am01.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Reference Invitation for Bids (IFB) No. W912EE-16-B-0009 for FC/MR&T, Yazoo River Basin, Coldw ater River Watershed, DeSoto County, Mississippi Headw aters Project, Bank Stabilization, BS-12-01, scheduled to open 23 Aug 16, 1400 hours. Referenced IFB is amended as follow s:

SEE CONTINUATION PAGE FOR SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 09-Aug-2016

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 W912EE-16-B-0009

X 9B. DATED (SEE ITEM 11)

22-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Aug-2016

CODE

VICKSBURG CONTRACTING OFFICE

4155 CLAY ST

VICKSBURG MS 39183-3435

W912EE 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EE‐16‐B‐0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Specifications: Section 01 22 00.00 09 is revised and replaced.

Specifications revised by this amendment have the notation “Revised by Amendment 0001” at the bottom of the page. Text added by this amendment is shown as underlined. Text deleted by this amendment is shown as overstruck.

Encl Section 01 22 00.00 09

(End of Summary of Changes)

W912EE-16-B-0009

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

1.2 JOB PAYMENT ITEMS

1.2.1 General

1.2.2 Lump Sum Items

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 General

1.3.2 Unit Price Items

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 09 Page 1 Revised by Amendment 0001

SECTION 01 22 00.00 09

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST HB 44 (2013) Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices

1.2 JOB PAYMENT ITEMS

1.2.1 General

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, storm water pollution prevention, environmental protection, meeting safety requirements, tests and reports, providing as-built drawings, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract as specified in Section 01 45 02.00 09 QUALITY CONTROL SYSTEM (QCS), and for performing all work required for which separate payment is not otherwise provided.

1.2.2 Lump Sum Items

a. "Mobilization and Demobilization"

(1) Payment will be made for all costs associated with mobilization and demobilization, as defined in Section 00 80 00.00 09 SPECIAL CONTRACT REQUIREMENTS, paragraph PAYMENT

FOR MOBILIZATION AND DEMOBILIZATION.

(2) Unit of measure: job.

b. "Clearing and Grubbing"

(1) Payment will be made for all costs associated with clearing and grubbing (including vegetation removal) for excavation areas, fill areas, bank stabilization areas, and all other areas required ;

for removing and disposing of all cleared and grubbed materials;

Contractor furnished off site disposal area(s); and all work

SECTION 01 22 00.00 09 Page 2 incidental thereto.

(2) Unit of measure: job.

c. "Environmental Protection Features"

(1) Payment will be made for all costs associated with furnishing, installing, and maintaining all temporary environmental protection features including silt screen fencing, straw bales, diversion dikes, temporary grassing, construction entrance and exit, and other measures as necessary for compliance with all associated specifications, control plans and permits, and all work incidental thereto. Maintenance of these features includes, but is not limited to, removal of silt and contaminates, grading, repairs to silt screen fencing and other features, reseeding of temporary cover, and replacement of silt screen fencing, straw bales and other features when necessary due to damage, storm events, contractor activities, or deterioration of silt screen fence fabric, straw bales, or other temporary materials.

(2) For progress payment purposes, payment for this JOB item will occur in accordance with the following breakdown:

(2a) A maximum of 40% of this bid item amount will be paid for work associated with the initial installation of all temporary environmental protection features identified on the contract documents, permits, and submitted plans. This includes, but is not limited to, silt screen fencing, straw bales, diversion dikes, and construction entrance/exit.

(2b) A minimum of 60% of this bid item amount is reserved for payment for work associated with the, inspection, reporting, maintenance, repairs, and necessary improvements to temporary environmental protection features, throughout the life of the contract. Payment for this work will be made in partial payments for this pay activity based on the overall contract completion status. Completion status shall be calculated by comparing contract earnings less stored materials, to the current contract amount at the time of payment.

(3) Unit of measure: job.

d. "Rock Chute Excavation and Channel Slope Fill"

(1) Payment will be made for all costs associated with Rock Chute excavation and channel slope fill, including performing the required excavation, disposition of excavated material, including channel slope fill and disposal of excess suitable, unsuitable and frozen material, and all work incidental thereto. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized by the Contracting Officer.

(2) Unit of measure: job.

e. "Engineering Fabric"

(1) Payment will be made for all costs associated with

SECTION 01 22 00.00 09 Page 3 constructing the engineering fabric, including furnishing, installing and maintaining the engineering fabric, and all work incidental thereto.

(2) Unit of measure: job.

f. "12-inch Sanitary Sewer Relocation"

(1) Payment for modifications to existing utilities will be made at the contract job price for "12-inch Sanitary Sewer Relocation." Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment to excavate, relocate 12" sanitary sewer line, backfill, and complete the work as specified herein and as shown on the drawings. Work includes, but is not limited to excavation, trenching, bedding, backfill, sewer pipe & manholes construction, manhole coatings, sewer services, borings, finish grading, testing, sheeting or bracing, de-watering and disposal of materials.

(2) For progress payment purposes, payment for this JOB item will occur in accordance with the following breakdown:

(2a) A maximum of 90% of this bid item amount will be paid for work associated with the relocation of the sanitary sewer line.

This includes, but is installation of the sewer line, manholes, excavation, backfill, and testing.

(2b) A minimum of 10% of this bid item amount is reserved for any necessary repairs resulting from 11 month warranty inspection.

(3) Unit of measure: job.

g. "Fence Relocation"

(1) Payment for relocation of the wooden fence will be made at the contract job price for "Fence Relocation". Price and payment shall constitute full compensation for furnishing and installing all plant, labor, materials, and equipment for work required by this section for removal, and relocation/replacement of the existing wooden fence.

(2) Unit of measure: job.

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 General

Payment items for the work of this contract on which unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, submittal procedures, storm water pollution prevention, environmental protection, meeting safety requirements, tests and reports, providing as-built drawings, for using the Government-furnished software (RMS) and providing all labor and equipment necessary for electronic exchange of information and management of the contract as specified in Section 01 45 02.00 09 QUALITY CONTROL SYSTEM (QCS), and for performing all work required for each of the unit price items.

SECTION 01 22 00.00 09 Page 4

1.3.2 Unit Price Items

a. "R-650 Riprap"

(1) Payment will be made at the applicable contract unit price for "R-650 Riprap" including all costs associated with constructing the rock chute including hauling, handling, placing, and maintaining the stone until final acceptance by the Contracting Officer; and all work incidental thereto.

Deductions from payment in the amount considered equitable by the Contracting Officer will be made if the stone is contaminated with soil, dirt, or refuse. No separate payment will be made for the stockpiling of stone, and all cost in connection therewith shall be included in the contract unit price for stone. Unless otherwise authorized by the Contracting Officer in writing, the Contractor shall start and complete the work as specified in paragraphs ORDER OF WORK and CONSTRUCTION PROCEDURE.

(2) The unit of measurement for stone satisfactorily placed in the work will be the ton (2,000 pounds).

Each truck load shall be weighed by the Contractor to the nearest

0.1 ton and the final quantity rounded to the nearest whole ton.

Stone shall be measured for payment by being weighted on approved scales before being placed in the work. The Contractor shall furnish the scales and shall weigh the stone in the presence of the Contacting Officer, who will certify to the correctness thereof. Scales shall be of sufficient length to permit simultaneous weighing of all axle loads and shall be inspected, tested and sealed as directed by the Contracting Officer to assure an accuracy within 0.5 percent throughout the range of the scales.

The scale's accuracy shall conform to the applicable requirements of NIST HB 44 and shall be certified as to accuracy by an acceptable scales company representative prior to weighing any stone. The scales shall be located at the site of work. If commercial scales are readily available in close proximity (within 4510 miles) of site of work, the Contracting Officer may approve the use of the scales. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite. Quarry weights will not be accepted. Scales shall be checked and certified before hauling stone and rechecked and recertified whenever a variance is suspected.

(3) Unit of measure: ton.

b. "Bedding Stone"

Payment will be made at the applicable contract unit price for "Bedding Stone" including all costs associated with constructing the bedding stone for the rock chute including hauling, handling, placing, and maintaining the stone until final acceptance by the Contracting Officer; and all work incidental thereto.

Deductions from payment in the amount considered equitable by the Contracting Officer will be made if the stone is contaminated with

SECTION 01 22 00.00 09 Page 5 soil, dirt, or refuse. No separate payment will be made for the stockpiling of stone, and all cost in connection therewith shall be included in the contract unit price for stone. Unless otherwise authorized by the Contracting Officer in writing, the Contractor shall start and complete the work as specified in paragraphs ORDER OF WORK and CONSTRUCTION PROCEDURE.

(2) The unit of measurement for stone satisfactorily placed in the work will be the ton (2,000 pounds).

Each truck load shall be weighed by the Contractor to the nearest

0.1 ton and the final quantity rounded to the nearest whole ton.

Stone shall be measured for payment by being weighted on approved scales before being placed in the work. The Contractor shall furnish the scales and shall weigh the stone in the presence of the Contacting Officer, who will certify to the correctness thereof. Scales shall be of sufficient length to permit simultaneous weighing of all axle loads and shall be inspected, tested and sealed as directed by the Contracting Officer to assure an accuracy within 0.5 percent throughout the range of the scales. The scale's accuracy shall conform to the applicable requirements of NIST HB 44 and shall be certified as to accuracy by an acceptable scales company representative prior to weighing any stone. The scales shall be located at the site of work. If commercial scales are readily available in close proximity (within 10 miles) of site of work, the Contracting Officer may approve the use of the scales. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite. Quarry weights will not be accepted. Scales shall be checked and certified before hauling stone and rechecked and recertified whenever a variance is suspected.

(3) Unit of measure: ton.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 09 Page 6