B3_AMEND-0002_W9126G18B0002.pdf

W45VAK71887067

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

Unrestricted Procurement for Freeport Harbor Placement Area 1, Freeport, Texas, Brazoria County, Texas is hereby amended as follows:

Continued on page 2:

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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 W9126G18B0002

X 9B. DATED (SEE ITEM 11)

15-Nov-2017

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

19-Dec-2017

CODE

US ARMY CORPS OF ENGINEERS FORT WORTH

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M3ODXMAN

Text Box

W9126G18B0002

A0002-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G18B0002, Freeport Harbor, Texas, Placement Area No. 1 in Brazoria County, Texas, Containment Dike Raise, are hereby amended as follows:

THE BID OPENING DATE IS HEREBY RESCHEDULED FOR TUESDAY, 26 DECEMBER

2017, AT 2:00 P.M. LOCAL TIME.

a) Specifications.

(1) Section 00 11 00.00 45 – BID SCHEDULE – The enclosed Section 00 11 00.00 45, BID SCHEDULE supersedes that issued with this Solicitation.

(2) Section 01 22 00.10 – MEASUREMENT AND PAYMENT – The enclosed Section 01 22 00.10, MEASUREMENT AND PAYMENT supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

2 Encls:

1. Section 00 11 00.00 45, BID SCHEDULE

2. Section 01 22 00.10, MEASUREMENT AND PAYMENT

SWG FILE NO.:BRAZ 501-441 SOLICITATION NO.:W9126G18B0002

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.1.3 Option No. 2

1.1.4 Option No. 3

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0002 TO SOLICITATION NO. W9126G18B0002)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0002

PART 1 GENERAL

1.1 BID SCHEDULE

BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization 1 JOB SUM $___________

0002 New Drop-Outlet Structure 1 JOB SUM $___________

0003 Demolish and Removal of Existing Drop-Outlet Structures

1 JOB SUM $___________

0004 As-Built Drawings

1 JOB SUM $___________

0005 Embankment Construction 144,000 C.Y. $_________ $___________

0006 Access Dike Foundation Preparation - Excavation of Subgrade

7,900 C.Y. $_________ $___________

DOCUMENT 00 11 00.00 45 Page 2

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0007 Access Dike Foundation Preparation - Soil Stabilization Subgrade

2,418 C.Y. $_________ $___________

0008 Access Dike - Geotextile 1,769 S.Y. $_________ $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time stated in SECTION 00 73 00.00 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.

DOCUMENT 00 11 00.00 45 Page 3

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0009 Training Dike 32,324 C.Y. $_________ $___________

0010 Training Dike Foundation Preparation - Soil Stabilization Subgrade

38,545 C.Y. $_________ $___________

0011 Training Dike - Geotextile 16,165 S.Y. $_________ $___________

TOTAL OPTION NO. 1 $___________

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1 $___________

NOTE FOR OPTION NO. 1: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 60 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 4

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.3 Option No. 2

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 2

0012 Perimeter Ditches 12,817 L.F. $_________ $___________

Lateral Ditches

7,600 L.F. $_________ $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1, OPTIONS NO. 1 AND 2 $___________

NOTE FOR OPTION NO. 2: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 60 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 5

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.4 Option No. 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

0014 Additional Perimeter Ditches

3,945 L.F. $_________ $___________

TOTAL OPTION NO. 3 $___________

TOTAL SCHEDULE NO. 1, OPTIONS NO. 1, 2 AND 3 $___________

NOTE FOR OPTION NO. 3: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. No additional time will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 6

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

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 the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Measurement

1.1.2 New Drop-Outlet Structure

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Demolish and Remove the Existing Drop-outlet Structures

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 As-Built Drawings

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Embankment Construction

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Access Dike Foundation Preparation - Excavation of Subgrade

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Access Dike Soil Stabilization Subgrade

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Geotextile

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Training Dike

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Training Dike Soil Stabilization Subgrade

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Perimeter Ditches and Lateral Ditches

1.2.7.1 Payment

1.2.7.2 Monthly Progress Partial Payments

1.2.7.3 Measurement

1.2.7.4 Monuments for Measurement

1.2.7.5 Unit of Measure

SECTION 01 22 00.10 Page 1

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.10 Page 2

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

AMENDMENT NO. 0002

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BID SCHEDULE and specified below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing the work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with "Mobilization and Demobilization", in Schedule No. 1, as defined in the SECTION 00 72 00 CONTRACT CLAUSES. Payment for costs in connection with the plant necessary to perform the work, to include transportation and other costs incidental to delivery of the plant and other equipment to the general work area in condition ready for operation, and after completion of the work for removal of the plant and equipment from the work site.

1.1.1.2 Measurement

Unit of measure: Job.

1.1.2 New Drop-Outlet Structure

1.1.2.1 Payment

Payment for "New Drop-Outlet Structure," in Schedule No. 1, will be made for costs associated with materials, labor, equipment, for fabrication and installation of a new drop-outlet structure which will include, but is not limited to, foundation piles, reinforced concrete footing, grading, walkway, handrails, associated earth works, new Cast-In-Place reinforced concrete junction box, reinforced concrete pipe (RCP), and any other work in connection therewith.

1.1.2.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00.10 Page 3

1.1.3 Demolish and Remove the Existing Drop-outlet Structures

1.1.3.1 Payment

Payment for "Demolish and Remove the Existing Drop-Outlet Structures," in Schedule No. 1, will be made for costs associated with labor, equipment, demolishing and removal of the existing drop-outlet structures, which will include removal of structural members, foundation piles, footings, discharge pipes, existing reinforced concrete junction box, catwalk, grading, excavation required for its removal, and any other work in connection therewith.

1.1.3.2 Unit of Measure

Unit of measure: job.

1.1.4 As-Built Drawings

1.1.4.1 Payment

The Contract price for "As-Built Drawings," in Schedule No. 1, will include all labor, equipment, material and supplies required to prepare the requisite drawings delivering them in the manner specified in the SECTION

01 78 00.00 45 CLOSEOUT SUBMITTALS.

1.1.4.2 Unit of Measure

Unit of Measure: job

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work in this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and specified below. The unit price and payment made for each item listed shall constitute full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing the work required for each of the unit price items.

1.2.1 Embankment Construction

1.2.1.1 Payment

Payment for "Embankment Construction," in Schedule No. 1, will be made for costs associated with construction of perimeter containment dike and new access dike; and will include stripping, excavation, hauling, placement, shaping and semi-compaction of fill materials, and any other work in connection therewith.

1.2.1.2 Measurement

The total quantity of fill material placed to raise the dike or embankment will be measured by the in-place volume of material removed from the designated borrow area as computed by the average end area method. The end area is that bound by the original ground line established by field cross sections and the excavated surface. Surveys of the borrow area shall be taken after the surface has been cleared and stripped and again after excavation in the borrow area has been completed. Cross sections shall be

SECTION 01 22 00.10 Page 4 taken at intervals not exceeding 50 linear feet. The Contractor shall conduct the original and final surveys and surveys for any periods for which progress payments are requested in accordance with the CONTRACT CLAUSE entitled QUANTITY SURVEYS. The quantity to be paid for will be determined from these cross sections.

1.2.1.3 Unit of Measure

Unit of measure: cubic yard.

1.2.2 Access Dike Foundation Preparation - Excavation of Subgrade

1.2.2.1 Payment

Payment for "Access Dike Foundation Preparation - Excavation of Subgrade," in Schedule No. 1, will be made for costs associated with executing the excavation work required to prepare the new access dike foundation area.

The price for excavation of the existing subgrade materials will include the costs associated with temporarily stockpiling the material on site as may be necessary and disposing materials that cannot be permanently stockpiled within the Placement Area. Payment will also include incidental items such as care of water, temporary shoring, sloping and/or benching of subgrade material, safety measures, and the Contractor's costs to restore embankment areas disturbed as a result of the Contractor's construction activities to complete the work specified herein.

1.2.2.2 Measurement

The total quantity of material excavated for which payment will be made will be the theoretical quantity between the existing ground surface as determined by a survey and the grade and slope of the theoretical cross sections shown. No allowance will be made for overdepth excavation or for the removal of material beyond the required neat lines, accounting for the allowed surface tolerance, unless the over-excavation has been otherwise allowed for as specified or has been specifically directed.

1.2.2.3 Unit of Measure

Unit of measure: cubic yard.

1.2.3 Access Dike Soil Stabilization Subgrade

1.2.3.1 Payment

Payment for "Access Dike Foundation Preparation - Soil Stabilization Subgrade", in Schedule No. 1, will be made for costs associated with all tools, equipment, supplies, labor, and safety measures required for subgrade soil stabilization in preparation of the new access dike foundation area. The work includes, but is not limited to, items such as loosening, mixing, spreading, drying, applying of fly-ash and/or applying of lime, water content of the slurry, shaping, maintaining, all manipulations and compaction required; as well as any hauling and freight andincidentals necessary to complete the work as specified in SECTION

31 32 13.26 45 LIME-FLY-ASH SOIL STABILIZATION.

1.2.3.2 Measurement

The total quantity of material to be replaced for which Payment will be made will be that of theoretical quantity of the proposed cross sections as

SECTION 01 22 00.10 Page 5 shown on the plans. No allowance will be made if none of the treated subgrade material is not replaced to proposed neat lines as shown on the plans, accounting for the allowed surface tolerances, unless otherwise specified or directed.

1.2.3.3 Unit of Measure

Unit of measure: cubic yard.

1.2.4 Geotextile

1.2.4.1 Payment

Payment for "Access Dike - Geotextile," in Schedule No. 1, and "Training Dike - Geotextile," in Option No. 1 will constitute full compensation for providing plant, labor, material, and equipment, and performing the operations necessary for the complete and satisfactory installation of the geotextile shown. No payment will be made for additional or replaced geotextile resulting from contamination or damage caused by the Contractor or the Contractor's negligence.

1.2.4.2 Measurement

Measurement for geotextile installed will be in square yards of the as-built surface area covered by geotextile. No additional allowance will be made for overlaps, waste, damaged material, repairs, or geotextile used for the Contractor's convenience.

1.2.4.3 Unit of Measure

Unit of measure: square yard

1.2.5 Training Dike

1.2.5.1 Payment

Payment for "Training Dike," in Option No. 1, will be made for costs associated with construction of uncompacted fill dike feature to include but not limited to, stripping, excavation, hauling, placement, shaping of the fill materials, and any other work in connection therewith.

1.2.5.2 Measurement

The total quantity of fill material placed to raise the training dike will be measured by the in-place volume of material removed from the designated borrow area as computed by the average end area method. The end area is that bound by the original ground line established by field cross sections and the excavated surface. Surveys of the borrow area shall be taken after the surface has been cleared and stripped, and again after excavation in the borrow area has been completed. Cross sections shall be taken at intervals not exceeding 50 linear feet. The Contractor shall conduct the original and final surveys and surveys for any periods for which progress payments are requested in accordance with the CONTRACT CLAUSE entitled QUANTITY SURVEYS. The quantity to be paid for will be determined from these cross sections.

1.2.5.3 Unit of Measure

Unit of measure: cubic yard.

SECTION 01 22 00.10 Page 6

1.2.6 Training Dike Soil Stabilization Subgrade

1.2.6.1 Payment

Payment for "Training Dike Foundation Preparation - Soil Stabilization Subgrade," in Option No. 1, will be made for costs associated with all tools, equipment, supplies, labor and safety measures required for subgrade soil stabilization in preparation of the new training dike foundation area. The work includes, but is not limited to, items such as loosening, mixing, spreading, drying, applying of fly-ash and/or applying of lime, water content of the slurry, shaping, maintaining, and manipulations necessary to complete the work specified in SECTION 31 32 13.26 45

LIME-FLY-ASH SOIL STABILIZATION.

1.2.6.2 Measurement

The total quantity of material excavated for which payment will be made will be the theoretical quantity between the existing ground surface as determined by a survey and the grade and slope of the theoretical cross sections shown. No allowance will be made for overdepth excavation or for the removal of material beyond the required neat lines, accounting for the allowed surface tolerance, unless the over-excavation has been otherwise allowed for as specified or has been specifically directed.

1.2.6.3 Unit of Measure

Unit of measure: cubic yard.

1.2.7 Perimeter Ditches and Lateral Ditches

1.2.7.1 Payment

"AMD 0002" Payment will be made at the Contract unit price for "Perimeter Ditches" and "Lateral Ditches", in Option No. 2 and "Additional Perimeter Ditches", in Option No. 3. Payment shall include the costs in connection with the respective work in each pay item until completion and final acceptance of the work as defined in the SECTION 31 23 19.00 45 DEWATERING

DITCHES.

1.2.7.2 Monthly Progress Partial Payments

Partial payments will be based on approximate lengths determined by measuring or surveying the work by the linear foot. The Contractor shall furnish with each partial pay request a color-coded graphic to show what areas have been requested for payment up to including the current month, and what areas have been accepted by the Contracting Officer. The Government reserves the right to perform surveys to check work completion estimates made by the Contractor. The Contractor shall submit plotted and electronic copies (PDF) of their surveyed work including a plan and a centerline profile with each progress invoice to substantiate his partial pay requests. Regular cross-sections of the ditches and the berm are not required for the monthly invoices; however the Government may request that cross-sections of specific areas in question be submitted if they feel they are necessary to certify partial pay requests, and/or final acceptance and payment for any completed work.

SECTION 01 22 00.10 Page 7

1.2.7.3 Measurement

Perimeter and Lateral Ditches shall be measured as follows: Quantity surveys by linear foot shall be conducted for the perimeter and lateral ditch construction. The data derived from these surveys shall be used in computing the amounts of work performed within each unit priced CLIN item for the partial and final payments. Linear measurement of the perimeter ditch shall be from start of first full cross-section to end of last full cross-section; i.e., not including end-slopes. Linear measurement of the lateral ditches shall be from closest bottom edge of the tied-in perimeter ditch, to the last full cross-section of the lateral ditch. Measurement of Option No. 2 final amounts shall be determined by the Contracting Officer per final surveys.

1.2.7.4 Monuments for Measurement

The monument control point designated are the horizontal/vertical control points the Government and the Contractor shall use to perform surveys at the worksite. Location and description of the control monument is shown on the drawings. The Contractor shall be responsible for establishing its own reference lines and markers to conduct layout of the Construction work.

1.2.7.5 Unit of Measure

Unit of Measure: linear foot.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 Page 8

1.2 EVALUATION OF OPTIONS July 1990 FAR 52.217-5