W912P821B0021-0003.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. W912P821B0021, for New Orleans to Venice, LA, NOV-NF-W-05a.1, First Lift Levee and Drainage Canal Relocation Project, La Reusitte to Myrtle Grove, Plaquemines Parish, Louisiana, is amended as follow s:

Please see continuation pages for changes

1. CONTRACT ID CODE PAGE OF PAGES

1 10

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

16C. DATE SIGNED

BY 21-Oct-2021

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 W912P821B0021

X 9B. DATED (SEE ITEM 11)

26-Aug-2021

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

21-Oct-2021

CODE

CONTRACTING DIV- CHIEF

7400 LEAKE AVENUE, ROOM 172

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:

W912P821B0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SUMMARY OF CHANGES_AMEND 0003

SPECIFICATIONS:

SECTION 00010

Page 00010-3 thru 7. Delete the Bidding Schedule in its entirety and substitute the attached revised Bidding Schedule, page 00010-3 thru 7.

SECTION 13 50 00.00 12

Page 10, paragraph 2.6 (c) FACTORY CALIBRATION. Delete subparagraph “(c) Factory calibrations of inclinometers…” in its entirety.

Page 15, paragraph 3.9.3 (a) Monitoring Frequencies. Delete subparagraph “(a) Monitoring during reload…” in its entirety and substitute the revised subparagraph (a) as follows:

“(a) Monitoring during preload embankment construction: After installation, monitoring of the instruments shall be performed once every day for settlement plates. Remote sensing data shall be monitored hourly for the duration of the preload.”

Page 16, paragraph 3.10 REMOVAL OF INSTRUMENTATION. Delete the last sentence, “Slope inclinometers shall…” in its entirety.

SECTION 31 23 16.16 12

Page 2, paragraph 1.2.1 Structural Excavation. Delete the 4th sentence “Payment will be made…” in its entirety and substitute the revised sentence as follows:

“Payment will be made at the applicable contract unit price cubic yard for "Excavation, Structural" or "Excavation, Structural – OW”, if Optional Work is exercised."

DRAWINGS:

SHEET IDENTIFICATION. Delete drawings C-23 and C-54 in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION No. C-23 and C-54.

SECTION 00010 - BIDDING SCHEDULE

New Orleans to Venice, LA, NOV-NF-W-05a.1, First Lift Levee and Drainage Canal Relocation Project, La Reusitte to Myrtle Grove, Plaquemines Parish, Louisiana

Item Description Estimated Quantity

Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

0002 Traffic Control and Coordination 1 JOB

0003 Silt Fence

0003AA First 2,300 LF 2,300 LF

0003AB All Over 2,300 LF 500 LF

0004 Truck Wash-Down Racks 1 JOB

0005 Reinforced Concrete Floodwall 1 JOB

0006 Sluice Gate Structure 1 JOB

0007 Steel Handrails 1 JOB

0008 Ladders 3 EA

0009 Foundation Instrumentation 1 JOB

0010 Separator Geotextile 58,900 SY

Reinforcement Geotextile, 1,000 lbs/in

75,600 SY

0012 Not used

0013 Clearing and Grubbing 1 JOB

0014 Drainage Canals 283,000 CY

0015 Degrading Existing Levees 79,500 CY

*0016 Excavation, Structural 5,050 CY

0017 Embankment, Compacted Fill 1,800,000 CY

0018 Embankment, Uncompacted Fill 51,000 CY

0019 Sand Fill 44,000 CY

0020 Vertical Wick Drains 1,744,200 LF

0021 Grouted Riprap 1,900 CY

0022 Piling, Steel Sheet, Type PZ-22 31,100 SF

0023 Piling, Steel Sheet, Type PZ-27 2,000 SF

0024 Piling, Steel Sheet, Type PZ-35 10,210 SF

0025 Compression Pile Tests

0025AA First 3 Compression Tests 3 EA

0025AB All Over 3 Compression Tests 3 EA

0026 Load Frame and Test Piles 1 JOB

0027 Furnish Steel Pipe Piles 57,600 LF

0028 Drive Steel Pipe Piles 57,600 LF

0029 Asphaltic Pavement 1 JOB

0030 Surfacing

0030AA First 14,300 CY 14,300 CY

0030AB All Over 14,300 CY 2,850 CY

0031 Seeding and Mulching 211 AC

0032 Fertilizer

0032AA First 63,300 LBS 63,300 LBS

0032AB All Over 63,300 LBS 9,500 LBS

0033++ Lime Soil Amendment 211 TON

0034++ Sulfur Soil Amendment 106 TON

0035 Utility Modifications 1 JOB

0036 Polypropylene Culverts 1,230 LF

0037 48 Inch RCP Culvert 2,552 LF

0038 60 Inch RCP Culvert 504 LF

0039 Sluice Gates 4 EA

0040 Portable Valve Actuator 1 EA

0041 Stone 4,245 TON

TOTAL BASE WORK: $

OPTIONAL WORK (OW)

0042 Temporary Retaining Structures-OW 1 JOB

0043 Reinforced Concrete Floodwall-OW 1 JOB

0044 Clearing and Grubbing-OW 1 JOB

0045 Embankment, Compacted Fill-OW 4,600 CY

0046 Grouted Riprap-OW 700 CY

0047 Piling, Steel Sheet, Type PZ-22-OW 10,500 SF

0048 Furnish Steel Pipe Piles-OW 19,000 LF

0049 Drive Steel Pipe Piles-OW 19,000 LF

0050 Seeding and Mulching-OW 0.6 AC

0051 Fertilizer-OW

0051AA First 180 LBS 180 LBS

0051AB All Over 180 LBS 30 LBS

0052 Utility Modifications-OW 1 JOB

0053 Separator Geotextile–OW 1,400 SY

*0054 Excavation, Structural-OW 2,250 CY

TOTAL OPTIONAL WORK: $

TOTAL BASE WORK + OPTIONAL WORK: $

* Denoted change from previous Bidding Schedule.

++Items not subject to the requirements of FAR 52.211-18 VARIATION IN ESTIMATED QUANTITY.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE

AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID

SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR

AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident

Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: OPTIONAL WORK ITEMS. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK Items, in the quantities and prices stated in the schedule. The Contracting Officer may exercise the OPTIONAL WORK Items by written notice to the Contractor. If implemented, the Government will exercise the optional work no later than 400 calendar days after issuance of the Notice to Proceed. Bidders shall bid on all items including optional items (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid. If implemented by the Contracting Officer’s Representative, all required work for “Option Area" construction shall be performed by the Contractor as described herein and as shown on the drawings, at any time during the contract period.

NOTE 5: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to exercise the option(s). If an option is to be exercised at the time of contract award FAR17.208 shall be used in place of FAR 52.217-5.

NOTE 6: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract will not be adjusted but shall be performed concurrent with the original contract duration of 1,302 calendar days established for the BASE WORK items specified in the Contract Clauses entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

NOTE 7: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment.aspx

EVALUATION OF SUBLINE ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos. 0003, 0025, 0030, 0032 and 0051 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019 -

AFARS 5152.211-9001).

This variation in estimated quantities clause is applicable only to item Nos.

0003, 0025, 0030, 0032 and 0051.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item Nos. 0003, 0025, 0030, 0032 and 0051 is less than 85% of the quantity of the first subline item listed under such item, the Contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause at Federal Acquisition Regulation (FAR) 52.211-18, VARIATION IN

ESTIMATED QUANTITY.

(c) If the actual quantity of work performed under item Nos. 0003, 0025, 0030, 0032 and 0051 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, VARIATION IN ESTIMATED QUANTITY.

(End of Clause)

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0016

The pricing detail quantity has decreased by 94,200.00 from 99,250.00 to 5,050.00.

CLIN 0054 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0054 2,250 Cubic

Yard

Excavation, Structural-OW

FFP

FOB: Destination

PSC CD: Y1PZ

NET AMT

(End of Summary of Changes)

DRAIN (TYP.)

VERTICAL WICK

3FT

FINISHED GRADE

FILL

COMPACTED

(3-FOOT MIN.)

SAND FILL

EL. 0.0

EL. 1.0

EL. -1.0

SPACING

STEP

ROW SPACINGWICK SPACING

A

EL. -121.0

WICK DRAIN INSTALLATION.

INITIAL 2-FEET OF SAND FOR

1-FOOT OF SAND ON WICK DRAINS.

"PRELOAD AREA PLAN AND PROFILE" FOR TABULATIONS.

WICK DRAIN BOUNDARY, SEE DWG'S:

NEW ORLEANS DISTRICT

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4'

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4'

4'

2.004.00 3.46

(FT)

SPACING

WICK

(FT)

SPACING

ROW

(FT)

SPACING

STEP

4'

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EXISTING GROUND

SLOPE VARIE

S

NOT TO SCALE

VERTICAL WICK DRAIN SPACING DETAILS

NOT TO SCALE

SECTION DETAILS

INSTALLATION OF THE WICK DRAINS.

MAGNITUDE OF SETTLEMENT. ALL OTHER INSTRUMENTATION MAY BE INSTALLED AFTER

SETTLEMENT PLATES DURING INSTALLATION OF THE WICK DRAINS TO DETERMINE THE

1. SETTLEMENT PLATES SHALL BE INSTALLED BEFORE INSTALLING WICK DRAINS. READ

NOTE:

NOT TO SCALE

WICK DRAIN DETAILS

CONSTRUCTION ON THE T-WALLS / DRAINAGE STRUCTURE CAN COMMENCE.

4. THE COMPLETED PRELOAD SECTION SHALL REMAIN IN PLACE FOR 1-YEAR BEFORE

"TYPICAL PRELOAD DESIGN SECTIONS".

SLOPE AND LIMITS AS SHOWN ON DRAWINGS: "PRELOAD AREA PLAN AND PROFILE" AND

3. COMPACTED FILL SHALL BE INSTALLED ON TOP OF THE SAND BASE TO THE ELEVATIONS,

TO EL. 0.0 FOR A TOTAL OF A 3-FOOT MINIMUM OF A SAND BASE FOR THE PRELOAD.

2. 1-FOOT OF SAND SHALL BE INSTALLED ON TOP OF THE INSTALLED WICK DRAINS

4-FOOT DRAIN SPACING ACCROSS THE SAND BASE, AS SHOWN.

120-FEET BELOW THE TOP OF THE SAND BASE IN A TRIANGULAR PATTERN WITH

EACH VERTICAL WICK DRAIN IS TO BE 4-INCHES WIDE, 4 mm THICK, AND INSTALLED

1. WICK DRAINS ARE TO BE INSTALLED IN THE TOP OF THE SAND BASE AT EL. -1.0.

PRELOAD CONSTRUCTION SEQUENCE:

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6" BELOW GROUND

36" SILT FENCE EMBEDDED

10' O.C.

M A

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4' (TYP.)

15'

15'

O F E

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EXISTING GROUND

NATURAL REPOSE

SIDE SLOPES

VARIES

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 15')

TOP OF TRUCK WASHDOWN RACK

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASHDOWN RACK

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 15')

TOP OF TRUCK WASHDOWN RACK

BOLTED IN 4' PANEL MATS

NEW TIMBER MATTING (1' X 1' X 12')

BASE OF TRUCK WASHDOWN RACK

(TO RECEIVE MATTING AND SLOPE TO DRAIN)

THE CONTRACTOR SHALL EXCAVATE, 12'' X 20''

(EMBED IN TRENCH)

SILT FENCE

6"D X 4"W, TRENCH

OR STEEL T- POSTS

7' LONG X 3-1/2" DIA.

ROUNDED WOOD POSTS

RACK (TYPICAL).

INGRESS AND EGRESS TO TRUCK WASHDOWN

CONTRACTOR TO PROVIDE RAMP SURFACING FOR

ASPHALT

EDGE OF SHOULDER

30 FT RADIUS

30 FT RADIUS

EXISTING GROUND

GEOTEXTILE FABRIC

SEPARATOR

4" ASPHALT WEARING COURSE

2" ASPHALT BINDING COURSE

(COMPACTED)

3" CRUSHED STONE BASE COURSE

(WEARING COURSE)

1V ON 4H SLOPE

2' TRANSITION OR

(WEARING COURSE)

1V ON 4H SLOPE

2' TRANSITION OR

(WEARING COURSE)

1V ON 4H SLOPE

2' TRANSITION OR

ACCESS ROAD "J" = 30'

ACCESS ROAD "H" = 15'

ACCESS ROAD "F" = 15'

ACCESS ROAD "E" = 30'

ACCESS ROAD "B" = 15'

ACCESS ROAD "A" = 30'

REPRESENTATIVE (COR).

DIRECTED BY THE CONTRACTING OFFICER'S

SURFACING MATERIAL, 4" CRUSHED STONE, OR AS

EXISTING GROUND

SEPARATOR GEOTEXTILE

7" CRUSHED STONE

SURFACING MATERIAL,

EXISTING GROUND

NATURAL REPOSE

SIDE SLOPES

VARIES

30'

EL.0.0

COMPACTED FILL

NEW ORLEANS DISTRICT

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W P -2

-B -0

NOT TO SCALE

NOT TO SCALE

SILT FENCE SIDE DETAIL

SILT FENCE DETAILS

NOT TO SCALE

PLAN VIEW

PROFILE

TRUCK WASH DOWN RACK DETAILS

S L

O P

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O D

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IN

CONTRACTING OFFICER.

2. DISPOSE OF MUD AS DIRECTED BY

1. SLOPE TIMBER MATTING TO DRAIN.

NOTES:

NOT TO SCALE

EXISTING ACCESS ROAD MAINTENANCE DETAIL

ROAD

ACCESS

EXISTING

C/L

AND GRADE ANY RUTS/HOLES CAUSED BY HAULING OPERATIONS.

2. THE CONTRACTOR SHALL KEEP ROADS FREE OF DEBRIS

ADJACENT CONTRACTORS AND LAND OWNERS.

1. EXISTING ACCESS ROADS ARE SHARED ROADS WITH

NOTES:

NOT TO SCALE

NEW ASPHALT ENTRANCE DETAILS

VARIES VARIES

NOTE:

HWY 23

VARIES

SECTION DETAIL

ROAD

ACCESS

C/L

SLOPE TO DRAIN

PLAN VIEW

THE JOB SITE ON TO HWY. 23 SHALL BE PAVED.

1. ALL SPECIFIED DRIVEWAYS FOR ACCESS ROADS EGRESSING

EXIST GROUND

8" TO 10" ABOVE

ACCESS ROAD "J" - (30' W X 4,950' L)

ACCESS ROAD "F" - (20' W X 5,304' L)

ACCESS ROAD "E" - (25' W X 5,874' L)

ACCESS ROAD "D" - (20' W X 5,023' L)

ACCESS ROAD "B" - (20' W X 1,895' L)

1V

ON 3

H 1V ON 3H

LEVEE SECTION.

2. THE COMPACTED FILL ROAD SHALL BE INCORPORATED INTO THE

AND HAVE A PLAN TO ADDRESS DUST CONTROL ALONG THE ROAD.

1. THE CONTRACTOR SHALL GRADE AND MAINTAIN ROAD DAILY

NOTES:

SLOPE TO DRAIN

NOT TO SCALE

SLOPE TO DRAIN

NOT TO SCALE

NEW ACCESS ROAD SURFACING DETAIL

ROAD

ACCESS

NEW

C/L

ACCESS ROAD "I" - (30' W X 1,195' L)

ACCESS ROAD "C" - (25' W X 844' L)

TEMPORARY BYPASS ROAD DETAIL

LEVEE C/L STA. 161+28.00 TO C/L STA. 193+77.00

TEMPORARY BYPASS ROAD

LEVEE

NOV-05A.1

NEW

C/L

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C-54

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