AMENDMENT 0002.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 purpose of this amendment is to reflect the follow ing changes below :

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 95

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

16C. DATE SIGNED

BY 07-Sep-2021

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EQ21R0015

X 9B. DATED (SEE ITEM 11)

09-Aug-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer 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 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

07-Sep-2021

CODE

US ARMY ENGINEER DISTRICT, MEMPHIS

167 N. MAIN STREET

MEMPHIS TN 38103-1894

W912EQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF30 - BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 09-Sep-2021 01:30 PM to 17-Sep-2021 01:30 PM.

SECTION 00100 - INSTRUCTIONS TO BIDDERS

The following have been modified:

INSTRUCTIONS TO BIDDERS

SECTION 00100

CONDITIONS AND NOTICES TO OFFERORS

A. PROPOSAL MATERIAL – Copies of the Solicitation, Specifications, and drawings forms are available by

INTERNET ACCESS ONLY. All solicitation documents will be posted to the Federal Business Opportunity

(FedBizOpps) website at: https://www.fbo.gov. Prospective Offerors should submit technical questions concerning this

Request for Proposal via Bidder Inquiry in ProjNet at www.projnet.org/projnet. (See Paragraph M Below). All other inquiries should be emailed to the Contract Specialist, Judy.E.Stallion@usace.army.mil.

PROPOSAL DOCUMENTS: The following documents must be submitted with proposal:

1. Volume I, Technical

2. Volume II, Price

3. Schedule of offeror/prices

4. All amendments must be acknowledged

5. Offerors shall fill in all applicable fill-ins

B. REQUIRED SYSTEM FOR AWARD MANAGEMENT REGISTRATION-By submission of a proposal, the offeror acknowledges the requirement that a prospective awardee must be registered in the beta.SAM.gov database prior to award, during performance and through final payment of any contract resulting from this solicitation. Lack of registration in the SAM database will make an offeror ineligible for award. Offeror and constractors may obtain information on registration and annual confirmation requirements by calling 1-866-606-8220, or at https://sam.gov

(1) Lack of registration in the beta.SAM.gov database will make an offeror ineligible for award SEE

CONTRACT CLAUSE 52.204-7 ENTITLED “System for Award Management.”

(2) Attentionto contractor(s): Effective March 22, 2018, you must submit a notarized letter appointing the authorized entity administrator before your registration will be activated. This requirement now applies to both new and existing entitites. Make sure your SAM profile includes ‘all awards” and not just “Federal Assistance Awards” as this option is only for grants and cooperative agreements. Please visit https://sam.gov for more information.

C. SITE VISITS – Offerors should inspect the job site prior to submitting a proposal. Site Visits may be coordinated by mail or telephone (COLLECT CALLS NOT ACCEPTED) between the hours of 7:30 AM and 3:00 PM, exclusive of

Federal holidays. The point of contact to schedule a site visit for this proposal is Diamon McNew, Area Engineer. at

(573)333-1043 or email Daimon.m.McNew@usace.army.mil. See Section 00100, clause 52.236-27 entitled “Site Visit

(Construction)”.

D. CONDITIONS AFFECTING THE WORK - Offerors should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work and the general and local conditions that can affect the work or the cost thereof. Failure to do so will not relieve offerors from the responsibility for estimating properly the difficulty or cost of successfully performing the work. The Government will assume no responsibility for any understanding or representations concerning conditions made by any of its officers or agents prior to the execution of the https://www.fbo.gov/ http://www.projnet.org/projnet mailto:Judy.E.Stallion@usace.army.mil https://sam.gov/ https://sam.gov/ contract, unless included in the Request for Proposal, the specifications or related documents. See Section 00700, clause

52.236-3, entitled “Site Investigation and Conditions Affecting the Work”.

E. PROPOSAL SUBMISSION INSTRUCTIONS - Due to the COVID-19 Global Pandemic, the

Government is taking precautions to ensure the safety and health of all Contractors and

Government employees. All submissions to this proposal announcement shall be submitted electronically through DoD Safe.

(1) NO paper copies, CD-ROMs or facsimile submissions will be accepted. Electronic Proposal

Submission is required through the Army’s Electronic File Sharing Service, DoD SAFE

(https://safe.apps.mil).

(2) The DoD SAFE Application is used to send large files to individuals that would normally be too large to send via email. There are no user accounts for SAFE. Authentication is handled via email. Anyone has access to DoD SAFE, and the application is available for use by anyone. See the attached SAFE “Getting Started Guide” has information on how to utilize the system (https://safe.apps.mil/about.php).

F. INSTRUCTIONS FOR UPLOADING FILES -

(1.) Send an email to the Contracting Officer and Contract Specialist to receive the link to drop off your proposal. This will need to be completed five (5) business days prior to proposal due date.

a. Judy Stallion, Contract Specialist at: judy.e.stallion@usace.army.mil

b. Priscilla Sweeney, Contracting Officer at: priscilla.g.sweeney@usace.army.mil

(2.) You will receive an email with the link to submit your drop-off. The link will be provided no later than two (2) business days prior to the proposal due date.

(3.) Short Note to the Recipients: Click the Add Files or Drag and Drop your files. For file description, enter W912EQ21R0015-FIRMNAME.

(4.) Click Upload button to send documents.

(5.) Guest users will need to check their email to verify their email address before the recipients will be notified. (Government-issued Common Access Cards ((CACs)) are not required).

File Size Limitations: Offerors are advised to follow the DoD SAFE instructions for uploading files. DoD SAFE supports delivery up to 8GB. If needed, Offerors are advised to break the files down into smaller sections to upload it to the system. In such cases, please divide the sections as logically as possible and be sure to clearly name the files as specified below.

File Naming Convention: To ensure your submission is received and processed appropriately, it is important that interested parties CAREFULLY ensure their electronic files adhere to the following naming convention:

• W912EQ21R0015-FIRMNAME-VOLUME I

• W912EQ21R0015-FIRMNAME-VOLUME II

https://safe.apps.mil/

Each file name shall begin with the solicitation number followed by the firm’s name and a brief file description. Please see examples above.

File Organization: Although hard copies are not accepted, each submittal shall be clearly indexed and logically assembled. Font size shall be 10 or larger. Pages shall be letter sized (larger page sizes (such as 11x17 foldouts, etc.) will be counted as two (2) pages.

Upload Completion & Deadline: Interested parties shall submit responses no later than the date specified on the solicitation document. The time & date of proposal receipt will be the upload completion / delivery time & date recorded within DoD SAFE site. Do not assume that electronic submission will occur instantaneously. Large files (i.e. 10MB or more) will take some time to upload. Offerors should time their upload effort with prudence by not waiting until the last few minutes—this will allow for unexpected delays in the transmittal process. Offerors are encouraged to keep a copy of the upload confirmation for their record. Submissions after the deadline will be considered late and will be processed in accordance with FAR 52.214-7.

Electronic Files: Files shall be in their native format (i.e. doc, xls, ppt, etc.), or if in pdf format, shall be in searchable text. Text and graphics portfolios of the electronic copies shall be in a format readable by Microsoft Office or Adobe applications. Data submitted in a spreadsheet format shall be readable by MS Excel (all cells and formulas should be unlocked).

G. OFFEROR'S ADDRESS - Prospective offerors should indicate in the offer, the address to which payment and/or correspondence should be mailed, if such address is different from that shown for the offeror on Standard Form 1442

Block 14.

H. AMENDMENTS PRIOR TO DATE SET FOR NEGOTIATION - The right is reserved as the interest of the

Government may require revision, or modification to the specifications or drawings or both prior to the date set for receipt of proposals. Such revisions or modifications, if any, will be announced by an amendment or amendments to this Request for Proposal. If the revisions or modifications are of a nature which requires material changes in quantities or prices proposed or both, the date set for receipt of proposals may be postponed by such number of days as in the opinion of the issuing officer will enable offeror to revise their proposal. In such cases, the amendment will include an announcement of the new date for receipt of proposal.

I. NOTICE TO OFFERORS - NINETY DAY OFFER GUARANTEE (See Standard Form 1442 Block 14)

J. EXPLANATION OF PROVISION/CLAUSE NUMBERS UTILIZED IN THIS SOLICITATION

1. Federal Acquisition Regulation (FAR) provisions/clauses are numbered as follows: 52.252-1.

2. Defense Acquisition Regulation Supplement (DFARS) provisions/clauses are numbered as follows: 252.204-7000.

3. Army Federal Acquisition Regulation Supplement (AFARS), provisions/clauses are numbered as follows: 5152.237-

9000.

4. USACE Acquisition Instruction (UAI) provisions/clauses are numbered as follows: 5152.249-5000.

K. OFFEROR’S QUALIFICATIONS - To establish its responsibility, the offeror may be requested by the Government to submit a statement regarding his previous experience in performing comparable work, his business and technical organization, financial resources (including recent financial statements or audits), plant available to be used in performing the work and, if applicable, an approved sub-contracting plan. All documents relevant to establish a offeror’s responsibility shall be made available as soon as practicable after Request for Proposal, but not later than 3 days after request by the Contracting Officer or the authorized Representative of the Contracting Officer.

L. NOTICE OF BONDS AND INSURANCE - The following proposal/contract information is applicable only if the offer/contract is over one hundred fifty thousand dollars ($150,000):

1. PERFORMANCE BONDS. The penal amount of the performance bond shall equal one hundred percent

(100%) of the contract price. Bonds shall be received within ten (10) days after receipt of contract award. See Section

00700, clause 52.228-15, entitled “Performance and Payment Bonds – Construction”.

2. PAYMENT BONDS: Within ten (10) days after receipt of contract award to the offeror whom award is made, one (1) bond, with good and sufficient surety or sureties acceptable to the Government, shall be furnished; namely a Payment Bond (Standard Form 25A). The penal amount of such bonds shall equal one hundred percent (100%) of the contract price. See Section 00700, clause 52.228-15, entitled “Performance and Payment Bonds – Construction”.

3. INSURANCE: The accepted offeror shall provide adequate insurance, within ten (10) days after receipt of contract award. See Section 00 80 00.00 11, Special Contract Requirements --- Additional Insurance References.

M. POST AWARD SUBMITTAL REQUIREMENTS - Within ten (10) days after receipt of contract award, the contractor shall submit an acceptable performance bond, payment bond and certificate of insurance. Within fifteen (15) days after receipt of notice of award, the contractor shall provide an approved Accident Prevention Plan, Environmental

Protection Plan and Contractor Quality Control Plan. (See Section 00 80 00.00 11, 01 57 20.00 11, and 01 45 04.00 11)

Within ten (10) days prior to commencement of work under this contract, the contractor shall submit to the Contracting

Officer’s, Chief of Security, a list of all Personnel, Vehicles and Equipment that may be used during the construction work under this contract. (See Sections 00800)

N. PROJNET OFFEROR INQUIRY

1. Prospective Offerors should submit questions concerning this Request for Proposal via Bidder Inquiry in ProjNet at www.projnet.org/projnet.

a. To submit and review inquiry items, prospective offeror will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective offeror who submits a comment

/question will receive an acknowledgement of their comment/question via email. Another email to the same address will notify the prospective offeror once the reply is available for viewing.

b. The Solicitation Number is: W912EQ21R0015

The Bidder Inquiry Key is: U5939R-2MG6DY

c. Specific Instructions for First Time ProjNet Bid Inquiry Access:

(1) From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

(2) Identify the Agency. This should be marked as USACE.

(3) Key. Enter the Bidder Inquiry Key listed above.

(4) Email. Enter the email address you would like to use for communication.

(5) Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

(6) Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and

Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

(7) Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

d. Specific Instructions for Future ProjNet Bid Inquiry Access:

(1.) For future access to ProjNet, you will not be provided any type of password. You will utilize your Secret

Question and Secret Answer to log in.

(2.) From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

(3.) Identify the Agency. This should be marked as USACE.

(4.) Key. Enter the Bidder Inquiry Key listed above.

(5.) Email. Enter the email address you used to register previously in ProjNet.

(6.) Click Continue. A page will then open asking you to enter the answer to your Secret Question.

http://www.projnet.org/projnet

(7.) Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

2. The Bidder Inquiry System will be unavailable for new inquires Seven (7) business days prior to receipt of proposal in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation if necessary.

3. Offerors are requested to review the specifications in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

4. The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

5. Oral explanations or instructions are not binding. Any information given to an offeror which impacts the offer will be given in the form of a written amendment to the solicitation.

W912EQ21R0015

AMENDMENT 0002

CARUTHERSVILLE FLOODWALL REPLACEMENT

DESCRIPTION OF CHANGES

The following summarizes the revisions being issues through the subject amendment for the above-mentioned solicitation based on bidder inquiries posted via DrChecks.

a. Sheet S-114: Details on this sheet was updated to reflect a minimum sheet pile embedment into the levee of 30 feet to match other reference throughout the plan set.

b. Sheet S-203: Sheet pile was corrected to show actual limits of sheet pile across the entire monolith length for clarity.

c. Sheet S-304: References to Detail C8 were correct to reference Detail C6.

d. Sheet S-505: Note added to Detail A7 to clarify that CLSM is required to fill voids between cellular barrier and sheet pile interface.

e. Sheets SG201 thru SG203: The approximate location of turnbuckles was added to these sheets for clarity.

f. Sheet SG501: Details on this sheet were updated to reflect the correct tie rod diameter of one (1) inch.

g. Sheets C-103, G-007 and S-507: Details were added to C-103 to show an opening in the temporary flood protection to allow access on the southern end of the Casino Phase. Sheet S-507 was added to provide specific details for this new opening. Alignment table on Sheet G-007 was also updated for this opening. The cross section at this opening was not updated (on Sheet C-303); but, requires a minor adjustment to the TFP location and will be updated when the “FOR CONSTRUCTION” plans are issued.

h. Specification 01 22 00.00 10: Paragraphs 1.2.22.1 and 1.2.22.2 were corrected to indicate that piezometers should be paid for at the unit price “EA” to match the bid schedule.

i. Specification 01 22 00.00 10: The last sentence of Paragraph 1.2.16.1 was updated to read, “No separate measure or payment will be made for structural excavation or embankment for the structure."

j. Specification 01 22 00.00 10: Paragraph 1.1.5 for the “Vehicle Washdown Rack” was deleted.

k. Specification 01 22 00.00 10: Paragraphs 1.2.23, 1.2.23.1 and 1.2.23.2 were updated to reflect measurement and payment for “Bollards” instead of generic “text” in these paragraphs.

l. Specification 03 30 00: Paragraphs 2.6.1.1, 2.6.3, 3.5.3 and 3.5.3.1 were updated to reflect that epoxy coating is required for rebar.

m. Specification 35 20 16.59: The following verbiage was added to Paragraph 2.2.3, “Tie rod assemblies shall have right hand threaded clevises on both ends and a turnbuckle offset from the center of the assembly.”

SECTION SF30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0002

CARUTHERSVILLE FLOODWALL REPLACEMENT CVILLEFLOODWALL

AMENDMENT NO. 0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Environmental Protection

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Demolition

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Write/Amend and Maintain SWPPP

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Traffic Control and Coordination

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Procurement, Delivery, Storage, Protection, and Disposal of Cellular Barriers

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Demolition of Cut-off Concrete Cap

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Silt Fence

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Concrete Washouts

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Construction Vehice Egress

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Compacted Impervious Fill

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Compacted (Random) Fill

1.2.6.1 Payment

1.2.6.2 Measurement

SECTION 01 22 00.00 10 Page 1

1.2.6.3 Unit of Measure

1.2.7 Establishment of Turf

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Clearing

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Grubbing

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Aggregate Surface Course

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 Asphalt Pavement

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 Temporary Flood Protection PZ 27 Sheet Pile

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Installation, Maintenance, Repositioning, and Removal of Cellular Barriers

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Toe Drain System

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Sheet Pile Cutoff PZ 22

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.2.1 Pulled Piles

1.2.15.3 Unit of Measure

1.2.16 Reinforced Concrete Floodwall

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 Swing Gate Closure Structure

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 Pipe Sleeve

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 Geotextile Filter Fabric

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 Miscellaneous Metals

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

SECTION 01 22 00.00 10 Page 2

1.2.21 Concrete Slope Paving

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 Piezometers

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 Bollards

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 Ramp Concrete Pavement

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.24.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 3

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

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, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure, Job: JA

1.1.2 Environmental Protection

1.1.2.1 Payment

Payment will be made for costs associated with operations necessary for "Environmental Protection" as specified in Section 01 57 20.00 11 ENVIRONMENTAL PROTECTION. This price and payment shall be considered full compensation for furnishing all plant, labor, materials, and equipment and for performing all operations necessary for "Environmental Protection." This price and payment does not include those items covered under "Storm Water Pollution Prevention;" however, it does include items incidental thereto. The Contractor shall be responsible for payment of fees associated with environmental permits, SECTION 01 22 00.00 10 Page 4 application, and/or notices obtained by the Contractor. The Contractor shall be responsible for payment of all fines/fees arriving from violation or non-compliance with Federal, State, Regional, and local laws or regulations. The Government will not provide any compensation for payments of fines/fees, in the event that fines/fees are incurred by the Contractor.

1.1.2.2 Unit of Measure

No measurement will be made for Environmental Protection.

Unit of measure, Job: JA

1.1.3 Demolition

1.1.3.1 Payment

Payment will be made for costs associated with "Demolition", which shall be considered full compensation for furnishing all plant, labor, materials, and equipment for the removal of existing floodwall, removal of all structures associated with the floodwall, removal of existing sidewalks and existing pavement, removal of existing lightpoles along sidewalks, removal of all resulting rubbish and debris, disposal of demolished items, final clean up, and all other items incidental thereto as specified in Section 02 41 00 DEMOLITION. Excavation and stockpile of soil for the demolition of the existing floodwall will be included under the line item for Excavation.

1.1.3.2 Unit of Measure

No measurement will be made for Demolition.

Unit of measure, Job: JA

1.1.4 Write/Amend and Maintain SWPPP

1.1.4.1 Payment

Payment for Write/Amend and Maintain SWPPP will be made at the contract job price for "Write/Amend and Maintain SWPPP". Price and payment shall constitute full compensation for Contractor creation, according to Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN, and submittal of the SWPPP to the US Army Corps of Engineers for approval, updating and maintaining of the project SWPPP throughout the duration of the project, conducting stormwater inspections, submitting appropriate reports to the Contracting Officer, and all other operations incidental thereto for the duration of the construction project.

1.1.4.2 Unit of Measure

No measurement will be made for Write/Amend and Maintain SWPP.

Unit of measure, Job: JA

SECTION 01 22 00.00 10 Page 5

1.1.5 Traffic Control and Coordination

1.1.5.1 Payment

Payment will be made at the contract job price for "Traffic Control and Coordination". Price and payment shall constitute full compensation for providing all plant, labor, materials and equipment to complete the traffic control and coordination work; preparation of the Traffic Control Plan (TCP); all as specified herein and as shown on the drawings.

1.1.5.2 Unit of Measure

No measurement will be made for the preparation of a Traffic Control Plan (TCP), nor the maintenance, control or coordination of traffic routing including barricades, temporary pavement markings, warning or detour signs as specified herein.

Unit of measure, Job: JA

1.1.6 Procurement, Delivery, Storage, Protection, and Disposal of Cellular Barriers

1.1.6.1 Payment

Payment will be made at the contract job price for "Procurement, Delivery, Storage, Protection, and Disposal of Temporary Flood Protection Systems".

Price and payment shall constitute full compensation for all equipment, labor and materials required for furnishing, transporting, storing, and disposal of Cellular Barriers as required to complete the work specified in Section 01 53 00.01 12 TEMPORARY FLOOD PROTECTION. Damage to temporary flood protection systems during transport or while stored shall be repaired at no additional expense to the Government.

1.1.6.2 Unit of Measure

Unit of measure, Job: JA

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract 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 constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Demolition of Cut-off Concrete Cap

1.2.1.1 Payment

Payment for Demolition of Cut-off Concrete Cap performed as described on the contract drawings will be made at the contract unit price per linear foot for "Demolition of Cut-off Concrete Cap". Price and payment shall constitute full compensation for furnishing all equipment and performing all labor for demolition and re-establishment of cut-off concrete cap.

SECTION 01 22 00.00 10 Page 6

1.2.1.2 Measurement

Measurement for Demolition of Cut-off Concrete Cap satisfactorily demolished shall be made by the linear foot.

1.2.1.3 Unit of Measure

Unit of measure, Linear Foot: LF

1.2.2 Silt Fence

No separate measurement or payment will be made for the work "Storm Water Pollution Prevention" required by Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN except as described in the paragraphs 1.2.1.1 and 1.2.1.2 for silt fence below. Any additional costs associated with Storm Water Pollution Prevention, other than these listed, shall be included in the contract price under Environmental Protection. The Government will pay all costs for the "Storm Water Pollution Prevention" at the contract unit price for each sub-item list below as follows:

(1) Sixty percent of the unit price upon completion of the installation.

(2) The remaining 40 percent throughout the contract life, with a maximum of 20 percent being retained until final removal and cleanup of the premises.

The Contracting Officer will require the Contractor to furnish cost data to calculate the exact percentage to be paid upon installation.

1.2.2.1 Payment

Payment for Silt Fence installed as specified in Section 01 57 25.00 11 STORM WATER POLLUTION PREVENTION PLAN will be made at the contract unit price per linear foot for "Silt Fence" as broken down by the percentages in the "sub-item list" above. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, including geotextile fabric, and performing all operations necessary for the placement and maintenance of silt fence throughout the contract period, including final dressing and cleanup.

1.2.2.2 Measurement

Measurement for silt fence satisfactorily placed shall be made by the linear foot.

1.2.2.3 Unit of Measure

Unit of measure, Linear Foot: LF

1.2.3 Concrete Washouts

1.2.3.1 Payment

Payment for the temporary Construction Washouts, including its maintenance and removal, will be made at the contract unit price for "Construction Washouts" as broken down by the percentages in the "sub-item list" above.

Price and payment shall constitute full compensation for furnishing the design and all plant, labor, equipment, mechanical street sweeper and

SECTION 01 22 00.00 10 Page 7 material to complete the work as specified herein and as shown on drawings.

1.2.3.2 Measurement

Measurement for Construction Washouts satisfactorily designed, constructed and maintained by the Contractor will be per each placed.

1.2.3.3 Unit of Measure

Unit of measure, Each: EA

1.2.4 Construction Vehice Egress

1.2.4.1 Payment

Payment for the temporary Construction Vehicle Egress, including its maintenance and removal, will be made at the contract unit price for "Construction Vehicle Egress" as broken down by the percentages in the "sub-item list" above. 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.

1.2.4.2 Measurement

Measurement for Construction Vehicle Egress satisfactorily designed, constructed and maintained by the Contractor will be per each placed.

1.2.4.3 Unit of Measure

Unit of measure, Each: EA

1.2.5 Compacted Impervious Fill

1.2.5.1 Payment

Payment for Compacted Impervious Fill performed as described in Section 31 24 00.00 12 EMBANKMENT AND BACKFILL will be made at the contract unit price per cubic yard for "Compacted Impervious Fill" which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the completed compacted impervious fill. No separate payment will be made for excavation required for construction of the completed compacted impervious fill. Excavation shall be considered incidental to Compacted Impervious Fill.

1.2.5.2 Measurement

Measurement for Compacted Impervious Fill shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in in Paragraph 1.6 "Layout of Work", subparagraph d. "Quantity Surveys". Pre-construction quantity surveys shall be performed before stripping topsoil.

Post-construction quantity surveys shall be performed after the fill has been completed and the stripped topsoil has been spread. Stripping, stockpiling, and re-spreading topsoil will be considered incidental to the compacted fill. The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis for the measurement will be cross sections of the excavated areas and the existing levee and a second cross section survey of the same area after the completion of the compacted impervious fill construction. The quantity of

SECTION 01 22 00.00 10 Page 8 compacted impervious fill to be paid for will be computed between the before compacted impervious fill construction surface and the theoretical grades and slope lines shown on the contract drawings. Compacted impervious fill not constructed to specified grade and section including allowable tolerance will not be accepted. No allowance or payment will be made for compacted impervious fill placed outside the required theoretical grade and section. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

1.2.5.3 Unit of Measure

Unit of measure, Cubic Yard: CY

1.2.6 Compacted (Random) Fill

1.2.6.1 Payment

Payment for Compacted (Random) Fill performed as described in Section 31 24 00.00 12 EMBANKMENT AND BACKFILL will be made at the contract unit price per cubic yard for "Compacted (Random) Fill" which price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the completed compacted (random) fill. No separate payment will be made for excavation required for construction of the completed compacted (random) fill. Excavation shall be considered incidental to Compacted (Random) Fill.

1.2.6.2 Measurement

Measurement for Compacted (Random) Fill shall be as specified in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in in Paragraph 1.6 "Layout of Work", subparagraph d. "Quantity Surveys". Pre-construction quantity surveys shall be performed before stripping topsoil. Post-construction quantity surveys shall be performed after the fill has been completed and the stripped topsoil has been spread. Stripping, stockpiling, and re-spreading topsoil will be considered incidental to the compacted fill.

The cubic yardage to be paid will be determined by the volumes computed by the average end area method. The basis for the measurement will be cross sections of the excavated areas and the existing levee and a second cross section survey of the same area after the completion of the compacted fill construction. The quantity of compacted (random) fill to be paid for will be computed between the before compacted (random) fill construction surface and the theoretical grades and slope lines shown on the contract drawings. Compacted (random) fill not constructed to specified grade and section including allowable tolerance will not be accepted. No allowance or payment will be made for compacted (random) fill placed outside the required theoretical grade and section. For areas where lines and grades are shown on the drawings, measurement will be limited to those lines and grades.

1.2.6.3 Unit of Measure

Unit of measure, Cubic Yard: CY

1.2.7 Establishment of Turf

1.2.7.1 Payment

Payment for Establishment of Turf will be made at the contract unit price per acre for "Establishment of Turf", which price and payment shall

SECTION 01 22 00.00 10 Page 9 constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for Establishment of Turf as specified in Section 32 92 32.01 11 ESTABLISHMENT OF TURF.

1.2.7.2 Measurement

Measurement for Establishment of Turf shall be by the acre, measured along the areas turfed within the construction limits and computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work. Measurement for Establishment of Turf shall be limited to the areas specified in the drawings and as indicated in the field by the Contracting Officer.

1.2.7.3 Unit of Measure

Unit of measure, Acre: AC

1.2.8 Clearing

1.2.8.1 Payment

Payment for Clearing as specified in this section will be made at the contract unit price per acre for "Clearing," which price and payment shall constitute full compensation for furnishing all plant, labor, material, equipment, and performing all operations necessary for "Clearing" as specified in SECTION 31 11 00.00 11 - CLEARING AND GRUBBING. If regrowth of vegetation or trees occurs after Clearing and before placement of embankment, the Contractor is required to clear again prior to embankment construction, no payment will be made for this additional clearing.

1.2.8.2 Measurement

Measurement for Clearing shall be made by the acre, measured along the areas of work for embankment, excavation, and/or any other areas requiring clearing as indicated on the plans. For measurement purposes, the acreage will be computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

1.2.8.3 Unit of Measure

Unit of measure, Acre: AC.

1.2.9 Grubbing

1.2.9.1 Payment

Payment for Grubbing will be made at the contract unit price per acre for "Grubbing," which price and payment shall constitute full compensation for furnishing all plant, labor, material, equipment, and performing all operations necessary for "Grubbing" as specified in SECTION 31 11 00.00 11

- CLEARING AND GRUBBING. If regrowth of vegetation or trees occurs after Grubbing and before placement of embankment, the Contractor is required to grub again prior to embankment construction, no payment will be made for this additional grubbing.

1.2.9.2 Measurement

Measurement for Grubbing shall be made by the acre, measured along the areas of work for embankment, excavation, and/or any other areas requiring

SECTION 01 22 00.00 10 Page 10

Grubbing as indicated on the plans. For measurement purposes the acreage will be computed to the nearest 1/10 of an acre for the satisfactorily completed and accepted work.

1.2.9.3 Unit of Measure

Unit of measure, Acre: AC

1.2.10 Aggregate Surface Course

1.2.10.1 Payment

Payment for Aggregate Surface Course will be made at the contract unit price per ton for "Aggregate Surface Course", which price and payment shall include all costs of furnishing, hauling, handling, placing and maintaining the Aggregate Surface Course as specified in the contract drawings.

1.2.10.2 Measurement

Measurement for Aggregate Surface Course shall be by the ton (2,000 pounds), measured by weighing each truckload to the nearest 1/10 ton, and the final quantity of the whole sum for Aggregate Surface Course rounded to the nearest whole ton. When Aggregate Surface Course is delivered by truck, the material shall be measured for payment, in the presence of a Government Inspector, unless the Contracting Officer waives such right, by weighing on approved, accurately calibrated scales furnished by and at the expense of the Contractor. Scales shall be of sufficient length to permit simultaneous weighing of all axle loads and shall be inspected, tested, and sealed as directed to assure accuracy within 0.5 percent throughout the range of the scales. Scales shall be checked and certified before any material hauling; also, rechecked and re-certified whenever a variance is suspected. Individual weight tickets for each truckload of Aggregate Surface Course shall be furnished to the Government Inspector at the time of delivery. At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight. Scales that produce this information printed on the weight tickets are preferred. Weight certificates furnished by a Public Weighmaster, where available, will be acceptable, when authorized by the Contracting Officer. The Contractor has the option to use certified, and otherwise acceptable, scales that are Contractor furnished, quarry/supplier furnished, or commercial/public facilities.

1.2.10.3 Unit of Measure

Unit of measure, Ton: TN

1.2.11 Asphalt Pavement

1.2.11.1 Payment

Payment for Asphalt Pavement as described on the contract drawings will be made at the contract unit price per square foot for "Asphalt Pavement" which price and payment shall constitute full compensation for placing all features of the asphalt pavement.

1.2.11.2 Measurement

Measurement for Asphalt Pavement shall be as specified in Section

SECTION 01 22 00.00 10 Page 11

00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS, in in Paragraph 1.6 "Layout of Work", subparagraph d. "Quantity Surveys".

1.2.11.3 Unit of Measure

Unit of measure, Square Foot: SF

1.2.12 Temporary Flood Protection PZ 27 Sheet Pile

1.2.12.1 Payment

Payment for Temporary Flood Protection performed as described in Section 01 53 00.01 12 TEMPORARY FLOOD PROTECTION will be made at the contract unit price per square foot for "Temporary Flood Protection PZ 27 Sheet Pile". Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required for the installation, maintenance, splicing,cutting, cross sheeting, tie-ins and removal of the temporary flood protection; and all other work which is incidental thereto. Payment applies for sheet pile temporary flood protection and the deployment of cellular barriers at the phase tie-ins (if required). The Government will pay costs for the "Temporary Flood Protection PZ 27 Sheet Pile" at the contract unit price as follows:

(1) Sixty percent of the unit price upon completion of the installation.

(2) The remaining 40 percent throughout the contract life, with a maximum of 20 percent being retained until final removal and cleanup of the premises.

The Contracting Officer will require the Contractor to furnish cost data to calculate the exact percentage to be paid upon installation.

Cut-offs and/or splices which are not required under the original terms of this contract but become necessary to construct the sheet pile structures as shown on the drawings and as specified herein, and which are necessitated due to Contractor negligence in any procedure required to install such structures shall be provided at no additional cost to the Government. Cut-offs and/or splices of this type which are required through no fault of the Contractor shall be paid for by lump sum payments of $10.00 per cut-off and $25.00 per splice. Additionally, the portion of a Contractor furnished pile which is cut off when the Contractor is deemed to be not at fault, shall be paid for at 75 percent of the applicable contract unit price for the amount measured in accordance with below paragraph 1.2.12.2 "Measurement".

Piles, which are directed to be pulled and found to be in good condition, will be paid for at the contract price for furnishing and driving the pile in its original position. The cost of pulling will be paid for at 25 percent of the contract unit price and when such piles are redriven, the cost of redriving will be paid for at 25 percent of the contract unit price for that portion of the pile acceptably redriven below the cut-off elevation. When piles are pulled and found to be defective and/or damaged due to Contractor negligence, no payment will be made for originally furnishing and driving such piles, nor for the operation for pulling.

Piles replacing defective or damaged piles will be paid for at the applicable contract unit price. Piles which are pulled and found to be damaged through no fault of the Contractor, will be paid for at the applicable contract unit price for originally installing the damaged pile

SECTION 01 22 00.00 10 Page 12 plus 25% of the applicable contract unit price for the cost of pulling.

Subsequently, when a new pile is furnished and driven, it shall be paid for at the applicable contract unit price.

1.2.12.2 Measurement

Measurement of driven steel sheet piling, except for fabricated piles (special corners, transitions, tee sections, etc.) and rolled corners, will be by the square foot of piling acceptably installed. The length of each pile driven will be measured to the nearest tenth of a linear foot and converted to square feet for payment purposes. The square footage will be determined by multiplying the number of piles times the measured length acceptably driven below the cut-off elevation shown on the drawings times the theoretical driving width of the pile. The number of piles paid for will be based on the number of floodwall sheet piles shown on the Contractor's approved shop drawings submitted after demolition of the existing floodwall. When driven piles are directed to be cut off before reaching the penetration depth shown on the drawings, that portion cut off will be measured for payment on the basis of its total length, provided that the length is not greater than the difference between the total length of piles shown on the plans for that location and the length of piles driven below the cut-off elevation. No deduction will be made for holes cut for drains and utilities in computing the area of steel sheet pile structures. The portion of any pile driven below the tip elevation shown on the drawings will not be measured for payment unless overdriving is directed by the Contracting Officer. No separate measurement will be made for the fabricated piles and rolled corners, or sheet piling void backfill.

1.2.12.3 Unit of Measure

Unit of measure, Square Foot: SF

1.2.13 Installation, Maintenance, Repositioning, and Removal of Cellular Barriers

1.2.13.1 Payment

Payment will be made at the contract unit price per linear foot for "Installation, Maintenance, Repositioning, and Removal of Cellular Barriers". Price and payment shall constitute full compensation for all equipment, labor and materials required for assembling, setting, adjusting, maintaining, repositioning, disassembling, and stowing of Cellular Barriers as required to complete the work specified in Section 01 53 00.01 12 TEMPORARY FLOOD PROTECTION. Damage to deployed temporary flood protection systems resulting from the Contractor's operations shall be repaired at no additional expense to the Government.

1.2.13.2 Measurement

Measurement for temporary flood protection systems satisfactorily deployed shall be made by the linear foot.

1.2.13.3 Unit of Measure

Unit of measure, Linear Foot: LF

SECTION 01 22 00.00 10 Page 13

1.2.14 Toe Drain System

1.2.14.1 Payment

Payment for Toe Drain System performed as described in Section 33 46 16 SUBDRAINAGE SYSTEM will be made at the contract unit price per linear foot for "Toe Drain System". Price and payment shall constitute full compensation for furnishing all equipment and performing all labor for construction of the completed toe drain system. Outlets and manholes as specified on the contract drawings are incidental to the "Toe Drain System". No separate measurement or payment will be made for outlets or manholes.

1.2.14.2 Measurement

Measurement for Toe Drain System satsifactorily installed shall be made made by the linear foot.

1.2.14.3 Unit of Measure

Unit of measure, Linear Foot: LF

1.2.15 Sheet Pile Cutoff PZ 22

1.2.15.1 Payment

Payment for steel sheet piling acceptably installed and measured in accordance with Section 31 41 16.00 12 STEEL SHEET PILING will be made at the contract unit price per square foot for "Sheet Pile Cutoff PZ 22".

Price and payment shall constitute full compensation for furnishing all plant, labor, materials, and equipment required to complete the work as specified in Section 31 41 16.00 12 STEEL SHEET PILING, and as shown on the drawings, including fabricating, adding cover plates,…