Amendment 0002_W912P821B0047.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 above numbered Solicitation for West Shore Lake Pontchartrain,Louisiana, Hurricane and Storm Damage Risk Reduction Project, Access Roads Construction Project, St. John the Baptist and St. Charles Parishes, LA (ED 20-019) is hereby amended as follow s: (see continuation pages)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 26

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P821B0047

X 9B. DATED (SEE ITEM 11)

04-Jun-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 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

22-Jul-2021

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:

1. Make changes to the solicitation as detailed in the following pages.

2. Provide answers to Industry Questions as shown on the attached "Questions/Answers for Clarification".

3. The Bid Opening is currently scheduled for Tuesday, 3 August 2021 at 1:00 PM CST. The Contracting Officer and Contract Specialist will begin downloading bids at 12:00 PM CST, which is the bid receipt cutoff time. All bids received after 12:00 PM CST on Tuesday, 3 August 2021 will be considered late.

4. Include a revised "Attention Bidders" page.

See attached pages and drawing files

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION PAGE

SECTION 00010

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

SECTION 00700

Page 78/504, paragraph 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Delete the NOTE in its entirety and substitute the following therefor.

“NOTE: Payment for mobilization and demobilization will be made at the applicable contract job price for "Mobilization and Demobilization", "Mobilization and Demobilization - OW1", if Optional Work 1 is exercised, "Mobilization and Demobilization - OW2", if Optional Work 2 is exercised, "Mobilization and Demobilization - OW3", if Optional Work 3 is exercised, "Mobilization and Demobilization – OW4", if Optional Work 4 is exercised, or "Mobilization and Demobilization – OW5", if Optional Work 5 is exercised.”

SECTION 01100

1. Page 6, subparagraph 3(j). Delete this subparagraph in its entirety and substitute the following there for:

“(j) Site Safety and Health Officer (SSHO). The Contractor shall have a qualified Site Safety and Health Officer (SSHO) on the construction site at all times that work is being performed to manage the Contractor’s Accident Prevention Plan. The SSHO shall be a full-time responsibility. (see EM 385-1- 1, paragraph 01.A.17). The person(s), as a minimum, shall have completed the 30-hour OSHA Construction Industry Safety Class (may be web based training if the student is able to directly ask questions of the instructor by chat / phone) or an equivalent course (see Appendix A, paragraph 3.d.(3)) applicable to the work to be performed, and given by a qualified instructor. Such training shall have been completed within the last three (3) years. SSHO’s shall maintain competency through taking 8 hours of documented formal, on-line, or self-study safety and health coursework every year. For projects with multiple shifts, an alternate SSHO shall be assigned to assure coverage of the project during all working hours. Alternate SSHO’s (as listed in the Contractor’s APP) must meet the same requirements as the primary SSHO.

W912P821B0047

Alternate SSHO’s may hold other positions when not functioning as an SSHO.

Due to the work on multiple access roads at the same time, each work crew for each access road shall have a designated safety representative. Designated representatives are collateral duty safety personnel, with safety duties in addition to their full-time occupation. They shall perform safety program tasks as designated by the SSHO and report safety findings to the SSHO. The SSHO is a full-time responsibility and shall manage the overall safety program. “

W912P821B0047

2. Page 20, paragraph 20. Delete this paragraph in its entirety and substitute the following therefore:

“20. COORDINATION WITH LOCAL INTERESTS

The Contractor shall coordinate his/her construction activities, including jobsite access, with the Contracting Officer, Louisiana Department of Transportation and Development, local parish Government, and other Contractors. Points of contact are listed below. Also, other Contractors will be in the vicinity, adjacent to this contract executing contract requirements for other construction contracts. The Contractor shall coordinate access with the sugar cane farmers that utilize access roads “B” and “C”. Additional landowner contact information and requirements are listed above in paragraph PERMISSIBLE HOURS OF WORK. The Contractor will not have exclusive rights to these access roads and shall allow the farmers to utilize these roads to plant and harvest their crops. For a 2-week period during the harvesting season (October through January), the Contractor shall not utilize nor perform construction activities on access roads B and C. Each road will have a 2-week period of “no work” and the periods of “no work” on these roads will not necessarily coincide with each other. The Contractor shall plan his/her operations accordingly.

(1) Access Road D Entrance. The Contractor shall coordinate access with the existing operator of the waste disposal facility to construct the roadway entrance and road improvements. Orange safety fencing shall be placed around the existing shed, water tap and historic tree with plaque. Prior to beginning construction, the Contractor shall notify the following landowners and representatives for Access Road D to coordinate access to gate(s): Landowners: Nature Land Co., Chris Trepagnier, 985-778-0888 and St. John the Baptist Parish, Mr. Clayton “Snookie” Faucheux, 504-444-2974. Operator of Incinerator Facility on St. John the Baptist Property: Crochet Equipment Co., Mr. Ronnie Crochet, 225-623-0112.

(2) Access Road F Entrance. Prior to beginning construction, the Contractor shall notify the following landowners and representatives for Access Road F to coordinate access to gate: Landowners: Nature Land Co., Chris Trepagnier, 985-778-0888 and St. John the Baptist Parish, Mr. Clayton “Snookie” Faucheux, 504-444-2974. For Access Road F, the contractor must notify Inspector Grant Berne at 985-375-0195 three (3) days prior to beginning work and after construction.

Monica Salins Gorman, Executive Director

PONTCHARTRAIN LEVEE DISTRICT

Post Office Box 426 Lutcher, Louisiana 70071 Office: 225-869-9721 Direct: 225-258-4369

W912P821B0047

Travis Byland, P.E.

COASTAL PROTECTION AND RESTORATION AUTHORITY

Project Management Division The Water Campus|150 Terrace Avenue |Baton Rouge, LA 70802 o: 225.342.6750 | c: 225.572.8192 www.coastal.la.gov

Clayton Faucheux, DPW Director c.faucheux@stjohn-la.gov

(985) 652-4815 ext. 1125 1811 W. Airline Hwy.

Laplace, LA 70068

Jennifer D. Branton, PE ADA - Engineering LA DOTD - District 62 685 N. Morrison Blvd.

Hammond, LA 70401 985-375-0103

Nancy Atkins District 02 Permit Specialist

DEPT OF TRANSPORTATION & DEVELOPMENT

Post Office Box 9180 Bridge City, LA 70096-9180 504-437-3142 office 504-437-3260 fax

Cornelius Williams Biologist DCL-B

WMA MINERALS MANAGEMENT

2000 Quail Dr. Baton Rouge, LA 70808

(o) 225-763-8807 Ext. 1502

(m) 318-305-7783 cjwilliams@wlf.la.gov ”

3. Page 01100-22. Delete this page in its entirety and substitute the attached new pages 01100- 22, 23, and 24 therefore:

SECTION 01 53 00.02 12

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

W912P821B0047

“1.2 MEASUREMENT AND PAYMENT

No measurement will be made for temporary retaining structures. Payment will be made at the applicable contract job price for "Temporary Retaining Structures", "Temporary Retaining Structures – OW4”, if Optional Work 4 is exercised, or "Temporary Retaining Structures - OW5”, if Optional Work 5 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment; designing, furnishing, installing, maintaining, removing the temporary retaining structures; fall protection, and all other work incidental thereto.”

SECTION 01 55 26.00 12

Page 2, paragraph 1.3. Delete this paragraph in its entirety and substitute the following

“1.3 MEASUREMENT AND PAYMENT

No measurement will be made for the preparation of a Traffic Control Device Plan, nor the maintenance, control and coordination of traffic routing including barricades, danger, warning, and detour signs as specified herein. Payment will be made at the applicable contract job price for "Traffic Control and Coordination", "Traffic Control and Coordination - OW1", if Optional Work 1 is exercised, "Traffic Control and Coordination - OW2", if Optional Work 2 is exercised, "Traffic Control and Coordination - OW3", if Optional Work 3 is exercised, or "Traffic Control and Coordination - OW5", if Optional Work 5 is exercised. Price and payment shall constitute full compensation for providing all plant, labor, materials and equipment to complete the work as specified herein and as shown on the drawings.”

SECTION 01 57 23.01 12

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

The temporary truck wash-down rack designed, constructed, and maintained by the Contractor will be measured per each satisfactorily installed. Payment for the temporary truck wash-down rack, including its maintenance and removal, will be made at the contract unit price per each for "Truck Wash-Down Rack", "Truck Wash-Down Rack - OW1", if Optional Work 1 is exercised, "Truck Wash-Down Rack - OW2", if Optional Work 2 is exercised, "Truck Wash- Down Rack - OW3", if Optional Work 3 is exercised, or "Truck Wash-Down Rack - OW5", if Optional Work 5 is exercised. Price and payment shall constitute full compensation for furnishing the design, and all plant, labor, equipment, mechanical street sweeper, and material to complete the work as specified herein and as shown on drawings.”

W912P821B0047

SECTION 10 14 53

No measurement will be made for traffic signage. Payment will be made at the applicable contract job price for "Traffic Signage", "Traffic Signage - OW3", if Optional Work 3 is exercised, or "Traffic Signage - OW5", if Optional Work 5 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment for installations of the traffic signage; including both new signage and any relocation of exiting signs; all as specified herein and as shown on the drawings.”

SECTION 31 05 19.04 12

Geotextile will be measured in place to the nearest square yard as delineated on the drawings.

Overlaps will be measured as a single layer. Payment will be made at the applicable contract price per square yard for "Separator Geotextile", "Separator Geotextile - OW1", if Optional Work 1 is exercised, "Separator Geotextile - OW2", if Optional Work 2 is exercised, "Separator Geotextile - OW3", if Optional Work 3 is exercised, "Separator Geotextile - OW4", if Optional Work 4 is exercised, "Separator Geotextile - OW5", if Optional Work 5 is exercised, or "Separator Geotextile - OW6", if Optional Work 6 is exercised. Price and payment shall include full compensation for providing all plant, equipment, labor and materials, and for cutting, sewing, placing, testing, taking corrective measures to fix deficiencies, and incidentals as shown on the plans and as specified herein. No payment shall be made for geotextile that is rejected or damaged due to Contractor fault or negligence.”

SECTION 31 05 20.10 12

Geogrid will be measured in place to the nearest square yard of installed fabric as shown on the drawings. Overlaps will be measured as a single layer. Payment will be made at the applicable contract price per square yard for "Geogrid", "Geogrid - OW1", if Optional Work 1 is exercised, "Geogrid - OW2", if Optional Work 2 is exercised, "Geogrid - OW3", if Optional Work 3 is exercised, "Geogrid - OW4", if Optional Work 4 is exercised, "Geogrid - OW5", if Optional Work 5 is exercised or "Geogrid - OW6", if Optional Work 6 is exercised. Price and payment shall constitute full compensation for providing all plant, labor and materials, and for

W912P821B0047 cutting, sewing, placing, testing, and corrective actions to fix deficiencies, to complete the work as specified herein and as shown on the drawings. No separate measurement or payment will be made for corrective action that is required to correct deficiencies that are due to Contractor fault, negligence, defective materials or workmanship. ”

SECTION 31 11 00.00 12

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

“1.2 MEASUREMENT AND PAYMENT

Measurement for clearing and grubbing will be made by the acre. Payment will be made by the applicable contract price per acre for "Clearing and Grubbing", "Clearing and Grubbing - OW1", if Optional Work 1 is exercised, "Clearing and Grubbing - OW2", if Optional Work 2 is exercised, "Clearing and Grubbing - OW3", if Optional Work 3 is exercised, "Clearing and Grubbing - OW4", if Optional Work 4 is exercised, "Clearing and Grubbing - OW5", if Optional Work 5 is exercised, or "Clearing and Grubbing - OW6", if Optional Work 6 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, material and equipment and performing all operations necessary for clearing and grubbing of the areas specified herein or indicated on the drawings, for removal of all cleared and grubbed material.”

SECTION 31 23 19.00 12

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

“1.2 MEASUREMENT AND PAYMENT

No measurement will be made for dewatering. Payment for dewatering will be made at the applicable contract job price for "Dewatering", "Dewatering - OW4", if Optional Work 4 is exercised, or "Dewatering - OW5", if Optional Work 5 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 sumps, installation of wellpoints, jet eductors, wells, pumps, piezometers, removal of wellpoints, jet eductors, 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 and which is not specified to be paid for separately. 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

W912P821B0047 required and will be paid monthly. The remaining 10 percent of the job price will be paid when the dewatering system has been removed as required herein and cleanup in connection therewith has been completed.”

SECTION 31 24 00.00 12

Page 4, paragraph 1.4. Delete this paragraph and its subparagraphs in their entirety and substitute the following therefore:

“1.4 PAYMENT

1.4.1 Embankment, Compacted Fill

Payment for the embankment material required for the culvert construction, will be made at the applicable contract price per ton for "Embankment Fill", "Embankment Fill - OW2", if Optional Work 2 is exercised, "Embankment Fill - OW3", if Optional Work 3 is exercised, or "Embankment Fill - OW5", if Optional Work 5 is exercised. Price and payment shall constitute full compensation for subgrade preparation; furnishing all plant, labor, equipment, and materials; placing, spreading, compacting, control testing; and maintenance as shown on the drawings and specified herein.

1.4.2 Sand Fill

Payment for the sand material required for the new roads and culverts, will be made at the applicable contract price per ton for "Sand Fill", "Sand Fill - OW1", if Optional Work 1 is exercised, "Sand Fill - OW2", if Optional Work 2 is exercised, "Sand Fill - OW3", if Optional Work 3 is exercised, "Sand Fill - OW4", if Optional Work 4 is exercised, "Sand Fill - OW5", if Optional Work 5 is exercised, or "Sand Fill - OW6", if Optional Work 6 is exercised. Price and payment shall constitute full compensation for subgrade preparation; furnishing all plant, labor, equipment, and materials; placing, spreading, compacting, control testing, and maintenance as shown on the drawings and specified herein.”

SECTION 32 12 16.00 12

Page 3, paragraph 1.2. Delete this paragraph in its entirety and substitute the following

Measurement for asphaltic pavement satisfactorily placed will be made by the ton. Payment will be made at the applicable contract price per ton for "Asphaltic Pavement", "Asphaltic Pavement - OW1", if Optional Work 1 is exercised, "Asphaltic Pavement - OW2", if Optional Work 2 is exercised, or "Asphaltic Pavement - OW3", if Optional Work 3 is exercised, or "Asphaltic Pavement - OW5", if Optional Work 5 is exercised. Price and payment shall

W912P821B0047 constitute full compensation for furnishing all plant, labor, materials and equipment for placing the asphalt pavement; including base, subbase, binder course, wearing surface, testing to complete the work as specified herein and as shown on the drawings.”

SECTION 32 15 00.00 12

Surfacing material required for the new roads and bedding for culverts, including their maintenance will be measured by the ton satisfactorily placed. Measurement will be made by the ton at the site of the work. Certified weight tickets shall be provided for each truck delivery. Trucks shall be weighed on scales that have been calibrated within 6-months of hauling. Certification of weigh scale calibration shall be provided to the Contracting Officers Representative prior to placing surfacing. Payment will be made at the applicable contract price per ton for "Surfacing", "Surfacing - OW1", if Optional Work 1 is exercised, "Surfacing

- OW2", if Optional Work 2 is exercised, "Surfacing - OW3", if Optional Work 3 is exercised, "Surfacing - OW4", if Optional Work 4 is exercised, "Surfacing - OW5", if Optional Work 5 is exercised, or "Surfacing - OW6", if Optional Work 6 is exercised. Price and payment shall constitute full compensation for placing surfacing material for the new roads, and bedding for culverts; including subgrade preparation; placing, spreading, compacting, and maintenance of the new roads, with the limitations stated in paragraph MAINTENANCE; as specified herein and as shown on the drawings.”

SECTION 32 31 13

No measurement will be made for installation of permanent fencing and gates. Payment will be made at the applicable contract job price for "Fencing and Gates", "Fencing and Gates - OW1", if Optional Work 1 is exercised, "Fencing and Gates - OW2", if Optional Work 2 is exercised, "Fencing and Gates - OW3", if Optional Work 3 is exercised, or "Fencing and Gates - OW5", if Optional Work 5 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, material, and equipment necessary for the construction of chain link fencing and gates; as specified herein and as shown on the drawings.”

W912P821B0047

SECTION 32 92 19.04 12

Page 3, paragraph 1.3. Delete this paragraph in its entirety and substitute the following therefore:

“1.3 PAYMENT

Payment for fertilizing, soil amending, mulching, and seeding will be made at the applicable contract price per acre for "Turf Establishment and Maintenance", "Turf Establishment and Maintenance - OW2", if Optional Work 2 is exercised, or "Turf Establishment and Maintenance - OW3", if Optional Work 3 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required; including soil testing, turf establishment plan, watering to prepare the soil, and applying the fertilizer, seed and mulch at the applicable rates as specified herein. After seeding and mulching is completed, the Contractor may request partial payment only. Material certification and invoices must be provided to authorize the initial 60% payment when seeding is completed, and 100% payment will not be made until turf is established and accepted in accordance with paragraph 'ESTABLISHMENT'.”

SECTION 33 40 01.00 12

Page 3, paragraph 1.3. Delete this paragraph in its entirety and substitute the following therefore:

“1.3 MEASUREMENT AND PAYMENT

The corrugated metal pipe will be measured for payment by linear foot satisfactorily installed.

Payment will be made at the applicable contract price per linear foot for "24-Inch Corrugated Metal Pipe", "24-Inch Corrugated Metal Pipe - OW1", if Optional Work 1 is exercised, "24- Inch Corrugated Metal Pipe - OW2", if Optional Work 2 is exercised, "24-Inch Corrugated Metal Pipe - OW3", if Optional Work 3 is exercised, "24-Inch Corrugated Metal Pipe - OW4", if Optional Work 4 is exercised,"24-Inch Corrugated Metal Pipe - OW5", if Optional Work 5 is exercised,"48-Inch Corrugated Metal Pipe", "48-Inch Corrugated Metal Pipe - OW3", if Optional Work 3 is exercised, "48-Inch Corrugated Metal Pipe - OW4", if Optional Work 4 is exercised, or "48-Inch Corrugated Metal Pipe - OW5", if Optional Work 5 is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment for installation of the corrugated metal pipe; , including but not limited to coupling bands, gaskets, geotextile fabric, base preparation, backfill, laying, placement and jointing, tests, all operations necessary for excavation and removal and disposal of existing corrugated metal pipe; and all other work incidental thereto; as specified herein and as shown on the drawings.”

W912P821B0047

DRAWINGS

1. SHEET IDENTIFICATION Nos: G-002, G-004, G-005, G-008, G-009, G-010, C-103, C- 107, C-109, C-112, C-118, C-120, C-121, C-122, C-125, C-127, C-136, C-137, C-138, C-139, C- 141, DT-101, DT-102, DT-104, DT-106, and B-001 thru B-013. Delete these drawings in their entirety and substitute the attached revised drawings SHEET IDENTIFICATION Nos: G-002, G-004, G-005, G-008, G-009, G-010, C-103, C-107, C-109, C-112, C-118, C-120, C-121, C- 122, C-125, C-127, C-136, C-137, C-138, C-139, C-141, DT-101, DT-102, DT-104, DT-106, and B-001 thru B-013 therefore.

2. Add the attached new drawings SHEET IDENTIFICATION Nos: C-113, 114, C-115, C-116, C-117, CS-109, CS-111, CS-112, CS-113, CS-114, CS-115, and B-014 to this contract.

W912P821B0047

SECTION 00010 – BIDDING SCHEDULE

West Shore Lake Pontchartrain, Louisiana, Hurricane and Storm Damage Risk Reduction Project, Access Roads Construction Project, St. John the Baptist and St. Charles Parishes, Louisiana

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

BASE WORK

Roads A, B, C, and F (Sta. 0+00 to Sta. 57+20)

0001 Mobilization and Demobilization 1 JOB

0002 Temporary Retaining Structures 1 JOB

0003 Traffic Control and Coordination 1 JOB

0004 Truck Wash-Down Rack 4 EA

0005 Traffic Signage 1 JOB

0006 Separator Geotextile 104,317 SY

0007 Geogrid 60,530 SY

0008 Clearing and Grubbing 18.5 AC

0009 Dewatering 1 JOB

0010 Embankment Fill 31 TON

0011 Sand Fill 23,170 TON

0012 Asphaltic Pavement 252 TON

0013 Surfacing 38,375 TON

0014 Fencing and Gates 1 JOB

Turf Establishment and Maintenance 0.5 AC

0016 24-Inch Corrugated Metal Pipe 548 LF

0017 48-Inch Corrugated Metal Pipe 368 LF

TOTAL: $

00010-3 Ed 20-019

W912P821B0047

OPTIONAL WORK 1 (OW1)

Road P

Mobilization and Demobilization -

OW 1 1 JOB

Traffic Control and Coordination -

OW1 1 JOB

0020 Truck Wash-Down Rack - OW1 1 EA

0021 Separator Geotextile - OW1 16,900 SY

0022 Geogrid - OW1 51,600 SY

0023 Clearing and Grubbing – OW1 5.72 AC

0024 Sand Fill - OW1 20,305 TON

0025 Asphaltic Pavement - OW1 101 TON

0026 Surfacing - OW1 9,750 TON

0027 Fencing and Gates - OW1 1 JOB

24-Inch Corrugated Metal Pipe -

OW1 513 LF

TOTAL OW1: $

OPTIONAL WORK 2 (OW2)

Road S

Mobilization and Demobilization –

OW2 1 JOB

Traffic Control and Coordination –

OW2 1 JOB

0031 Truck Wash-Down Rack - OW2 1 EA

0032 Separator Geotextile - OW2 29,900 SY

0033 Geogrid - OW2 62,600 SY

0034 Clearing and Grubbing – OW2 0.5 AC

0035 Embankment Fill - OW2" 6,795 TON

0036 Sand Fill – OW2 15,200 TON

0037 Asphaltic Pavement – OW2 81 TON

0038 Surfacing – OW2 16,350 TON

0039 Fencing and Gates – OW2 1 JOB

00010-4 Ed 20-019

W912P821B0047

Turf Establishment and Maintenance - OW2 0.5 AC

24-Inch Corrugated Metal Pipe –

OW2 233 LF

TOTAL OW2: $

OPTIONAL WORK 3 (OW3)

Road G

Mobilization and Demobilization –

OW3 1 JOB

Traffic Control and Coordination –

OW3 1 JOB

0044 Truck Wash-Down Rack - OW3 1 EA

0045 Traffic Signage - OW3 1 JOB

0046 Separator Geotextile - OW3 19,813 SY

0047 Geogrid - OW3 25,600 SY

0048 Clearing and Grubbing – OW3 6.5 AC

0049 Embankment Fill – OW3" 33 TON

0050 Sand Fill – OW3 10,320 TON

0051 Asphaltic Pavement – OW3 810 TON

0052 Surfacing – OW3 12,510 TON

0053 Pavement Markings - OW3 1 JOB

0054 Fencing and Gates – OW3 1 JOB

Turf Establishment and Maintenance – OW3 1.5 AC

24-Inch Corrugated Metal Pipe –

OW3 357 LF

48-Inch Corrugated Metal Pipe -

OW3 109 LF

TOTAL OW3: $

OPTIONAL WORK 4 (OW4)

Road F (Sta. 57+20 to Sta. 107+20)

Mobilization and Demobilization –

OW4 1 JOB

0059 Separator Geotextile – OW4 16,613 SY

0060 Geogrid – OW4 16,800 SY

00010-5 Ed 20-019

W912P821B0047

0061 Clearing and Grubbing – OW4 5.5 AC

0062 Sand Fill – OW4 5,120 TON

0063 Surfacing – OW4 8,661 TON

0064 Dewatering – OW4 1 JOB

Temporary Retaining Structures –

OW4 1 JOB

48-Inch Corrugated Metal Pipe –

OW4 444 LF

TOTAL OW4: $

OPTIONAL WORK 5 (OW5)

ROAD D

Mobilization and Demobilization –

OW5 1 JOB

Traffic Control and Coordination –

OW5 1 JOB

0069 Truck Wash-Down Rack – OW5 1 EA

0070 Traffic Signage – OW5 1 JOB

0071 Separator Geotextile – OW5 21,700 SY

0072 Geogrid – OW5 33,600 SY

0073 Clearing and Grubbing – OW5 7.0 AC

0074 Embankment Fill – OW5 22 TON

0075 Sand Fill – OW5 14,090 TON

0076 Asphaltic Pavement – OW5 61 TON

0077 Surfacing – OW5 12,000 TON

0078 Fencing and Gates – OW5 1 JOB

0079 Dewatering - OW5 1 JOB

Temporary Retaining Structures -

OW5 1 JOB

24-Inch Corrugated Metal Pipe –

OW5 523 LF

48-Inch Corrugated Metal Pipe –

OW5 249 LF

TOTAL OW5: $

00010-6 Ed 20-019

W912P821B0047

OPTIONAL WORK 6 (OW6)

ROAD B AND C (ADDITIONAL ROAD EASEMENT AREAS)

0083 Separator Geotextile – OW6 570 SY

0084 Geogrid – OW6 770 SY

0085 Clearing and Grubbing – OW6 0.2 AC

0086 Surfacing – OW6 364 TON

0087 Sand Fill – OW6 300 TON

TOTAL OW6: $

TOTAL BASE WORK + OW1 + OW2 + OW3 + OW4 + OW5 + OW6 $

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

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

00010-7 Ed 20-019

W912P821B0047

NOTE 5: 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 no later than 90 calendar days after issuance of the Notice to Proceed (NTP). The Government will exercise the Temporary No Work Areas (TNWA) at the pipeline corridors no later than 120 days after issuance of the Notice to Proceed (NTP). 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.

NOTE 6: 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 7: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF

OPTIONAL WORK. In the event that OPTIONAL WORK items are exercised under the terms of this contract, the time required for completion of the contract will not be adjusted, but the Optional Work shall be performed concurrently with the contract duration of 365 calendar days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION

OF WORK (FAR 52-211-10 – APR 1984)”.

00010-8 Ed 20-019

W912P821B0047 complete. After the crushed stone access road is complete, the Contractor shall mill 3-inches and overlay the 150-feet of asphalt paving off I-10 prior to placing asphalt on the roadway. The new asphalt road entrance to Access Road “F” and the boat launch area shall be constructed first followed by the removal of the existing asphalt entrance.

22. SPECIAL WORK REQUIREMENTS

a. Weight Restrictions/Road A Entrance Only. During construction of the access roads over the pipeline crossings, only one (1) vehicle or equipment at a time will be allowed to cross over the entire width of the pipeline crossings with the following maximum load restrictions:

(1) 20,000 pounds per axle for single axle loads;

(2) 34,000 pounds per axle for tandem axle loads; or

(3) 72,000 pounds total weight.

The Contractor shall have supervision at the pipeline crossings to limit the vehicles and equipment as specified above.

b. Required Flagmen. During times when the use of Access Roads B and C increase related to cultivation of sugar cane on adjacent fields, the Contractor shall employ a flagger at Airline Highway and along the access road to ensure vehicles and equipment associated with WSLP Construction and sugar cane cultivation both safely use the roadway. The Contractor shall coordinate their use of the access roads with the sugar cane farmers.

c. The Contractor, including employees and subcontractors, shall not hunt and fish within the right-of-way provided for construction.

d. Access Road G Ground Penetrating Radar. The Contractor shall verify the depth and location of the fiber optic and sewer line using ground penetrating radar prior to performing work on Access Road G. The depth and location of the lines shall be submitted to the Government.

23. FORMAT OF SURVEYS

a. The Contractor shall submit compliance surveys upon completion of certain construction activities. The compliance surveys shall be performed and reports signed and sealed by a Licensed Surveyor. The survey data shall be collected in accordance with the “USACE New Orleans District Guide for Minimum Survey Standards” and delivered in USACE EM Format as described in “Engineering Manual File Format Specifications”. Links to these documents are shown below:

01100-22 ED 20-019

W912P821B0047 http://www.mvn.usace.army.mil/Missions/Engineering/SurveySection/SurveyingG uidelines.aspx http://www.mvn.usace.army.mil/portals/56/docs/engineering/Geospatial/EM_For mat09.pdf

b. Each surveyed point should be listed on a separate line as a comma-delimited list of the following:

(1) Point ID, northing, easting, elevation, code

(2) Surveyed points that are part of a profile shall be grouped under the appropriate #P01 record for that profile.

(3) Surveyed points that are part of a cross-section shall be grouped under the appropriate #X01 record for that cross-section.

(4) All other points shall be grouped under the appropriate #M01 record.

c. The code value shall be one of the three letter codes listed in Appendix 2 of “USACE New Orleans District Guide for Minimum Survey Standards”. If a surveyed point is not one of the items listed in Appendix 2, the Contractor shall submit a CODES.DAT file containing a semi-colon delimited list of these unique survey codes. Each reference benchmark shall be included as #V/#T records with the surveyed elevation #V/T06, and vertical datum and epoch information.

Absolute vertical and horizontal accuracies shall be shown in the #H03 and #H17 records. Surveys that are referenced to local coordinates, and not true State Plane coordinates, shall use the horizontal epoch “BASELINE” in the #H16 record. The USACE Survey Drivers shall be used to check for proper formatting.

The drivers can be downloaded from the following site:

(http://www.mvn.usace.army.mil/Missions/Engineering/GeospatialSection/USACESurvey Drivers.aspx).

d. A survey report shall be delivered which includes a brief synopsis of the survey methodology (traverse run, level loops, GPS). All supporting field books shall be delivered. If static GPS is collected minimally and fully constrained GPS adjustment reports must be delivered. All surveys shall adhere to the requirements of the “USACE New Orleans District Guide for Minimum Survey Standards” and be performed and reports signed and sealed by a Licensed Surveyor. The point of contact for survey information is Dwayne Blanchard @504.862.1589.

24. PROJECT BENCHMARKS

a. Benchmark And Project Temporary Benchmarks (TBM). To ensure local/internal consistency, the Contractor shall verify all project benchmarks using differential leveling in accordance with Section D of the “USACE New Orleans

01100-23 ED 20-019

W912P821B0047

District Guide for Minimum Survey Standards”. The differential levels must be to Second Order Class II closure standards, as defined in Appendix 4 of the afore mentioned Survey Standards, and as follows:

closure error (in feet) must be less than or equal to 0.035 x √(distance in miles). Ties between the three “project controls” identified on the drawings and the Contractor utilized temporary benchmarks in closest proximity to the road under construction shall be performed at least every 6 months using differential leveling. Field notes showing all data and the closure error shall be provided to the Government.

Field records of these survey verifications shall be submitted in a survey report, which shall be updated with each periodic verification. A Registered Land Surveyor licensed in any of the 48 contiguous United States shall perform, sign, and seal the benchmark verification survey.

b. Records. Field records of these benchmark verifications shall be submitted to the Contracting Officer’s Representative in electronic format via RMS within 7 days after each verification has been completed. The Contracting Officer's Representative shall be notified immediately if any errors or inconsistencies in the benchmark verifications are found. Field records of the first benchmark verification must be received within 14 days of Notice to Proceed.

W912P821B0047

QUESTION AND ANSWER

Questions and Answer

1) W912P821B0047 - Does a bench loop need to be run between all controls shown in drawings G-002 and G-003? (Question)

USACE’S RESPONSE: No, the contractor shall comply with benchmark spec and utilize three project controls for each access road being constructed.

2) W912P821B0047 - We respectfully request quantities for lump sum items on the bid schedule? (Question)

USACE’S RESPONSE: Lump sum quantities will be provided

3) W912P821B0047 - FAR 52.236-16 Quantity Surveys – The clause states that the Contractor performs original, final, and progress surveys. It also states (paragraph b) that the Government calculates quantities for payment. Is this accurate? The contractor performs original surveys, provides data to the Government who then calculates quantities based off of the Contractor’s data. (Question)

USACE’S RESPONSE: There is FAR language discussing payment calculations that are in every contract. There are no line items in this contract to be calculated for payment based on surveys, tonnage quantities will be based on truck tickets.

4) W912P821B0047 - Are existing pipelines identified on the drawings and in specification sections 01100-11 and 01100-12 bridged? If not, does the Contractor need to build permanent crossings? (Question)

USACE’S RESPONSE: On access roads B and G existing timber mats are shown on the drawings to be removed and become the property of the contractor. The Contractor shall adhere to requirements in Section 01100, paragraph “UTILITIES AND IMPROVEMENTS”. Yes, permanent roadways are to be built over the pipelines according to the plans, sheets DT-111 and DT-112.

5) W912P821B0047 - Is embankment material available from the Spillway stockpile projects? (Question)

USACE’S RESPONSE: No. The Government is not providing a site within the spillway for sand as part of the solicitation, but the contractor can request to utilize the Spillway as a source of sand by contacting John Fogarty at 504-862-1227. If the contractor elects to utilize the Bonnet Carre Spillway they do so at their own risk should they experience impacts from flooding of the spillway.

W912P821B0047

6) W912P821B0047 - Does the Staging Area chain link fencing need to follow the 32 31 13 specification sections for permanent fencing? (Question)

USACE’S RESPONSE: No, it shall be six feet high with locked gates.

7) W912P821B0047 - Is silt fencing to be installed along side of each of the access roadways? Plans only show silt fence locations at each driveway entrance and one run along Access Road G on the I-10 side. (Question)

USACE’S RESPONSE: No, silt fence is only to be installed at the entrances and along Access Road G on the I-10 side as shown.

8) Currently, the bids for the above referenced solicitation are due Tuesday July 6, which is the day after the observance of the 4th of July (July 5th). Would the Government consider extending the date a couple days, as many subcontractors and specialty trade contractors will also be closed for the holiday. As it stands, subs typically don’t provide numbers until the very close to the date bids/proposals are due, and with the holiday the day before, it is likely competitive pricing won’t be received. (Question)

USACE’S RESPONSE: Yes, bid opening date will be established in amendment 0002.

9) Regarding Document W912P821B0047, Section 01100-6, Page 94, Inspectors Field Office with all Amenities, Utilities, Phone & Internet: are all utilities, water, electricity, sewer, phone, internet etc. at end of Road F, or does it all have to be self-contained? (Question)

USACE’S RESPONSE: The contractor is responsible for visiting the site and verifying the availability of public utilities.

10) Regarding Sheet C-125 Road F, Transition from Concrete Entrance to Aggregate Road, C-125, Is F Road entrance @ HWY 61 concrete paving and asphalt? (With DEMO existing asphalt where new asphalt is going? (Question)

USACE’S RESPONSE: The new entrance is asphalt. After the installation of the new entrance, the existing entrance at the highway is to be removed. The word concrete will be removed by amendment.

11) Sheet C-120 & C-122 plans show no scales. Should we assume 1” = 60 feet as the other F roads? (Question)

USACE’S RESPONSE: Correct, same scale. This will be corrected via amendment.

12) Regarding CMP Table Sheet DT 106, Page 38, there are no specs for additional culvert LF/BE-1 on C-105 and C-112. (Question)

W912P821B0047

USACE’S RESPONSE: The culvert info for BE-1 is shown on sheet DT-104. On sheet, C-112 CC5 has been mislabeled, it should be CC4 and is included in the table on DT-106. This will be corrected via amendment.

13) Regarding the dewatering specs, page 422, in order to maintain dry working conditions, will centrifugal pumps with suction/discharge suffice in place of well points, wells or jet eductors? (Question)

USACE’S RESPONSE: Yes, provided the pumps provide dry working conditions.

14) Where will concrete at 3000 PSI be implemented other than fencing and signage?

USACE’S RESPONSE: No where else.

15) Regarding Road F/C-124, Page 29, we understand that the Contractor is to remove and haul off trash in ROW-Road F, are there other roads with trash on the ROW to load and haul off as well that are not called out on plans? (Question)

USACE’S RESPONSE: All locations of debris to be removed have been called out on the plans

16) On sheet C-139, page 13, the document scale reads 1”=200’, we are calculating a 1”=50’ scale, please clarify. (Question)

USACE’S RESPONSE: The scale on this sheet will be corrected by amendment.

17) Regarding the Borings on page 51-63, there is no Plate A on any of the 13 pages of borings. Can you supply a list of roads that these 13 borings were constructed on and their station location? (Question)

USACE’S RESPONSE: Will provide a location map of borings via amendment.

18) On sheet C-109, it’s calling to relocate a ditch on sheet DT 103. There is no sheet DT-103, please clarify. (Question)

USACE’S RESPONSE: This callout should refer to sheet CS-106, this will be corrected via amendment.

19) Regarding the stone base aggregate for the roads, can we use crushed concrete on roads if it meets same PI as specs for aggregate? (Question)

USACE’S RESPONSE: No.

W912P821B0047

20) Will burning be allowed on site for trees, or do they have to be cut up and hauled off? (Question)

USACE’S RESPONSE: Burning requirements are per Specification Section 31 11

00.00 12, please refer to Section 3.4 “DISPOSAL OF DEBRIS” for requirements.

21) Can we broadcast wood chips from chipper into adjacent areas on the jobsite?

(Question)

USACE’S RESPONSE: No, chips must be burned or removed from site, please refer to Section 3.4 “DISPOSAL OF DEBRIS” for requirements.

W912P821B0047

DEPARTMENT OF THE ARMY

NEW ORLEANS DISTRICT, CORPS OF ENGINEERS

7400 LEAKE AVENUE

NEW ORLEANS, LOUISIANA 70118-3651

REPLY TO

ATTENTION OF

Contracting Division Projects East Branch

ATTENTION BIDDERS

In preparing your bid -----

1. Have you signed the bid? Are all blank spaces filled in?

2. If signing on behalf of your company and not an offer thereof, have you attached evidence of your authority to sign the bid?

3. Have you acknowledged receipt of all amendments?

4. Have you checked your bid for possible errors? Arithmetically?

5. Have you furnished all information required by the invitation for bids or the specifications?

6. Are you submitting your bid on time?

7. If required by the solicitation, have you submitted a bid bond? Is it signed? Is it in the proper amount?

8. NOTE TO BIDDERS: Due to the response for COVID-19, most federal employees have been mandated to telework, and currently only authorized personnel are allowed access to the District buildings throughout USACE.

As a result, we have implemented the below procedures for all current and future bid openings, until such restrictions have been lifted and normal access has resumed at the MVN HQ Building.

9. Electronic Submission of Bids:

MVN will utilize the DoD Safe website for receipt of electronic bids under IFB Solicitations. In order to submit an electronic bid please follow these steps:

a. Send an email containing your name and email address to the Contracting Officer and Contract

Specialist associated with the IFB:

Contracting Officer – Ms. Veronica Garner-Flint, email: Veronica.Garner-Flint@usace.army.mil

Contract Specialist – Ms. Karen D. Hargrave, email: Karen.D.Hargrave@usace.army.mil

Contract Specialist – Ms. Melissa A. Vaughn, email: Melissa.A.Vaughn@usace.army.mil

b. The Contracting Officer or Contract Specialist will go to the DoD Safe site, input your name and email address, and then will request the file from you. You will then receive an automated email from the site with a unique link in the email.

c. Once the email with the link is received, please click on the link in the email, which will take you to the DoD Safe site.

d. This will be a unique webpage where you can upload your file. The default page will load with the box checked off next to, “Send me an email when each recipient picks up the files”. Please leave this box checked in order to receive a notification when the file is received from the Contracting Officer or Contract Specialist. Please leave unchecked, “Encrypt every file”. The site itself contains a high level

W912P821B0047 of security in which additional encryption is not required.

e. When you are ready to upload your bid file (please use pdf format for bid submission), you can either click the blue button which says, “Click to Add Files or Drag Them Here” to locate the file on your computer, or simply drag the file onto the screen.

f. In the Description box that appears after uploading your file, please type your Company Name.

g. Click the button that appears at the bottom of the page, “Drop-off Files”. A banner will pop-up asking for confirmation that your upload does not contain Classified Information. Click ok on the banner.

h. You will be taken to a confirmation page that should say, “Drop-Off Completed” at the top. This is your confirmation that your file was successfully uploaded to the site.

i. The Contracting Officer and Contract Specialist will receive an automated email stating that the file has been submitted. They will then send an email back to the company, confirming that they received the notice from the DoD Safe site.

j. The Bid Opening is currently scheduled for Tuesday, 3 August 2021 at 1:00 PM CST. The Contracting Officer and Contract Specialist will begin downloading bids at 12:00 PM CST, which is the bid receipt cutoff time. All bids received after 12:00 PM CST on Tuesday, 3 August 2021 will be considered late.

k. Following the conclusion of the bid opening, the Bid Abstract will be uploaded to SAM website under this solicitation, within 24-48 hours.

l. Bid Bonds (Offer Guarantee) should be submitted electronically with the Bid Package as per the scheduled Bid…