIN has been renumbered to CLIN 0064.

CLIN 0068

This CLIN has been renumbered to CLIN 0065.

CLIN 0069

This CLIN has been renumbered to CLIN 0066.

CLIN 0070

This CLIN has been renumbered to CLIN 0067.

CLIN 0071

This CLIN has been renumbered to CLIN 0068.

CLIN 0072

This CLIN has been renumbered to CLIN 0069.

CLIN 0073

This CLIN has been renumbered to CLIN 0070.

CLIN 0074

This CLIN has been renumbered to CLIN 0071.

CLIN 0075

This CLIN has been renumbered to CLIN 0076.

The CLIN description has changed from Foundation Instrumentation - OW2 to Temporary By-Pass Ditches - OW-1.

CLIN 0076

This CLIN has been renumbered to CLIN 0077.

CLIN 0077

This CLIN has been renumbered to CLIN 0078.

CLIN 0078

This CLIN has been renumbered to CLIN 0079.

CLIN 0025 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0025 1 Job

Temporary By-Pass Ditches

FFP

FOB: Destination

PSC CD: Y1PZ

NET AMT

DELIVERIES AND PERFORMANCE

The following Delivery Schedule Item has been deleted from CLIN 0006:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0007:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

28,000 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0008:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0009:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

300 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0010 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1,700 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for SUBCLIN 0010AA has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

230,270 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule for SUBCLIN 0010AB has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

81,270 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0011:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0012:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

63,100 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0013 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

25 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule Item has been deleted from CLIN 0014:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

6,290 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0015:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

22,130 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0016 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

25 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for SUBCLIN 0016AA has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

7,500 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule for SUBCLIN 0016AB has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1,130 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0017:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

25 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0018:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

12 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0019 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

220 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule Item has been deleted from CLIN 0020:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

140 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0021:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1,420 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0022 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

220 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0023 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

70 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule for CLIN 0024 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

300 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0025 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0027 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0028 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule for SUBCLIN 0028AA has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

21,300 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for SUBCLIN 0028AB has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

4,270 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0031:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

59,000 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0032:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule Item has been deleted from CLIN 0033:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

7,600 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0034:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2,300 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0035:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1,300 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0036:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

3 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule Item has been deleted from CLIN 0037:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1,410 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0038:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0039:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0041:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule Item has been deleted from CLIN 0042:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0043:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2,400 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0044:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1,050 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule Item has been deleted from CLIN 0045:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule Item has been deleted from CLIN 0047:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1,700 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0048 has been deleted:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for SUBCLIN 0048AA has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

439,370 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for SUBCLIN 0048AB has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

155,070 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule Item has been deleted from CLIN 0049:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

143,450 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

39 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

39,320 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

39 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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CAGE

39 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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CAGE

20 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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CAGE

9,310 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

3,080 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

2,190 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

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7,590 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

900 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

6,130 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

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1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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1,130 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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172 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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1,410 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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CAGE

242,000 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

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DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

64 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

The following Delivery Schedule for CLIN 0079 has been added:

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64 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

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INSPECTION AND ACCEPTANCE

The following Acceptance/Inspection Schedule was added for CLIN 0025:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

TABLE OF CONTENTS

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 AM0007 REVISIONS 76 24-JUL-2020

(End of Summary of Changes)

The following items are applicable to this modification:

SECTION 00010

Pages 00010-3, 4, 5, 6, 7, and 8. Delete these pages in their entirety and substitute the attached revised pages 00010- 3, 4, 5, 6, 7, and 8 therefore.

SECTION 00700 CONTRACT CLAUSE INSERTS

Page 4, subparagraph 5(c). Delete this subparagraph in its entirety and substitute the following therefore:

“(c) Transportation Facilities. Vehicle/equipment access to the worksite shall be via Louisiana Highway 23 to and onto designated construction easement routes as indicated on the drawings.

The Contractor shall provide all traffic control in accordance with Section 01 55 26.00 12

TRAFFIC CONTROL AND COORDINATION.”

SECTION 01100

Pages 22, 23, 24, 25, and 26. Delete these pages in their entirety and substitute the attached revised pages 22, 23, 24, 25, and 26 therefore.

SUBMITTAL REGISTER

Delete the Submittal Register in its entirety and substitute the attached revised Submittal Register therefore.

SECTION 03 31 00.00 12

Page 14, paragraph 1.7.1. Change “4,000 @ 2 days” to “4,000 @ 28 days”.

SECTION 13 50 00.00 12

Delete this section in its entirety.

SECTION 22 13 29

Page 2, paragraph 1.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.1 MEASUREMENT AND PAYMENT

1.1.1 Lift Station No. 283

The removal of sanitary sewer pumps and associated tie-in work for Lift Station No. 283 will not be measured for payment. Payment will be made at the contract job price for "Sewer Lift Station No. 283

- OW-1", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment for the decommissioning and removal of Lift Station No. 283; as specified herein and as shown on the drawings.

1.1.1 Lift Station No. 289

The construction of Lift Station No. 289 will not be measured for payment. Payment will be made at the contract job price for "Sewer Lift Station No. 289 - OW-1", if Optional Work is exercised.

Payment will be made at the contract job price for "Sewer Lift Station No. 289 - OW-1", if Optional Work is exercised. Price and payment will constitute full compensation for furnishing all plant, labor, materials, and equipment for constructing, installing, maintaining, operating, commissioning, providing temporary service for all pipe, joints, specials and fittings, supports, electrical modifications, testing, and appurtenances; and all other work which may be necessary to accomplish the work as specified herein and as shown on the drawings..”

SECTION 31 05 19.04 12

Delete this section in its entirety and substitute the attached new Section 31 05 19.05 12 therefore.

SECTION 31 07 00

1. Page 6, paragraph 3.1. Delete this paragraph in its entirety and substitute the following therefore:

“3.1 VERTICAL WICK DRAIN INSTALLATION

Vertical wick drains shall be installed subsequent to the construction of the sand fill working pad with 3 ft. triangular spacing, as shown in the contract drawings. The wick drains should be laid out so as to minimize the number of drains that need to be moved, and the distance they need to be moved. The wick drains shall be placed down to EL -75 feet for the ramp preloads, to EL -110 at the west gate preload, and down to EL -115 feet at the east floodgate preload, as shown on the contract drawings.

Vertical wick drains must be installed according to manufacturer's specifications. The Contractor may use augering or other methods to loosen the working pad prior to installation of the vertical wick drains. Vertical wick drains shall be installed with approved equipment, which will cause minimum disturbance of the subsoil during installation.

The Contractor shall locate vertical wick drains in the field and mark such locations on the ground.

The location of the vertical wick drains shall not vary by more than 6 inches from the locations shown on the plans or as directed by the Contracting Officer. The vertical tolerance shall not be more than

0.25 inch per foot from vertical. Vertical wick drains shall be installed from the working surface to the depth shown in the plans or as designated by the Contracting Officer. Vertical wicks that are out of their proper locations, damaged in construction, or are improperly installed will be rejected. Rejected vertical wick may be removed or abandoned in place, at the Contractor's option. Replacement drains shall be located within 18 inches of the rejected drain. All rejected drains will be replaced at the Contractor's expense.

The Contracting Officer will provide the Contractor with a drawing showing the perimeter area of the wick drain installation. At least two weeks prior to installation of the wick drains, the Contractor shall submit to the Contracting Officer for review and approval, details of the sequence and method of installation. As a minimum, the submittal shall contain the following specific information:

a. Size, type weight, maximum pushing force and configuration of the installation rig.

b. Dimension and length of mandrel.

c. Details of wick drain anchorage.

d. Detailed description of proposed installation procedures.

e. Proposed method(s) for overcoming obstructions.

f. Proposed method(s) for splicing wick drains.”

2. Page 7, paragraph 3.1.2. Delete this paragraph in its entirety and substitute the following therefore: “3.1.2 Reserved”.

3. Page 9, paragraph 3.2. Delete this paragraph in its entirety and substitute the following therefore:

“3.2 VERTICAL WICK DRAIN REMOVAL

Vertical wick drains within the preload limits may remain in place after the preload period. The Contractor shall remove any wick drains at the direction of the COR.”

SECTION 31 11 00.00 12

Page 4, paragraph 3.2.4. Delete this paragraph in its entirety and substitute the following therefore:

“3.2.4 Miscellaneous Structure Foundations and Debris

The Contractor shall also remove all abandoned foundations, debris, and other materials which remain after buildings or other structures have been removed by others. This includes the boat shed, foundation piling, and gravel parking area. The piles may be left in place but must be cutoff 2-3 feet below the ground surface. Backfill and compact to the surrounding soil density. The Contractor shall submit the location coordinates of each pile and elevation at cutoff. Remove all gravel and crushed stone from the base of the boat shed and the surrounding area.”

SECTION 31 23 00.00 12

1. Page 4, paragraph 1.3.5. Delete this paragraph in its entirety and substitute the following therefore:

“1.3.5 Preload Excavation

No measurement will be made for preload excavation, the removal of preload sand base, or the removal of geotextile.”

2. Page 4. Add the following new paragraph as:

“1.3.7 Temporary By-Pass Ditches

No separate measurement will be made for excavating and backfilling materials to temporarily connect the new canal to existing drainage.”

3. Page 5, paragraph 1.4.5. Delete this paragraph in its entirety and substitute the following therefore:

“1.4.5 Preload Excavation

Payment for required preload excavation will be made at the contract job price for "Preload Excavation

- OW-1", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the work as specified herein and as shown on the drawings.”

4. Page 5. Add the following new paragraph as:

“1.4.7 Temporary By-Pass Ditches

Payment for temporary by-pass ditch excavation will be made at the applicable contract job price for "Temporary By-Pass Ditches" or "Temporary By-Pass Ditches - OW-1". Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the work including excavation and backfill as specified herein and as shown on the drawings.”

5. Page 7, paragraph 3.3.2. Delete this paragraph in its entirety and substitute the following new paragraph therefore:

“3.3.2 Temporary By-Pass Ditches

As part of the Base Work, the Contractor shall excavate a temporary ditch at approx. C/L station 76+50 to connect the new canal to the existing drainage for maintenance of flow until the Optional Work is awarded. If the Optional Work is awarded, the Contractor may also excavate temporary ditches between the new canal and the existing canals within the Myrtle Grove Subdivision to maintain drainage during construction, subject to approval by the Contracting Officer. These temporary ditches shall be backfilled in accordance with Section 31 24 00.00 12 "EMBANKMENT".”

SECTION 31 23 19.00 12

Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following new paragraph therefore:

“1.2 MEASUREMENT AND PAYMENT

No measurement will be made for dewatering. Payment for dewatering will be made at the contract job price for "Construction Dewatering - OW-1", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, material, and equipment; designing, furnishing, installing, maintaining, operating, flooding, rewatering, and removing the dewatering facilities; maintaining the dewatered area; and all work incidental thereto including construction of dikes, sumps, installation of wellpoints, jet eductors, wells, pumps, piezometers, removal of wellpoints, wells, and piezometers, plugging holes, maintaining protection dikes and closure dams, protection of slopes and all other work which may be necessary to accomplish the specified dewatering results. Fifty percent of the job price will be paid when installation of the dewatering system has been completed, tested, evaluated, and the piezometric level of the ground water has been lowered to the limits and elevations as specified. Forty percent of the job price will be prorated on the basis of the estimated number of months that dewatering system will be required and will be paid monthly. The remaining 10 percent of the job price will be paid when the dewatering system has required and cleanup has been completed.”

SECTION 31 24 00.00 12

1. Page 4, paragraph 1.3.1. Delete this paragraph including subparagraphs (1) and (2) in their entirety and substitute the following therefore:

“1.3.1 Embankment, Compacted and Uncompacted Fill

Compacted fill for embankments, roads and ramps, and uncompacted fill including canal clay backfill, including fill placed by reason of soft material in the foundation being forced outward from the section, will be measured for payment by the cubic yard, and quantities will be determined by the average end area method in both Phase I and Phase II. No measurement will be made for preload embankment.

Embankment quantities for payment will be determined by the Government. The basis for the measurement will be cross sections of the areas to be filled taken prior to clearing, grubbing, and vegetation removal operations and the theoretical design sections. In areas where uncompacted fill is utilized to fill the drainage canal the basis of measurement for uncompacted fill will be the cross sections taken by the Government after final grading of the uncompacted fill is performed. The basis of measurement for compacted fill in areas where uncompacted fill is placed will be the Government cross sections taken after final grading of the uncompacted fill and the theoretical design section.

Embankment not constructed to design grade and section, including allowable tolerance as indicated on the Contractor's compliance survey will not be accepted. There will be no measurement for tolerances.”

2. Page 5, paragraph 1.3.6. Delete this paragraph in its entirety and substitute the following therefore: “1.3.6 Reserved”.

3. Page 5, paragraph 1.3.7. Delete this paragraph in its entirety and substitute the following new paragraph therefore:

“1.3.7 Earthen Ramp Crossings

The access road construction including Audubon Road, Marina Road, Myrtle Grove Road, Wilkinson Access Road, at the shooting range access, and at the southernmost end of the job will be measured by the cubic yard.”

4. Page 6, paragraph 1.4.3. Delete this paragraph in its entirety and substitute the following therefore:

“1.4.3 Sand Fill

Payment for sand fill will be made at the applicable contract unit price per cubic yard for "Sand Canal Backfill", "Sand Culvert Base", or "Sand Culvert Base - OW-1", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to construct the sand base within the levee, including foundation preparation, material processing, testing, placing and compacting the material to design grade, and other incidental work required to complete the required sand fill operations.

5. Page 6, paragraph 1.4.5. Delete this paragraph in its entirety and substitute the following therefore: “1.4.5 Reserved”.

6. Page 6, paragraph 1.4.6. Delete this paragraph in its entirety and substitute the following therefore:

“1.4.6 Preload Embankment

Payment for preload embankment will be made at the contract job price for "Preloads - OW-1", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the work as specified including the sand base and geotextile fabric for the preloads. The geotextile material and installation shall be as specified in Section 31 05 19.05 12 “REINFORCEMENT GEOTEXILE”.”

7. Page 17, paragraph 3.2.1. In the 7th line from the bottom of this paragraph, change “Phase II” to “Phase I”.

8. Page 17, paragraph 3.2.2. Change the paragraph title to “Sand Fill”.

SECTION 31 41 16.00 12

1. Page 4. Add the following new paragraph as:

“1.4.4 Temporary Sheet Piling - Utility Pipe Transitions

No separate measurement will be made for the installation of temporary steel sheet piling for the utility pipe transitions.”

2. Page 4, paragraph 1.5.1. Change the paragraph title to “Sheet Piling – Flood Gates”.

3. Page 4. Add the following new paragraph as:

“1.5.2 Temporary Sheet Piling - Utility Pipe Transitions

“No separate payment will be made for temporary steel sheet piling for the utility pipe transitions. All costs in connection therewith shall be included in the applicable contract unit or job prices for the items to which the work is incidental.”

SECTION 32 15 00.01 12

1. Page 3. Add the following new paragraph as:

“1.3.3 Bedding Materials for Culverts

Bedding materials for new culvert installation as shown on the drawings, will be measured by the cubic yard satisfactorily placed. Measurement shall be as specified above.”

2. Page 3, paragraph 1.4.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.4.1 Temporary Surfacing

Payment for the surfacing materials required for the surfacing and maintenance of the temporary detour roads and access ramps, and all the costs associated therewith will be made at the applicable contract unit price per cubic yard for “Surfacing, Temporary Roads” or "Surfacing, Temporary Detour Roads - OW-1", if Option Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the specified work.

Temporary detour road surfacing includes subgrade preparation, and placing, spreading, and compacting the surfacing material.”

3. Page 3. Add the following new paragraph as:

“1.4.3 Bedding Materials for Culverts

Payment for bedding for the new culvert installation will be made at the contract unit price per cubic yard for "Bedding” or “Bedding – OW-1”, if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the work as specified, including subgrade preparation, maintenance, and placing, spreading, and compacting the material.”

4. Page 6. Add the following new paragraph as:

“3.2.5 Placement and Compaction of Bedding Material

The placement of surfacing required for the bedding for new culvert installation shall not commence until placement of the sand layer and separator geotextile fabric have been placed and finalized.

Compaction shall be performed hand tamping the bedding to have a smooth area and to also conform to the bottom of the new culvert. Any damage to the finished sand or fabric by the Contractor's construction operations shall be repaired by the Contractor at no expense to the Government.”

SECTION 32 31 13

Page 4, paragraphs 1.3.1 and 1.3.2. Delete these paragraphs in their entirety and substitute the following therefore:

“1.3.1 Chain Link Fence

Measurement for chain link fence will be made per linear foot satisfactorily installed. Payment for chain link fence will be made at the contract unit price per linear foot for "Chain Link Fence". Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the work specified in this section, including the installation, removal, and salvaging of the temporary chain link fence.

1.3.2 Chain Link Fence Gates

Measurement for chain link fence gates will be made per each gate satisfactorily installed. Payment for chain link fence gates will be made at the contract unit price per each for "Chain Link Fence Gates".

Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the work as specified, including installing the temporary and permanent chain link fence gates, and removing and salvaging the temporary gates upon completion of the work.”

NEW SECTION 32 31 15

Add the attached new Section 32 31 15.

SECTION 33 05 23.13

1. Page 3, paragraph 1.5.1. In the 2nd sentence, change “bid submission” to “submittals”.

2. Page 5, paragraph 3.1.6. Delete this paragraph in its entirety and substitute the following therefore:

“3.1.5 Guidance Systems

Walkover guidance systems or electric grid (tru-tracker) systems are acceptable for this project.”

SECTION 33 11 00

1. Page 16. Add the following new paragraph as:

“2.7 FLOWABLE FILL

Any lines abandoned in place shall be backfilled with flowable fill in accordance with the following requirements:”

*Mix designs shall yield 1 cy absolute volume.

**Mix designs shall produce a consistency that will result in a flowable self-leveling product at the time of placement.

***The requirements for percent air, compressive strength, and unit weight are for laboratory designs only and are not intended for jobsite acceptance requirements unless otherwise directed by the Contracting Officer. For early opening to traffic and expedited placement circumstances, the maximum or minimum required strength shall be attained in the desired time frame. “

2. Page 22, paragraph 3.4.

“3.4 CLEANUP

Upon completion of the installation of water lines and appurtenances, remove all debris and surplus materials resulting from the work. Abandoned lines shall be backfilled with flowable fill as specified in paragraph "FLOWABLE FILL".”

Material Excavatable Non-Excavatable Portland Cement 75-100 lb/cy 75-150 lb/cy Fly ash 0-150 lb/cy 150-600 lb/cy Water* -- -- Air** 10-35% 5-20%

Concrete Sand Proportioned to yield 1 cy

Proportioned to yield 1 cy

Unit Weight (wet)*** 90-110 lb/cf 100-125 lb/cf 28-day compressive strength maxium 100 psi minimum 125 psi

SECTION 33 42 13.01 09

1. Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following new paragraph therefore:

“1.2 MEASUREMENT AND PAYMENT

High Density Polyethylene (HDPE) pipe will be measured for payment by the linear foot satisfactorily installed. If Optional Work is exercised, payment will be made at the applicable contract unit price per linear foot for "8" HDPE Waterline (DR11)- OW-1", "2" HDPE Waterline (DR11) - OW-1", "8" HDPE Sewer Force Main (DR11) - OW-1", or "6" HDPE Sewer Force Main (DR11) - OW-1". Price and payment shall constitute full compensation for furnishing all plant, labor, and materials needed to complete the work as specified, including but not limited to parts such as coupling bands and gaskets, joints, specials and fittings, thrust blocks, ball valves, appurtenances, operations such as base preparation, laying and jointing the pipe, required testing, and all other work which may be necessary for the proper installation of the pipe. The work includes excavating, removing, and disposing of existing corrugated metal pipe as shown on the drawings.”

NEW SECTION 33 43 14.01 09

Add the attached new Section 33 43 14.01 09.

SECTION 35 31 20.10 12

Delete this section in its entirety.

DRAWINGS

1. SHEET IDENTIFICATION Nos. G-003, CS102, CS201, CS301, CS302, CS303, CS401, CS402, CS403, CS404, CS405, CS406, CS407, CS408, CS409, CS410, CS411, CS412, CS415, CS501, CS503, CS504, CS504A, CS505, CS-507, CT103, S-003, S-013, S014, and S-016. Delete these drawings in their entirety and substitute the attached revised drawing SHEET IDENTIFICATION Nos. G-003, CS102, CS201, CS301, CS302, CS303, CS401, CS402, CS403, CS404, CS405, CS406, CS407, CS408, CS409, CS410, CS411, CS412, CS415, CS501, CS503, CS504, CS505, CS-507, CT103, S-013, S014, and S-016 therefore.

2. Add the attached new drawings SHEET IDENTIFICATION Nos. CS504A and S-003.

00010-3 ED 18-083

SECTION 00010 – BIDDING SCHEDULE

New Orleans to Venice, LA NOV-NF-W-05a.2

Myrtle Grove to Woodpark Levee Plaquemines Parish, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit

Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002 Truck Wash-Down Rack 1 JOB

0003 Silt Fences

003AA First 13,630 LF 13,630 LF

003AB All over 13,630 LF 2,730 LF

0004 Traffic Control and Coordination 1 JOB

0005 Clearing and Grubbing (Phase I) 1 JOB

0006 Drainage Canal Excavation 28,000 CY

0007 Bedding 330 CY

0008 Chain Link Fence 1,700 LF

0009 Chain Link Fence Gates 2 EA

0010 Embankment, Compacted Fill (Phase 1)

0010AA First 230,270 CY 230,270 CY

0010AB All Over 230,270 CY 81,270 CY

0011 Uncompacted Clay Canal Backfill 6,290 CY

0012 Sand Canal Backfill 22,130 CY

0013 Seeding and Mulching (Phase I) 25 AC

0014++ Lime Soil Amendment 25 TON

0015++ Sulfur Soil Amendment 12 TON

0016 Fertilizer

0016AA First 7,500 LBS 7,500 LBS

0016AB All Over 7,500 LBS 1,130 LBS

0017 Surfacing 140 CY

0018 Separator Geotextile 1,770 SY

00010-4 ED 18-083

0019 96” SRPE Pipeline 220 LF

0020 48” SRPE Pipeline 120 LF

0021 Sand Culvert Base 330 CY

002…