Amendment 0002_ Manatee Harbor DMMA 20B0006.pdf

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Attached to
Manatee Harbor DMMA Offloading 2020, Manatee County, Florida Federal contract opportunity
Solicitation number
W912EP20B0006
Issued by
Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

This document provides details for Amendment 0002 to Solicitation Number W912EP20B0006 for the Manatee Harbor DMMA Offloading 2020 project in Manatee County, Florida. The amendment revises the bid receipt date from August 21, 2020 to August 25, 2020. It also replaces Section 01 11 00 in Volume 2 and adds a site visit roster. The project involves excavating material from the Manatee Harbor Dredge Material Management Area and transporting it via truck approximately 7.5 miles to the Washington Park Placement Site. Work includes constructing a haul road, placing excavated material in a fill template, clearing and grubbing, seeding, installing drainage structures, and environmental monitoring. The estimated period of performance is 365 calendar days from notice to proceed. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Jacksonville.

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Other files attached to Manatee Harbor DMMA Offloading 2020, Manatee County, Florida, newest first.
File Type Posted
W912EP20B0006 Abstract Manatee Harbar DMMA signed DS.pdf PDF
Amendment 0005 Manatee Harbor DMMA 20B0006.pdf PDF
Amendment 0004 Manatee Harbor DMMA 20B0006 (2).pdf PDF
Amendment 0003 Manatee Harbor DMMA 20B0006.pdf PDF
Amendment 0002 Manatee Harbor DMMA 20B0006.pdf PDF
Amendment 0001 Manatee Harbor DMMA 20B0006.pdf PDF
VOL 1 Manatee Harbor DMMA 20B0006.pdf PDF
GDR FILES Manatee Offloading.pdf PDF
VOLUME 2 Manatee Offloading.pdf PDF
PLANS_Manatee Offloading.pdf PDF

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

Manatee Harbor DMMA Off-Loading 2020 Manatee County, Florida

Amendment 0002 is being issued to include changes to Volume 1, DELETE and REPLACE Section 01 11 00 in Volume 2, and Add Site Visit Register.

Receipt of Bids is revised from 21 August 2020 @ 2:00 pm Eastern Time to 25 August 2020 @ 2:00 pm Eastern Time.

See Summary of Changes for complete details.

All other conditions remain the same.

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.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EP20B0006

X 9B. DATED (SEE ITEM 11)

22-Jul-2020

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.

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

18-Aug-2020

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 CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

Manatee Harbor DMMA Off-Loading 2020 Manatee County, Florida

SUMMARY OF CHANGES

1. CONSTRUCTION SOLICITATION AND SPECIFICATIONS:

A. Changes are indicated by asterisks appearing before and after the line or lines where amendments have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. Text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

DELETE Section 01 11 00 and REPLACE with the attached Section 01 11 00.

DELETE 1442 and CLAUSES and REPLACE 1442 and CLAUSES in it’s Entirety

ADD Site Visit Roster

2. DRAWINGS (Separate Electronic File): The following are changes to the drawings.

Drawings should be adequately marked to indicate that they have been changed. Drawings furnished to the Contractor in accordance with the Contract Clause entitled "CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS" will be revised to reflect the revisions made herein.

N/A.

(End of Summary of Changes)

W912EP20B0006 1 Amendment 0002

Manatee Harbor DMMA Off-loading 2020

SECTION 01 11 00 Page 1 W912EP-20-B-0006 Amendment 0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Working Hours

1.2.3 Working Outside Regular Hours

1.2.4 Location

1.2.5 Safety Requirements

1.2.6 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

1.5.4 Surveys

1.6 LAYOUT OF WORK

1.7 DAMAGE TO WORK

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

1.8.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.8.2 Contractor Responsibility

1.9 UNITS OF MEASURE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

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 for Manatee Harbor DMMA OFF-loading 2020, Manatee County, Florida.

EM 385-1-1 Safety and Health Requirements Manual

Surveys Electronic Survey Files Provided forHydrographic ODMDS Survey

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project consists of excavating material out of the Manatee Harbor Dredge Material Management Area (DMMA) located in Manatee County, Florida. The material will be transported via truck haul approximately

7.5 miles south to the Washington Park Placement Site. Project work consists of the construction of a haul road using satisfactory material from a site other than the DMMA to a finished crest elevation of 18.6 feet (NAVD88). Material from the DMMA will be excavated and placed at the southern end of the haul road from Sta. 21+00 to Sta. 31+00 to elevations up to 35 feet (NAVD88) or until fill material is exhausted. Contractor may not fill entire placement area as quantity of suitable material is unknown. The placed material will be surrounded by a perimeter silt fence. The Contractor is not responsible for the construction of the entrance road. Project work also includes clearing and grubbing, seeding, installation of HDPE culverts, maintenance of the entrance road and environmental monitoring.The Contractor is not responsible for the construction and maintenance of the Entrance road. Project work also includes clearing and grubbing, seeding, installation of HDPE culverts, and environmental monitoring.

1.2.2 Working Hours

Regular working hours must consist of a 12 hour period between 7:00 a.m.

and 7:00 p.m. Monday through Saturday, excluding Government holidays.

1.2.3 Working Outside Regular Hours

Work outside regular working hours requires Contracting officer approval.

SECTION 01 11 00 Page 3

Make application 15 calendar days prior to such work to allow arrangements to be made by the government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting officer may provide work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.2.4 Location

The Excavation site is located at the Manatee Harbor Dredge Material Management Area (DMMA). Washington Park Placement Site is located east of a railroad, south of 39th St. E., west of 8th Ave. E. and north of 30th St. E. situated in Palmetto, Florida.

1.2.5 Safety Requirements

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

1.2.6 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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.

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.

SECTION 01 11 00 Page 4

1.5.4 Surveys

Surveys indicated in paragraph REFERENCES above are provided as separate electronic files.

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.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will 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, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job 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 job 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 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.

1.8.1 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

SECTION 01 11 00 Page 5 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.

1.8.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, 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. Include the number of actual adverse weather delay 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.

1.9 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of work. Clearly denote which system of measure is being utilized, referenced or discussed on all survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings. Any omission or inaccurate use of a unit of measure will not relieve the Contractor of their responsibilities under the Contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote both standard U.S. system and metric system where appropriate. 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 USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

The information contained on this sheet ls not protected under the Privacy Act.

Any Information provided is subject to release.

Solicitation No. W912EP-20-B-0006 Manatee Harbor DMMA Offloading 2020

Manatee County, Florida

SITE VISIT

Thursday, August 13, 2020 10:30 AM

Or anization E-mail Address

USACE andy.d.cummings@usace.army.mil

Phone Number

813-348-0690

Z.2.Z.:-

W912EP20B0006 Amendment 0002

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