AM0008_Solicitation_W912P820B0043.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 9

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

31-Jul-2020

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(If applicable)

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

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

See Item 6

8. NAME AND ADDRESS OF CONTRACT OR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912P820B0043

X 9B. DATED (SEE ITEM 11)

03-Jun-2020

10A. MOD. OF CONTRACT /ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. T HIS ITEM ONLY APPLIES TO AMENDMENT S OF SOLICIT ATIONS

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 ofthe 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 telegramor letter, provided each telegramor letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNT ING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACT S/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. T HE ABOVE NUMBERED CONTRACT /ORDER IS MODIFIED TO REFLECT THE ADMINIST RATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORT H IN ITEM 14, PURSUANT TO THE AUT HORIT Y OF FAR 43.103(B).

C. T HIS SUPPLEMENT AL AGREEMENT IS ENTERED INTO PURSUANT TO AUT HORIT Y OF:

D. OTHER (Specify type of modification and authority)

E. IMPORT ANT : Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPT ION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Reference Solicitation No. W912P820B0043, for New Orleans to Venice, LA, 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.

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

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNIT ED STATES OF AMERICA

B Y (Signature of Contracting Officer)

16C. DATE SIGNED

31-Jul-2020

EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

30-105-04 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243 W912P820B0043-AM0008

W912P820B0043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES

SOLICITATION W912P820B0043, AMENDMENT 0008 ISSUED 31 JULY 2020.

BID OPENING DATE REMAINS UNCHANGED AS 06 AUGUST 2020 AT 02:00 PM CENTRAL.

THE FOLLOWING AMENDMENTS HAVE BEEN ISSUED: 0001, 0002, 0003, 0005, 0006, AND 0007.

EFFECTIVE WITH AMENDMENT 0008:

THE BID SCHEDULE, SUBMITTAL REGISTER, AND CLAUSE 52.222-54 HAVE BEEN

REVISED AND REPLACED; AND

SPECIFICATIONS SECTION 31 62 14.01 12 HAS BEEN ADDED.

PLEASE SEE THE ATTACHED REVISIONS.

W912P820B0043-AM0008

SECTION 00010 - SOLICITATION CONTRACT FORM

CLIN 0077

This CLIN has been renumbered to CLIN 0078.

CLIN 0078

This CLIN has been renumbered to CLIN 0079.

CLIN 0079

This CLIN has been renumbered to CLIN 0080.

52.222-54 EMPLOYMENT ELIGIBILITY VERIFICATION (OCT 2015)

(a) Definitions. As used in this clause--Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply that is--

(i) A commercial item (as defined in paragraph (1) of the definition at 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products. Per 46 CFR 525.1(c)(2), ``bulk cargo'' means cargo that is loaded and carried in bulk onboard ship without mark or count, in a loose unpackaged form, having homogenous characteristics. Bulk cargo loaded into intermodal equipment, except LASH or Seabee barges, is subject to mark and count and, therefore, ceases to be bulk cargo.

Employee assigned to the contract means an employee who was hired after November 6, 1986 (after November 27, 2009, in the Commonwealth of the Northern Mariana Islands), who is directly performing work, in the United States, under a contract that is required to include the clause prescribed at 22.1803. An employee is not considered to be directly performing work under a contract if the employee--

(1) Normally performs support work, such as indirect or overhead functions; and

(2) Does not perform any substantial duties applicable to the contract.

Subcontract means any contract, as defined in 2.101, entered into by a subcontractor to furnish supplies or services for performance of a prime contract or a subcontract. It includes but is not limited to purchase orders, and changes and modifications to purchase orders.

Subcontractor means any supplier, distributor, vendor, or firm that furnishes supplies or services to or for a prime Contractor or another subcontractor.

United States, as defined in 8 U.S.C. 1101(a)(38), means the 50 States, the District of Columbia, Puerto Rico, Guam, the Commonwealth of the Northern Mariana Islands, and the U.S. Virgin Islands.

(b) Enrollment and verification requirements.

(1) If the Contractor is not enrolled as a Federal Contractor in E-Verify at time of contract award, the Contractor shall—

(i) Enroll. Enroll as a Federal Contractor in the E-Verify program within 30 calendar days of contract award;

(ii) Verify all new employees. Within 90 calendar days of enrollment in the E-Verify program, begin to use E- Verify to initiate verification of employment eligibility of all new hires of the Contractor, who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire (but see paragraph (b)(3) of this section); and

(iii) Verify employees assigned to the contract. For each employee assigned to the contract, initiate verification within 90 calendar days after date of enrollment or within 30 calendar days of the employee's assignment to the contract, whichever date is later (but see paragraph (b)(4) of this section).

(2) If the Contractor is enrolled as a Federal Contractor in E-Verify at time of contract award, the Contractor shall use E-Verify to initiate verification of employment eligibility of--

(i) All new employees. (A) Enrolled 90 calendar days or more. The Contractor shall initiate verification of all new hires of the Contractor, who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire (but see paragraph (b)(3) of this section); or

(B) Enrolled less than 90 calendar days. Within 90 calendar days after enrollment as a Federal Contractor in E- Verify, the Contractor shall initiate verification of all new hires of the Contractor, who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire (but see paragraph (b)(3) of this section); or

(ii) Employees assigned to the contract. For each employee assigned to the contract, the Contractor shall initiate verification within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever date is later (but see paragraph (b)(4) of this section).

(3) If the Contractor is an institution of higher education (as defined at 20 U.S.C. 1001(a)); a State or local government or the government of a Federally recognized Indian tribe; or a surety performing under a takeover agreement entered into with a Federal agency pursuant to a performance bond, the Contractor may choose to verify only employees assigned to the contract, whether existing employees or new hires. The Contractor shall follow the applicable verification requirements at (b)(1) or (b)(2), respectively, except that any requirement for verification of new employees applies only to new employees assigned to the contract.

(4) Option to verify employment eligibility of all employees. The Contractor may elect to verify all existing employees hired after November 6, 1986 (after November 27, 2009, in the Commonwealth of the Northern Mariana Islands), rather than just those employees assigned to the contract. The Contractor shall initiate verification for each existing employee working in the United States who was hired after November 6, 1986 (after November 27, 2009, in the Commonwealth of the Northern Mariana Islands), within 180 calendar days of--

(i) Enrollment in the E-Verify program; or

(ii) Notification to E-Verify Operations of the Contractor's decision to exercise this option, using the contact information provided in the E-Verify program Memorandum of Understanding (MOU).

(5) The Contractor shall comply, for the period of performance of this contract, with the requirements of the E- Verify program MOU.

(i) The Department of Homeland Security (DHS) or the Social Security Administration (SSA) may terminate the Contractor's MOU and deny access to the E-Verify system in accordance with the terms of the MOU. In such case, the Contractor will be referred to a suspension or debarment official.

(ii) During the period between termination of the MOU and a decision by the suspension or debarment official whether to suspend or debar, the Contractor is excused from its obligations under paragraph (b) of this clause. If the suspension or debarment official determines not to suspend or debar the Contractor, then the Contractor must reenroll in E-Verify.

(c) Web site. Information on registration for and use of the E-Verify program can be obtained via the Internet at the Department of Homeland Security Web site: http://www.dhs.gov/E-Verify.

(d) Individuals previously verified. The Contractor is not required by this clause to perform additional employment verification using E-Verify for any employee--

(1) Whose employment eligibility was previously verified by the Contractor through the E-Verify program;

(2) Who has been granted and holds an active U.S. Government security clearance for access to confidential, secret, or top secret information in accordance with the National Industrial Security Program Operating Manual; or

(3) Who has undergone a completed background investigation and been issued credentials pursuant to Homeland Security Presidential Directive (HSPD)-12, Policy for a Common Identification Standard for Federal Employees and Contractors.

(e) Subcontracts. The Contractor shall include the requirements of this clause, including this paragraph (e) (appropriately modified for identification of the parties), in each subcontract that--

(1) Is for--(i) Commercial or noncommercial services (except for commercial services that are part of the purchase of a COTS item (or an item that would be a COTS item, but for minor modifications), performed by the COTS provider, and are normally provided for that COTS item); or

(ii) Construction;

(2) Has a value of more than $3,500; and

(3) Includes work performed in the United States.

(End of clause)

52.222-54 EMPLOYMENT ELIGIBILITY VERIFICATION (OCT 2015)

(a) Definitions. As used in this clause--Commercially available off-the-shelf (COTS) item—

(1) Means any item of supply that is--

(i) A commercial item (as defined in paragraph (1) of the definition at 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products. Per 46 CFR 525.1(c)(2), ``bulk cargo'' means cargo that is loaded and carried in bulk onboard ship without mark or count, in a loose unpackaged form, having homogenous characteristics. Bulk cargo loaded into intermodal equipment, except LASH or Seabee barges, is subject to mark and count and, therefore, ceases to be bulk cargo.

Employee assigned to the contract means an employee who was hired after November 6, 1986 (after November 27, 2009, in the Commonwealth of the Northern Mariana Islands), who is directly performing work, in the United States, under a contract that is required to include the clause prescribed at 22.1803. An employee is not considered to be directly performing work under a contract if the employee--

(1) Normally performs support work, such as indirect or overhead functions; and

(2) Does not perform any substantial duties applicable to the contract.

http://www.dhs.gov/E-Verify

Subcontract means any contract, as defined in 2.101, entered into by a subcontractor to furnish supplies or services for performance of a prime contract or a subcontract. It includes but is not limited to purchase orders, and changes and modifications to purchase orders.

Subcontractor means any supplier, distributor, vendor, or firm that furnishes supplies or services to or for a prime Contractor or another subcontractor.

United States, as defined in 8 U.S.C. 1101(a)(38), means the 50 States, the District of Columbia, Puerto Rico, Guam, the Commonwealth of the Northern Mariana Islands, and the U.S. Virgin Islands.

(b) Enrollment and verification requirements.

(1) If the Contractor is not enrolled as a Federal Contractor in E-Verify at time of contract award, the Contractor shall--

(i) Enroll. Enroll as a Federal Contractor in the E-Verify program within 30 calendar days of contract award;

(ii) Verify all new employees. Within 90 calendar days of enrollment in the E-Verify program, begin to use E-Verify to initiate verification of employment eligibility of all new hires of the Contractor, who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire (but see paragraph (b)(3) of this section); and

(iii) Verify employees assigned to the contract. For each employee assigned to the contract, initiate verification within 90 calendar days after date of enrollment or within 30 calendar days of the employee's assignment to the contract, whichever date is later (but see paragraph (b)(4) of this section).

(2) If the Contractor is enrolled as a Federal Contractor in E-Verify at time of contract award, the Contractor shall use E-Verify to initiate verification of employment eligibility of--

(i) All new employees. (A) Enrolled 90 calendar days or more. The Contractor shall initiate verification of all new hires of the Contractor, who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire (but see paragraph (b)(3) of this section); or

(B) Enrolled less than 90 calendar days. Within 90 calendar days after enrollment as a Federal Contractor in E- Verify, the Contractor shall initiate verification of all new hires of the Contractor, who are working in the United States, whether or not assigned to the contract, within 3 business days after the date of hire (but see paragraph (b)(3) of this section); or

(ii) Employees assigned to the contract. For each employee assigned to the contract, the Contractor shall initiate verification within 90 calendar days after date of contract award or within 30 days after assignment to the contract, whichever date is later (but see paragraph (b)(4) of this section).

(3) If the Contractor is an institution of higher education (as defined at 20 U.S.C. 1001(a)); a State or local government or the government of a Federally recognized Indian tribe; or a surety performing under a takeover agreement entered into with a Federal agency pursuant to a performance bond, the Contractor may choose to verify only employees assigned to the contract, whether existing employees or new hires. The Contractor shall follow the applicable verification requirements at (b)(1) or (b)(2), respectively, except that any requirement for verification of new employees applies only to new employees assigned to the contract.

(4) Option to verify employment eligibility of all employees. The Contractor may elect to verify all existing employees hired after November 6, 1986 (after November 27, 2009, in the Commonwealth of the Northern Mariana Islands), rather than just those employees assigned to the contract. The Contractor shall initiate verification for each existing employee working in the United States who was hired after November 6, 1986 (after November 27, 2009, in the Commonwealth of the Northern Mariana Islands), within 180 calendar days of--

(i) Enrollment in the E-Verify program; or

(ii) Notification to E-Verify Operations of the Contractor's decision to exercise this option, using the contact information provided in the E-Verify program Memorandum of Understanding (MOU).

(5) The Contractor shall comply, for the period of performance of this contract, with the requirements of the E- Verify program MOU.

(i) The Department of Homeland Security (DHS) or the Social Security Administration (SSA) may terminate the Contractor's MOU and deny access to the E-Verify system in accordance with the terms of the MOU. In such case, the Contractor will be referred to a suspension or debarment official.

(ii) During the period between termination of the MOU and a decision by the suspension or debarment official whether to suspend or debar, the Contractor is excused from its obligations under paragraph (b) of this clause. If the suspension or debarment official determines not to suspend or debar the Contractor, then the Contractor must reenroll in E-Verify.

(c) Web site. Information on registration for and use of the E-Verify program can be obtained via the Internet at the Department of Homeland Security Web site: http://www.dhs.gov/E-Verify.

(d) Individuals previously verified. The Contractor is not required by this clause to perform additional employment verification using E-Verify for any employee--

(1) Whose employment eligibility was previously verified by the Contractor through the E-Verify program;

(2) Who has been granted and holds an active U.S. Government security clearance for access to confidential, secret, or top secret information in accordance with the National Industrial Security Program Operating Manual; or

(3) Who has undergone a completed background investigation and been issued credentials pursuant to Homeland Security Presidential Directive (HSPD)-12, Policy for a Common Identification Standard for Federal Employees and Contractors.

(e) Subcontracts. The Contractor shall include the requirements of this clause, including this paragraph (e) (appropriately modified for identification of the parties), in each subcontract that--

(1) Is for--(i) Commercial or noncommercial services (except for commercial services that are part of the purchase of a COTS item (or an item that would be a COTS item, but for minor modifications), performed by the COTS provider, and are normally provided for that COTS item); or

(ii) Construction;

(2) Has a value of more than $3,500; and

(3) Includes work performed in the United States.

(End of clause) http://www.dhs.gov/E-Verify

CLIN 0077 is added as follows:

AMOUNT

OPTION Dynamic Pile Load Tests - OW-1

FFP

FOB: Destination

PSC CD: Y1PZ

NET AMT

DELIVERIES AND PERFORMANCE

The following Delivery Schedule Item has been deleted from CLIN 0077:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

242,000 CONTRACTING DIVISION B2P0000 B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

The following Delivery Schedule item has been added to CLIN 0077:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

4 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 0078:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

1 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0077 4 Each

The following Delivery Schedule Item has been deleted from CLIN 0079:

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 0080 has been added:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

64 CONTRACTING DIVISION B2P0000

7400 LEAKE AVE

ROOM 172

NEW ORLEANS LA 70118

FOB: Destination

B2P0000

INSPECTION AND ACCEPTANCE

The following Acceptance/Inspection Schedule was added for CLIN 0077:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 AM0007 REVISIONS 87 24-JUL-2020 to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 2 AM0008_Revisions 31 31-JUL-2020

(End of Summary of Changes)

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.

SUBMITTAL REGISTER

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

NEW SECTION 31 62 14.01 12

Add the attached new Section 31 62 14.01 12.

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

0022 Surfacing, Temporary Roads 1,220 CY

0023 High Strength Geotextile – 420 lb/in 12,400 SY

0024 High Strength Geotextile – 1,420 lb/in 31,050 SY

0025 Temporary By-Pass Ditches 1 JOB

TOTAL BASE WORK: $

OPTIONAL WORK 1 (OW-1)

0026 Mobilization and Demobilization - OW-1 1 JOB

0027 Truck Wash-Down Rack - OW-1 1 JOB

0028 Silt Fences - OW-1

0028AA First 21,300 LF 21,300 LF

0028AB All over 21,300 LF 4,270 LF

0029 Traffic Control and Coordination - OW-1 1 JOB

0030 Construction Dewatering - OW-1 1 JOB

0031 Clearing and Grubbing (Phase I) - OW-1 1 JOB

0032 Drainage Canal Excavation - OW-1 59,000 CY

0033 Preload Excavation - OW-1 1 JOB

0034 Drainage Ditch Excavation - OW-1 7,600 CY

0035 8” HDPE Waterline (DR11) - OW-1 2,300 LF

0036 2” HDPE Waterline (DR11) - OW-1 1,300 LF

0037 Distribution Piping Air Release Valves -

OW-1 3 EA

0038 Bedding - OW-1 1,410 CY

0039 New Water Valve and Manhole - OW-1 2 EA

0040 Remove Existing Water Valve and Water Valve Manhole - OW-1 1 JOB

0041 Remove and Reinstall Existing Fire Hydrant - OW-1 1 EA

0042 Sewer Lift Station No. 283 – OW-1 1 JOB

0043 Sewer Lift Station No. 289 – OW-1 1 JOB

0044 8” HDPE Sewer Force Main (DR11) -

OW-1 2,400 LF

00010-5 ED 18-083

0045 6” HDPE Sewer Force Main (DR11) -

OW-1 1,050 LF

0046 8” Air Release Valve - OW-1 1 EA

0047 6” Air Release Valve - OW-1 1 EA

0048 Embankment, Compacted Fill (Phase 1) -

OW-1

0048AA First 439,370 CY 439,370 CY

0048AB All over 439,370 CY 155,070 CY

0049 Uncompacted Clay Canal Backfill - OW-1 39,320 CY

0050 Seeding and Mulching (Phase I) - OW-1 39 AC

0051++ Lime Soil Amendment - OW-1 39 TON

0052++ Sulfur Soil Amendment - OW-1 20 TON

0053 Fertilizer – OW-1

0053AA First 11,700 LBS 11,700 LBS

0053AB All Over 11,700 LBS 1,770 LBS

0054 Reinforced Concrete, East Drainage Structure – OW-1 1 JOB

0055 Reinforced Concrete, West Drainage Structure – OW-1 1 JOB

0056 Steel H-Piling – OW-1 9,310 LF

0057 Piling, Steel Sheet, Type PZ-27 - OW-1 3,080 SF

0058 Structural Steel Slide Gates - OW-1 1 JOB

0059 Structural Excavation - OW-1 1 JOB

0060 Vertical Wick Drains - OW-1 1 JOB

0061 Preloads – OW-1 1 JOB

0062 Structural Backfill - OW-1 1 JOB

0063 Surfacing - OW-1 2,190 CY

0064 Separator Geotextile - OW-1 7,590 SY

0065 Surfacing, Temporary Detour Roads -

OW-1 1,670 CY

0066 Asphaltic Pavement - OW-1 6,130 SY

0067 Pavement Markings - OW-1 1 JOB

0068 96” SRPE Pipeline - OW-1 1,130 LF

0069 48” SRPE Pipeline - OW-1 172 LF

00010-6 ED 18-083

0070 Sand Culvert Base - OW-1 1,410 CY

0071 Electrical Systems – OW-1 1 JOB

0072 Wood Fencing and Gate – OW-1 1 JOB

0073 High Strength Geotextile – 420 lb/in –

OW-1 27,040 SY

0074 High Strength Geotextile – 1,420 lb/in –

OW-1 56,450 SY

0075 High Strength Geotextile – 2,450 lb/in –

OW-1 86,000 SY

0076 Temporary By-Pass Ditches – OW-1 1 JOB

0077* Dynamic Pile Load Tests – OW-1 4 EA

TOTAL OW-1 $

TOTAL BASE + OW-1 $

OPTIONAL WORK 2 (OW–2)

0078 Embankment, Compacted Fill (Phase II) –

OW-2 242,000 CY

0079 Clearing (Phase II) – OW-2 1 JOB

0080 Seeding and Mulching (Phase II) – OW-2 64 AC

TOTAL OW-2 $

TOTAL BASE + OW-2

TOTAL BASE + OW-1 + OW-2 $

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

* Denotes a change from the previous Bidding Schedule. Item numbers 0078, 0079, and 0080 reflect changes due to the addition of item 0077.

The unit “JOB” as used in this Bidding Schedule is synonymous with the term “Lump Sum”.

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).

00010-7 ED 18-083

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

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 OPTION WORK Items by written notice to the Contractor. If implemented, the Government will exercise the optional work no later than 250 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 exercised by the Contracting Officer, all required work for Phase 2 (Optional) construction shall be performed by the Contractor as described herein and as shown on the drawings, at any time thereafter during the contract period. Optional 2 work will not be awarded before Option 1 work

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 the contract, the time required for completion of the contract shall be OW-1 (786) and OW-2 (588) calendar days in addition to the original contract duration of 404 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)". The time adjustment given as a result of exercising the option includes the one (1) year wait period between the completion of the Base Work and commencement of the Optional Work as described in Section 01100,paragraph

CONSTRUCTION SEQUENCE.

OPTIONAL WORK Additional Calendar Days

OW-1 786

OW-2 588

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

00010-8 ED 18-083

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

Item Nos. 0003, 0010, 0016, 0028, 0048, and 0053 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, 0010, 0016, 0028, 0048, and 0053.

(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, 0010, 0016, 0028, 0048, and 0053 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, 0010, 0016, 0028, 0048, and 0053 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)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 15 PAGES

NOV-NF-W-05a.2 Non-federal levee Myrtle Grove to Woodpark

01 32 17.00 20 SD-01 Preconstruction Submittals

1.6 GQualifications

1.4 GBaseline Network Analysis

Schedule SD-11 Closeout Submittals

1.8.2 GAs-Built Schedule

01 33 00 SD-01 Preconstruction Submittals

1.7 GSubmittal Register

01 45 04.00 10 SD-01 Preconstruction Submittals

3.2 G CDContractor Quality Control Plan

01 55 26.00 12 SD-01 Preconstruction Submittals

3.2 GTraffic Control Device Plan

01 57 20.00 12 SD-01 Preconstruction Submittals

1.6.1 G PDR-Environmental Pollution Control

Plan

01 57 23.00 12 SD-04 Samples 2.1.1Silt Fence Geotextile

SD-07 Certificates 2.1.1Silt Fence Geotextile

01 78 02.00 10 SD-02 Shop Drawings

1.3.1 G DO'As-Built' Drawings

03 11 14.00 12 SD-02 Shop Drawings

1.7 GShop Drawings

SD-03 Product Data

2.1 GMaterials

SD-05 Design Data

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 15 PAGES

03 11 14.00 12 3.2.1Formwork Not Supporting Weight of Concrete

SD-06 Test Reports 1.8Quality Control

3.2 GForm Removal

03 15 13.00 12 SD-02 Shop Drawings

2.2 GWaterstops

SD-03 Product Data 2.1.1Preformed Expansion Joint Filler 2.1.2.1Sealant 2.2Waterstops

SD-04 Samples 2.1.2.1Sealant 2.3.2.2Non-metallic Material

SD-07 Certificates 2.1.1Preformed Expansion Joint Filler 2.1.2.1Sealant 2.2Waterstops

03 21 00.00 12 SD-02 Shop Drawings

3.1 GFabrication and Placement

SD-03 Product Data

2.1 GMaterials

SD-06 Test Reports 1.5.1Material 1.5.2Tests, Inspections, and

Verifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 15 PAGES

03 31 00.00 12 SD-03 Product Data

2.2 G DOConcrete Mixture Proportions

2.1.2 G DOAggregates

3.1.2Batch Plant 3.1.3Concrete Mixers 3.1.4Conveying Equipment and

Methods 3.3Placing Equipment and Methods

2.1.6 G DONonshrink Grout

SD-05 Design Data

3.2.4 GConstruction Joint Treatment

3.5 G DOCuring and Protection

3.3.4 G DOCold-Weather Placing

3.3.5 G DOHot-Weather Placing

SD-06 Test Reports

3.7.2 GTesting and Inspection for

Contractor Quality Control 3.7.2.13Uniformity of Concrete Mixing 3.7Tests and Inspections

SD-07 Certificates

3.7.1 GQualifications

3.7.1testing technicians 3.7.1concrete construction special inspector

2.1.1 GCementitious Materials

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 15 PAGES

03 31 00.00 12 2.1.4.1 GImpervious-Sheet Curing Materials

2.1.3.1 GAir-Entraining Admixture

2.1.3.4 GOther Chemical Admixtures

2.1.4.2 GMembrane-Forming Curing

Compound

2.1.7 GLatex Bonding Compound

03 42 13.00 10 SD-01 Preconstruction Submittals 1.4.2.2Quality Control Procedures

SD-02 Shop Drawings

2.1.1 GStandard Precast Units

2.1.2 GCustom-Made Precast Units

3.2.4.3Special Finishes

SD-03 Product Data 2.1.1Standard Precast Units 2.1.3Proprietary Precast Units 3.1.3Embedded Items 2.2.6Accessories

SD-05 Design Data

2.1.2 GDesign Calculations

2.1.5.1Concrete Mix Proportions

SD-06 Test Reports 1.4.2.4Test Reports

SD-07 Certificates 1.4.2.2Quality Control Procedures

SD-11 Closeout Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 15 PAGES

03 42 13.00 10 2.2.1Recycled content for fly ash and pozzolan

2.2.1Recycled content for Ground Iron Blast-Furnace Slag

2.2.1 SRecycled content for Silica Fume

2.2.1Recycled content for Synthetic

Fiber Reinforcement 2.2.1Recycled content for steel

05 50 03.00 12 SD-02 Shop Drawings

2.1.1 GShop Drawings

3.1.1 GShop Drawings

3.4.1.4 GWelding Procedure Specifications

(WPS)

3.4.2.3 GWelding Procedure Specifications

(WPS)

3.5.2 GWelding Procedure Specifications

(WPS)

3.4.1.5 GWelder, Welding Operator and

Tacker Qualifications and Certifications

3.4.2.4 GWelder, Welding Operator and

Tacker Qualifications and Certifications

3.5.3 GWelder, Welding Operator and

Tacker Qualifications and Certifications

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05 50 03.00 12 3.4.1.4 GProcedure Qualification Report

(PQR)

3.8.1 GInspector Qualification

Certification

1.5.2.2 GNondestructive Testing

Procedures

SD-03 Product Data 1.5.1Materials

SD-07 Certificates

3.4.1.5 GCertificates

05 50 13 SD-02 Shop Drawings

2.1.1 GShop Drawings

3.1.1 GShop Drawings

3.2.1.4 GWelding Procedure Specifications

(WPS)

3.3.2 GWelding Procedure Specifications

(WPS)

3.2.1.5 GWelder, Welding Operator and

Tacker Qualifications and Certifications

3.3.3 GWelder, Welding Operator and

Tacker Qualifications and Certifications

3.2.1.4 GProcedure Qualification Report

(PQR)

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 15 PAGES

05 50 13 3.5.1 GInspector Qualification Certification

1.5.2.2 GNondestructive Testing

Procedures

SD-03 Product Data 2.1Materials 2.1.4Aluminum Railings 2.1.4Fittings 2.1.2.4Ladders

SD-07 Certificates

3.2.1.5 GCertificates

09 97 02.01 12 SD-03 Product Data

1.7 GSafety and Health Provisions

1.7.6.2 GRespirators

1.7.6.1 GCertified Laboratory

1.8 GMedical Status

1.10.2.1 GPM-10 Monitoring

SD-04 Samples

2.1 GSpecial Paint Formulas

2.2 GPaint Formulations

3.1.1Solvent

3.2.11.1 GThinner

SD-06 Test Reports

1.10.2.1 GPM-10 Monitoring

1.7.6.1 GCertified Laboratory

3.4 GInspection

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 15 PAGES

09 97 02.01 12 SD-07 Certificates

1.5 GQualifications

1.5.2 GCoating Thickness Gage

Qualification 22 13 29 SD-02 Shop Drawings

3.2 GEquipment Installation

SD-03 Product Data

2.1Materials and Equipment 3.4Framed Instructions 1.5Spare Parts

SD-06 Test Reports 3.5Field Testing and Adjusting

Equipment SD-10 Operation and Maintenance Data

3.7 GOperating and Maintenance

Manuals

26 20 00 SD-02 Shop Drawings

2.12 GPanelboards

2.13Transformers

SD-03 Product Data

2.11 GReceptacles

2.12.3 GCircuit breakers

2.10 GSwitches

2.13 GTransformers

2.21 GMetering

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 15 PAGES

26 20 00 2.2 GConduit

2.7 GCables

2.22 GSurge protective devices

31 05 19.05 12 SD-01 Preconstruction Submittals

1.6.1 GWork Plan

SD-06 Test Reports Geotextile

SD-07 Certificates Geotextile

31 07 00 SD-03 Product Data

3.1 GSequence and Method of

Installation

2.1.1 GVertical Wick Drains

SD-04 Samples

2.1.3 GSamples

SD-06 Test Reports 3.1.11Daily Checklists

SD-07 Certificates

2.1.3 GCompletion and Performance

1.5Wick Survey

31 09 13.00 09 SD-01 Preconstruction Submittals

3.2 G ECContractor's Personnel Résumés

SD-03 Product Data

2.1 G ECFactory/Manufacturer Information

SD-05 Design Data

3.2 G ECContractor Installation Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 15 PAGES

31 09 13.00 09 SD-06 Test Reports

3.1 G ECInstrumentation Testing

SD-07 Certificates 2.7Instrumentation Calibration

SD-11 Closeout Submittals

3.2 G ECAs-Built Plans

31 23 19.00 12 SD-01 Preconstruction Submittals

1.10 GDewatering Plan

31 41 16.00 12 SD-02 Shop Drawings

2.1.3 G DOShop Drawings

2.1.3 G DOSubstitute Sheet Piling

Submittals SD-03 Product Data

1.9.1 GEquipment Descriptions

SD-05 Design Data

2.1.3 GSubstitute Sheet Piling

Submittals

SD-06 Test Reports 1.9.1Driving Records

SD-07 Certificates 1.10Materials Test Certificates

31 62 14.01 12 SD-01 Preconstruction Submittals GDynamic Pile Testing Work Plan

SD-03 Product Data

1.9.2 GPile Driving and Test Equipment

1.7 GPile Test Equipment Calibration

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31 62 14.01 12 SD-06 Test Reports 1.9Dynamic Pile Test Report

3.3.3DYNAMIC PILE TEST REPORTS

31 62 16.00 12 SD-01 Preconstruction Submittals

1.6 GEquipment Description

SD-02 Shop Drawings

2.1 GShop Drawings

SD-06 Test Reports 1.5.1Driving Records

SD-07 Certificates 1.6Material Tests

32 12 16.00 12 SD-03 Product Data

3.5.1 G EDSAsphalt Concrete Mixtures

SD-07 Certificates 2.2.1Asphalt Prime Coat 2.2.2Asphalt Tack Coat 2.2.3.2Asphalt Cement

32 15 00.01 12 SD-06 Test Reports

1.6.2 GSampling and Testing

32 17 24.00 10 SD-03 Product Data

1.4 GEquipment

2.6.1Composition Requirements 1.6.1Qualifications

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32 17 24.00 10 2.2.1Volatile Organic Compound

(VOC)

32 31 13 SD-02 Shop Drawings 1.5Fence Assembly 3.15.1Location of Gate, Corner, End, and Pull Posts 1.5Gate Assembly 2.20Gate Hardware and Accessories

SD-03 Product Data 1.5Fence Assembly 1.5Gate Assembly 2.20Gate Hardware and Accessories

SD-07 Certificates 2.2Zinc Coating 2.3Fabric 2.13Stretcher Bars 2.20Gate Hardware and Accessories 3.3Concrete

SD-08 Manufacturer’s Instructions 1.5Fence Assembly 1.5Gate Assembly 1.5Hardware Assembly 1.5Accessories

32 31 15 SD-02 Shop Drawings 1.4Installation Drawings 1.4Fence Installation

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32 31 15 Location of gate and posts 1.4Gate Assembly 1.4Gate Hardware and Accessories

SD-03 Product Data 1.4Manufacturer's Instructions 1.4Gate Assembly 1.4Gate Hardware and Accessories

SD-04 Samples Posts Rails Pickets

1.5Gate Posts 1.4Gate Hardware and Accessories 1.5Padlocks

32 92 19.04 12 SD-07 Certificates 2.1.3Seed

1.9 G PMTurf Establishment Plan

33 05 23.13 SD-01 Preconstruction Submittals

1.6 GStatement of Qualifications and

Records SD-03 Product Data

1.6 GPolyethylene Pipe

1.6 GDrilling Fluids

1.6 GAdditives

1.6 GMixtures

1.6Safety Data Sheets

SD-05 Design Data

3.1.2 GSecondary Containment Plan

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33 05 23.13 SD-06 Test Reports 1.6Soil Test Data

SD-07 Certificates 2.1.1Drill Rod

SD-11 Closeout Submittals 3.3Record Drawings 3.3Complete Work Logs of Guided

Directional Drill Operations 33 11 00 SD-03 Product Data

2.2 GPipe, Fittings, Joints and

Couplings

2.3 GValves

2.3.6 GValve Boxes

2.4.1 GHydrants

3.2.2.5 GPipe Anchorage

2.5.4.1 GCorporation Stops

1.5.2.1 GBackflow Preventers

SD-06 Test Reports

3.2.6 GBacteriological Samples

SD-07 Certificates 2.2Pipe, Fittings, Joints and

Couplings 2.2.1.1Lining 2.2.2.1.1Lining for Fittings 2.3Valves 2.4.1Hydrants

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33 11 00 1.5.2.1.2Backflow Prevention Training Certificate

1.5.2.1.1Backflow Tester 3.2.6Disinfection Procedures

SD-08 Manufacturer’s Instructions 3.2.1Manufacturer's Instructions

33 34 00 SD-06 Test Reports 3.2Hydrostatic Tests

33 42 13.01 09 SD-07 Certificates

2.1 G EDMaterials

33 43 14.01 09 SD-07 Certificates

2.1 G EDMaterials

35 20 16.26 12 SD-02 Shop Drawings

1.7 GShop Drawings

1.7 GDimensional Outline Drawings

SD-03 Product Data 1.17Hoist Lubricant

SD-10 Operation and Maintenance Data

1.14.1Gate 1.14.1Hoist 1.14.1Portable Gas Actuator 1.14.2Spare Parts List

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