W912EP-16-R-0019_Amendment_0010.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

DREDGE MATERIAL MANAGEMENT AREA O-7, OKEECHOBEE WATERWAY, MARTIN COUNTY, FLORIDA

A. SEE CONTINUATION SHEET FOR AMENDMENT DETAILS. ALSO PLEASE NOTE REVISED STANDARD FORM (SF) 1442.

B. THE GOVERNMENT HAS EXTENDED THE DUE DATE: FROM: SEPTEMBER 07, 2016 @ 2:00 P.M. EST TO: SEPTEMBER 09, 2016

@ 2:00 P.M. EST.

ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED

1. CONTRACT ID CODE PAGE OF PAGES

1 134

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912EP-16-R-0019

X 9B. DATED (SEE ITEM 11)

13-May-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 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

26-Aug-2016

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W912EP-16-R-0019 00010A- AMENDMENT 0010

SF 30 CONTINUATION SHEET

SPECIFICATIONS:

ADD the attached Revised Standard Form 1442 to the specifications.

DESCRIPTIVE CHANGES TO THE SPECIFICATIONS: The following are descriptive changes to the specifications. Specifications should be adequately marked to indicate that they have been changed.

TABLE OF CONTENTS

Replace the Table of Contents with the attached.

BID SCHEDULE

Delete the bid schedule in its entirety and replace with the new revised bid schedule attached.

SECTION: 01 11 00 – SUMMARY OF WORK

Delete Section 01 22 00 in its entirety and replace with the new revised Section 01 22 00 attached.

SECTION: 01 22 00 - MEASUREMENT AND PAYMENT

Delete Section 01 22 00 in its entirety and replace with the new revised Section 01 22 00 attached.

SUBMITTAL REGISTER

Delete the submittal in its entirety and replace with the new revised submittal register attached.

SECTION: 01 33 10 – SUBMITTAL FOR ROADWAY BOX CULVERTS (FDOT)

Delete Section 01 33 10 in its entirety.

SECTION: 01 50 02 – TEMPORARY CONSTRUCTION FACILITIES

Delete Section 01 50 02 in its entirety and replace with the new revised Section 01 50 02 attached.

SECTION: 35 31 19 – STONE PROTECTION FOR STRUCTURES

Delete Section 35 31 19 in its entirety and replace with the new revised Section 35 31 19 attached.

SECTION: 35 41 00 – TURBIDITY AND DISPOSAL MONITORING - BAKERS HAULOVER

Delete Section 35 41 00 in its entirety and replace with the new revised Section 35 41 00 attached.

2. DESCRIPTIVE CHANGES TO DRAWINGS:

SEE ATTACHED.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W912EP-16-R-0019

2. TYPE OF SOLICITATION 3. DATE ISSUED

13-May-2016

PAGE OF PAGES

SEALED BID (IFB)

NEGOTIATED(RFP) X

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

W32CS560775023

6. PROJECT NO.

7. ISSUED BY CODE W912EP 8. ADDRESS OFFER TO (If Other Than Item 7) CODE

USA ENGINEER DISTRICT, JACKSONVILLE

701 SAN MARCO BLVD

JACKSONVILLE REGIONAL CONTRACTING CENTER

JACKSONVILLE FL 32207-8175

TEL: FAX:

See Item 7

TEL: FAX:

9. FOR INFORMATION

CALL:

A. NAME

TIMOTHY G HUMPHREY

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

904-232-1072

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS(Title, identifying no., date):

Dredge Material Management Area O-7, Okeechobee Waterway, Martin County, Florida

DESCRIPTION OF WORK: REFER TO PARAGRAPH WORK COVERED BY CONTRACT DOCUMENTS IN SECTION 01 11 00 FOR

COMPLETE PROJECT DESCRIPTION

DRAWINGS: SEE DFARS CLAUSE 252.236-7001, CONTRACT DRAWINGS AND SPECIFICATIONS, IN SECTION 00700

MAGNITUDE OF CONSTRUCTION IS BETWEEN $5,000,000.00 AND $10,000,000.00. THIS

PROCUREMENT IS A SMALL BUSINESS SET-ASIDE (SBSA). THE NAICS CODE FOR

THIS PROJECT IS 237990 AND THE SMALL BUSINESS SIZE STANDARD IS $36.5 MILLION

***BLOCK 11 - SEE SECTION 00700, CLAUSE 52.211-10 FOR PERIOD OF PERFORMANCE.

***BLOCK 13A - SEE SECTION 00100A for number of copies.

A SITE VISIT HAS BEEN SCHEDULED. SEE SECTION 00100, FAR CLAUSE 52.236-27 Alt I FOR DETAILS.

You must be registered in the System for Award Management (SAM), per FAR Clause: 52.204-7 – SYSTEM FOR AWARD MANAGEMENT (JULY 2013) in Section 00101, in order to receive an award from this solicitation. The SAM website is located at http://www.sam.gov.

11. The Contractor shall begin performance within 45 calendar days and complete it within 571 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See *** Section 00700, .)

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and *** copies to perform the work required are due at the place specified in Item 8 by 02:00 PM (hour) local time 07 Sept 07 09 Sept 2016 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 90 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

Amendment 0010 http://www.sam.gov/

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE

FACILITY CODE

See Item 14

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN 20B. SIGNATURE 20C. OFFER DATE

OFFER (Type or print)

AWARD

(To be completed by Government)

21. ITEMS ACCEPTED:

SEE SCHEDULE

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

(4 copies unless otherwise specified) 10 U.S.C. 2304(c) 41 U.S.C. 253(c)

26. ADMINISTERED BY

SOUTH FLORIDA AREA OFFICE

SUITE 203

4400 PGA BOULEVARD

PALM BEACH, FL 33410

CODE K3M0J00 27. PAYMENT WILL BE MADE BY CODE 964145

USACE FINANCE CENTER

5722 INTEGRITY DRIVE

ATTN: CEFC-AO-P

MILLINGTON, TN 38054-5005

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this 29. AWARD

(Contractor is not required to sign this document.)

document and return _ copies to issuing office.) Contractor agrees Your offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print) summates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

NSN 7540-01-155-3212 00010-2 STANDARD FORM 1442 BACK (REV. 4-85)

Amendment 0010

Amendment 0010 Plans Changes

The following Drawings were deleted from the Plan Set:

G-10, V-02, C-15 thru C-28, S-12, and R-01 thru R-08

The following revisions were made to the remaining Drawings:

G-01 - The Permanent Site Access Road is replaced by an Existing Site Access.

G-02 - The index has been changed to reflect the sheets which have been removed regarding the access road and the box culvert.

G-04 - The Permanent Site Access Road is replaced by an Existing Site Access.

G-06 The connection between the DMMA entry and the proposed access road has been reconfigured to remove the access road from the project and connect the entry to the existing agricultural dirt road.

The end of the perimeter swale on the west side of the DMMA has been shortened and shifted westerly to coincide with the reconfigured entry.

G-07 - The connection between the DMMA entry and the proposed access road has been reconfigured to remove the access road from the project and connect the entry to the existing agricultural dirt road.

The end of the perimeter ditch on the west side of the DMMA has been shortened and shifted westerly to coincide with the reconfigured entry. The coordinates for the perimeter ditch have been updated accordingly.

G-08 - The connection between the DMMA entry and the proposed access road has been reconfigured to remove the access road from the project and connect the entry to the existing agricultural dirt road.

The end of the perimeter ditch on the west side of the DMMA has been shortened and shifted westerly to coincide with the reconfigured entry. The coordinates for the site entrance have been updated accordingly.

G-09 - The connection between the DMMA entry and the proposed access road has been reconfigured to remove the access road from the project and connect the entry to the existing agricultural dirt road.

The end of the perimeter ditch on the west side of the DMMA has been shortened and shifted westerly to coincide with the reconfigured entry. The coordinates for the site entrance have been updated accordingly. The outer edges of the existing dirt road have been displayed on the sheet at the connection to the site entry.

C-01 - The connection between the DMMA entry and the proposed access road has been reconfigured to remove the access road from the project and connect the entry to the existing agricultural dirt road.

The end of the perimeter ditch on the west side of the DMMA has been shortened and shifted westerly to coincide with the reconfigured entry. The outer edges of the existing dirt road have been displayed on the sheet at the connection to the site entry. The site fence along the western property boundary has been moved 130’ to the east and routed around an existing dirt road intersection located on the SW corner of the property. The staging area has been reconfigured to coincide with the new entry configuration. Profile line A1 has been moved to STA. 46+05.92. The bottom of the outside ramp into the DMMA was shifted to the west slightly. The western perimeter ditch outfall is shown in its new location. The security fence has been labeled as 6’ high.

C-02 - The connection between the DMMA entry and the proposed access road has been reconfigured to remove the access road from the project and connect the entry to the existing agricultural dirt road.

The end of the perimeter ditch on the west side of the DMMA has been shortened and shifted westerly to coincide with the reconfigured entry. The outer edges of the existing dirt road have been displayed on the sheet at the connection to the site entry. The site fence along the western property boundary has been moved 130’ to the east and routed around an existing dirt road intersection located on the SW corner of the property. Structure S-1 & S-2 are shown in their new locations as well as their connecting pipe.

C-03 - The connection between the DMMA entry and the proposed access road has been reconfigured to remove the access road from the project and connect the entry to the existing agricultural dirt road.

The end of the perimeter ditch on the west side of the DMMA has been shortened and shifted westerly to coincide with the reconfigured entry. The outer edges of the existing dirt road have been displayed on the sheet at the connection to the site entry. The new site entry has been regraded. Structure S-2 has a new invert of 7.90 and the connecting pipe between S-1 and S-2 has a new length of 90LF.

C-06 - Profile A1 has been revised and its new position is STA 46+05.92.

C-12 - Cross-sections 45+00, 46+00, 47+00, and 48+00 have been updated to reflect the new entry configuration.

W912EP-16-R-0019 00010A-1 Amendment #0010

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 LIABILITY INSURANCE 1 LUMP SUM $____________

0002 CLEARING AND GRUBBING ACCESS ROAD 7 ACRE $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0003 ACCESS ROAD CONSTRUCTION 10,620 LINEAR FOOT $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0004 BOX CULVERT (ACCESS ROAD) 1 LUMP SUM $____________

0005 CULVERTS 1 LUMP SUM $____________

0006 DRAINAGE STRUCTURES 1 LUMP SUM $____________

0007 CLEARING AND GRUBBING CONTAINMENT 40 ACRE $____________ $____________

AREA (ESTIMATED QUANTITY - SEE NOTE 4)

0008 CONTAINMENT DIKE CONSTRUCTION 174,300 319,000 CUBIC YARD $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0009 DRAINAGE BLANKET 5,030 LINEAR FOOT $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0010 SOODING (ESTIMATED QUANTITY - SEE NOTE 4) 20 ACRE $____________ $____________

0011 PERIMETER DITCH 5,400 5310 LINEAR FOOT $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0012 PERIMETER ROAD AND RAMP STABILIZATION 9,120 12,120 SQUARE YARD $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0013 RIPRAP (ESTIMATED QUANTITY - SEE NOTE 4) 85 SQUARE YARD $____________ $____________

0014 WEIR RISER STRUCTURES AND FOUNDATION 1 LUMP SUM $____________

0015 FLOATING ALUMINUM WEIR PLATFORM 1 LUMP SUM $____________

AND ACCESS GANGWAY

0016 WEIR OUTFALL PIPES 284 LINEAR FOOT $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0017 FENCING (ESTIMATED QUANTITY- SEE NOTE 4) 7,760 7,440 LINEAR FOOT $____________ $____________

0018 PRECONSTRUCTION GOPHER TORTOISE SURVEY 1 LUMP SUM $____________

0019 GOPHER TORTOISE RELOCATION 50 5 EACH $____________ $____________

(ESTIMATED QUANTITY - SEE NOTE 4)

0020 ENDANGERED SPECIES OBSERVER 1 LUMP SUM $____________

TOTAL BID (ITEM 0001 THROUGH ITEMS 0020) $____________

NOTES:

(1) SEE SECTION 00100, "INSTRUCTIONS TO OFFERORS".

(2) BIDDERS MUST COMPLETE ALL LINE ITEMS. SEE PROVISION AT 52.214-18 (SECTION 00100).

(3) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF1442, SECTION 00010A AND SECTION 00101) COULD RENDER YOUR BID NONRESPONSIVE. SEE PARAGRAPH 999.214-4018 (SECTION 00100).

(4) QUANTITY, AREA AND LENGTH ESTIMATES ARE FOR BIDDING PURPOSES ONLY. ACCURATE DETERMINATIONS OF LENGTHS, AREAS AND VOLUMES WILL BE PRODUCED DURING THE AS-BUILT SURVEYING PHASE .

OKEECHOBEE WATERWAY

CONSTRUCTION OF DREDGED MATERIAL MANAGEMENT AREA O-7

MARTIN COUNTY, FLORIDA

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This page was intentionally left blank for duplex printing.

Dredged Material Management Area O-7, Okeechobee W912EP-16-R-0019 Waterway, Martin County, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32 GEOTECHNICAL DATA REPORT

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 78 02 CLOSEOUT SUBMITTALS

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 14 00.13 WELDING STRUCTURAL ALUMINUM FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 40 00.20 FLASHBOARD RISER SYSTEM

DIVISION 34 - TRANSPORTATION

34 71 00 ROADWAY STABILIZATION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION FOR STRUCTURES

35 41 00 DIKE CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Amendment 0010

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

09/15

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 LOCATION OF UNDERGROUND FACILITIES

1.8.1 Notification Prior to Excavation

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.9.2 Contractor Responsibility

1.10 UNITS OF MEASURE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 Amendment #0010

SECTION 01 11 00

SUMMARY OF WORK

09/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project consists of constructing an upland dredged material management area (DMMA O-7) on a 77-acre tract of former agricultural land located in Martin County, Florida. The disposal area dikes shall be constructed using fill material excavated from within the containment basin footprint. The finished dike crest elevation will be approximately 15 feet above existing grade. Twin steel-framed box riser weirs with composite weir boards shall be constructed to provide the site decant water system. The containment basin will be surrounded by a perimeter access road and perimeter ditch.

Project work also includes clearing and grubbing, fencing, access road construction, drainage structures, and slope protection.

1.2.2 Location

DMMA O-7 is located near Stuart, Florida approximately 1,000 feet north of the Okeechobee Waterway (OWW) channel in the vicinity of the St. Lucie Lock. The site property is surrounded on the west and north by commercial agricultural land and on the south and east by land held by the South Florida Water Management District and the Army Corps of Engineers.

1.2.3 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

SECTION 01 11 00 Page 2 Amendment #0010

b. In addition to the above, the following shall apply: The time for completion does not include establishment of grass. Grass shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of grass as set forth in the paragraph "SEED ESTABLISHMENT PERIOD" of Section 32 92 19 .

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

SECTION 01 11 00 Page 3 Amendment #0010

1.6.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 LOCATION OF UNDERGROUND FACILITIES

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer at least 10 days prior to starting excavation work. Contact Call Sunshine @ 800-638-4097 prior to excavating. Contractor is responsible for marking all utilities not marked by Call Sunshine.

SECTION 01 11 00 Page 4 Amendment #0010

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.9.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.10 UNITS OF MEASURE

The standard U.S. system of measure will be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission, unprofessional or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The

SECTION 01 11 00 Page 5 Amendment #0010 unit of measure used in this specification is the standard U.S. system.

The contract drawings denote standard U.S. system. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S.

system.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 6 Amendment #0010

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

10/15

PART 1 GENERAL

1.1 SUMMARY

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Liability Insurance (Line Item 0001)

1.4.2

1.4.3 Culverts and Mitered End Structures (Line Item 0005)

1.4.4 Drainage Structures S-1 and S-3 (Line Item 0006)

1.4.5 Weirs Riser Structures and Foundation (Line Item 0014)

1.4.6 Floating Aluminum Weir Platform and Access Gangway (Line Item

0015)

1.4.7 Preconstruction Gopher Tortoise Survey (Line Item 0018)

1.4.8 Endangered Species Observer (Line Item 0020)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 1.5.1.1 1.5.1.2 1.5.1.3 1.5.2 1.5.2.1 1.5.2.2 1.5.2.3

1.5.3 Clearing and Grubbing Containment Area (Line Item 0007)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Containment Dike Construction (Line Item 0008)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Drainage Blanket (Line Item 0009)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Sodding (Line Item 0010)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Perimeter Ditch (Line Item 0011)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

SECTION 01 22 00 Page 1 Amendment #0010

1.5.8 Perimeter Road and Ramp Stabilization (Line Item 0012)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Riprap (Line Item 0013)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Weir Outfall Pipes (Line Item 0016)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

1.5.11 Fencing (Line Item 0017)

1.5.11.1 Payment

1.5.11.2 Measurement

1.5.11.3 Unit of Measure

1.5.12 Gopher Tortoise Relocation (Line Item 0019)

1.5.12.1 Payment

1.5.12.2 Measurement

1.5.12.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

SECTION 01 22 00 Page 2 Amendment #0010

SECTION 01 22 00

MEASUREMENT AND PAYMENT

10/15

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 04 C0NTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

Provide a breakdown of lump sum items into proposed pay activities as part of the initial project schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

SECTION 01 22 00 Page 3 Amendment #0010

1.4 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 LINE ITEMS AND PRICING SCHEDULE and described 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 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.

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. The Schedule of Values shall be submitted for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Liability Insurance (Line Item 0001)

Payment will be made for all costs associated with a ten million dollar ($1,000,000) property damage liability insurance policy. This policy shall meet all requirements of FAR 52.228-5 in Section 00700 CONTRACT paragraph 999.228-4000 in Section 00800 SPECIAL REQUIREMENTS.

1.4.2 Box Culvert (Line Item 0004)

Payment will be made for all costs associated with or incidental to construction of the cast-in-place box culvert crossing Hog Creek along the site "Access Road", including foundation preparation, bedding stone, and construction of the required diversion ditching. See Sections 03 30 53

MISCELLANEOUS CAST-IN-PLACE CONCRETE, 05 50 13 MISCELLANEOUS METAL

FABRICATIONS, 05 05 23.16 STRUCTURAL WELDING, and 05 12 00 STRUCTURAL

STEEL.

1.4.3 Culverts and Mitered End Structures (Line Item 0005)

Payment will be made for costs associated with or incidental to furnishing and installing two 36 Inch perimeter ditch discharge culverts, mitered end structures S-2, S-4, S-5, and S-6; and 12"x18" ERCP, and 19"x30" ERCP , and 48-inch RCP access road culverts . Payment also includes placement of bedding material, excavation, and backfill.

1.4.4 Drainage Structures S-1 and S-3 (Line Item 0006)

Payment will be made for costs associated with or incidental to furnishing and installing two perimeter ditch FDOT "E" type drainage structures, S-1 and S-3 including placement of bedding stone, excavation, and backfill.

SECTION 01 22 00 Page 4 Amendment #0010

1.4.5 Weirs Riser Structures and Foundation (Line Item 0014)

Payment will be made for costs associated with operations necessary for the fabrication and installation of the weir riser structures and foundation; supplying composite weir riser flash boards of the type and number indicated in the drawings, and furnishing and installing the flashboard storage container. See Sections 03 30 53 MISCELLANEOUS

CAST-IN-PLACE CONCRETE, 05 50 13 MISCELLANEOUS METAL FABRICATIONS, 05 05

23.16 STRUCTURAL WELDING, 05 12 00 STRUCTURAL STEEL, and 33 40 00

FLASHBOARD RISER SYSTEM.

1.4.6 Floating Aluminum Weir Platform and Access Gangway (Line Item 0015)

Payment will be made for costs associated with operations necessary for the design, fabrication, and installation of the floating aluminum platforms and aluminum gangway to access the weirs. See Sections 05 50 13 MISCELLANEOUS METAL FABRICATIONS and 05 14 00 WELDING STRUCTURAL ALUMINUM

FRAMING.

1.4.7 Preconstruction Gopher Tortoise Survey (Line Item 0018)

Payment will be made for all costs associated with or incidental to performance of gopher tortoise survey(s) prior to the start of construction activities including but not limited to acquisition of applicable permit(s), services provided by qualified individuals, and coordination with permitting agencies. Tortoise surveys shall be performed in accordance with Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.8 Endangered Species Observer (Line Item 0020)

Payment will be made for all costs associated with or incidental to endangered species observers. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.5 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 LINE ITEMS AND PRICING 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, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Clearing and Grubbing Access Road (Line Item 0002)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to clearing, grubbing, scrapping, sorting, disposal of unsuitable material, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and noise control. All cleared material unsuitable for road base fill or topsoil shall be disposed of off-site by the contractor in a manner that complies with local, State and Federal regulations and is

SECTION 01 22 00 Page 5 Amendment #0010 acceptable to the Contracting Officer. See Section 31 11 00 CLEARING AND

GRUBBING.

1.5.1.2 Measurement

The total amount of area cleared and grubbed, and to be paid for under this contract, will be measured by surface area surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1.3 Unit of Measure

Acre.

1.5.2 Access Road Construction (Line Item 0003)

1.5.2.1 Payment

Payment will be made for all costs associated with or incidental to construction of the site access road including excavation, borrow, removal of unsuitable fill and other processing, transportation, placement of suitable materials, and disposal of materials; excavation, hauling and stockpiling of topsoil; prepping subsoil; and furnishing and placement of road stabilization materials; and prepping topsoil, control of dust and noise; and Sodding and watering cleared or otherwise disturbed areas associated with the access road outside the surfaced road and shoulders according to the requirements of Section 32 92 23 SODDING.

1.5.2.2 Measurement

The total amount of access road constructed and to be paid for under this contract, will be measured by surveys of completed road that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.2.3 Unit of Measure

Linear foot.

1.5.3 Clearing and Grubbing Containment Area (Line Item 0007)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to clearing, grubbing, stripping, scrapping, sorting, disposal of unsuitable material, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and disposal area(s) and noise control. All cleared material unsuitable for topsoil shall be disposed of off-site by the contractor in a manner that complies with local, State and Federal regulations and is acceptable to the Contracting Officer. See Section

31 11 00 CLEARING AND GRUBBING.

1.5.3.2 Measurement

The total amount of area cleared and grubbed, and to be paid for under this contract, will be measured by surface area surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

SECTION 01 22 00 Page 6 Amendment #0010

1.5.3.3 Unit of Measure

Acre.

1.5.4 Containment Dike Construction (Line Item 0008)

1.5.4.1 Payment

Payment will be made for material placed as required in the dike construction. Payment shall constitute full compensation for providing and maintaining access to the work site(s), furnishing all plant, labor, equipment and material, except earth material, and performing all operations necessary for stripping, processing (removal of unsatisfactory fill), foundation preparation and placing and compacting the suitable material, materials testing, moisture control, control of dust and noise, and perimeter road and ramp sub-base , and earthwork for the access road .

This payment includes excavating and transporting of the material as required in paragraph EXCAVATION. Excess material unnecessary for dike construction or other features shall be removed from the site and become the property of the contractor. No separate or direct payment will be made for stockpiling and disposition of stripped materials. All costs in connection therewith will be considered as a subsidiary obligation of the Contractor. If regrowth of vegetation or trees occurs after clearing and grubbing and before placement of dike, and the Contractor is required to clear and grub again prior to dike construction, no payment will be made for this additional clearing and grubbing. See Sections 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.4.2 Measurement

a. The total amount of material necessary to construct the dike, and to be paid for under this contract, will be determined from the original survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. "Dikes not constructed to design grade including allowable tolerance as indicated will not be accepted.

Volumes occupied by drainage structures will not be included in measurement of Dike Construction for payment.

b. The basis for measurement of fill placed by reason of soft material in the foundation being forced outward from the section will be a survey of the area taken prior to fill placement and a second survey of the same area after completion of fill placement. The cross sections will extend 50 feet beyond the toes of the fills. A cross section will be taken at each settlement measurement location.

1.5.4.3 Unit of Measure

Cubic yard.

1.5.5 Drainage Blanket (Line Item 0009)

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to furnishing materials and installing the drainage blanket along the outside toe of the containment dike. Payment shall constitute full compensation for preparing the underlying soil layer; for furnishing all material, equipment, plant, SECTION 01 22 00 Page 7 Amendment #0010 and tools; and other incidentals necessary to complete the work required by Section 35 41 00 DIKE CONSTRUCTION.

1.5.5.2 Measurement

The total amount of drainage blanket constructed, and to be paid for under this contract, will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.5.3 Unit of Measure

Linear foot

1.5.6 Sodding (Line Item 0010)

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to prepping topsoil, Sodding and watering the containment dike slopes and all cleared or otherwise disturbed areas within the containment site property exclusive of the access road . See Section 31 11 00 CLEARING AND GRUBBING and Section 32 92 23 SODDING.

1.5.6.2 Measurement

The total amount of area sodded, and to be paid for under this contract, will be measured by surface area surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.6.3 Unit of Measure

Acre.

1.5.7 Perimeter Ditch (Line Item 0011)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to constructing the perimeter ditch, and installing slope protecting. See Section 35 41 00 DIKE CONSTRUCTION.

1.5.7.2 Measurement

The total amount of length of the perimeter ditch to be paid for under this contract, will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.7.3 Unit of Measure

Linear foot.

1.5.8 Perimeter Road and Ramp Stabilization (Line Item 0012)

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to furnishing

SECTION 01 22 00 Page 8 Amendment #0010 and placing road surface stabilization material on the containment dike perimeter road and basin interior ramps. See Sections 34 71 00.16 ROADWAY STABILIZATION and 35 41 00 DIKE CONSTRUCTION.

1.5.8.2 Measurement

The total area of stabilization material placed, and to be paid for under this contract, will be measured by surveys in accordance with Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.8.3 Unit of Measure

Square yard.

1.5.9 Riprap (Line Item 0013)

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to furnishing and installing slope protecting riprap and associated erosion control fabric. See Section 35 41 00 LEVEE CONSTRUCTION, Section 31 05 19 GEOTEXTILE and Section 35 31 19 STONE PROTECTION.

1.5.9.2 Measurement

The total amount of riprap area to be paid for under this contract will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Riprap placed outside the limits and dimensions as shown on the drawings will not be cause for an equitable adjustment to this contract cost or duration.

The estimated quantity for this line item does not include tolerances.

The Contractor is responsible for considering the cost of required tolerances, and include this cost in the unit price for this line item.

1.5.9.3 Unit of Measure

Square yard.

1.5.10 Weir Outfall Pipes (Line Item 0016)

1.5.10.1 Payment

Payment will be made for costs associated with or incidental to…