Amendment_0001.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

NAPLES TO GORDON PASS, FLORIDA, MAINTENANCE DREDGING, 10 AND 12-FOOT PROJECT, COLLIER COUNTY, FLORIDA

The proposal due date has changed from May 27, 2016 at 2:00PM EST to June 1, 2016 at 2:00PM EST.

See the continuation sheet for additional information.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY 18-May-2016

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP-16-B-0003

X 9B. DATED (SEE ITEM 11)

27-Apr-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 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

18-May-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 CODECODE

EMAIL:TEL:

1 59

SF 30 CONTINUATION SHEET

NAPLES TO GORDON PASS, FLORIDA, MAINTENANCE DREDGING

10 AND 12-FOOT PROJECT, COLLIER COUNTY, FLORIDA

W912EP-16-B-0003 2 Amendment 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this amendment. In some cases, additional clauses are attached to this amendment.

B. In Volume 2 sections except for Section 00 33 50, the 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.

Changes to Specifications:

Volume 1 of 2 – Contract Documents:

ADD Clause 52.203-11 to Section 00101.

ADD Clause 52.249-5000 and Clause UAI 31.105-100 to Section 00800.

DELETE Design Authentication and REPLACE with the attached signed Design Authentication.

DELETE Section 00010A and REPLACE with the attached revised Section 00010A.

Volume 2 of 2 – Technical Specifications:

DELETE Section 00 33 50 and REPLACE with the attached revised Section 00 33 50.

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

DELETE Section 01 22 00 and REPLACE with the attached revised Section 01 22 00.

DELETE Section 35 20 23 and REPLACE with the attached revised Section 35 20 23.

2. DRAWINGS:

DELETE Drawing No. G-02 and REPLACE with the attached revised Drawing No. G-02.

DELETE Drawing No. C-02 and REPLACE with the attached revised Drawing No. C-02.

DELETE Drawing No. C-05 and REPLACE with the attached revised Drawing No. C-05.

DELETE Drawing No. C-06 and REPLACE with the attached revised Drawing No. C-06.

DELETE Drawing No. C-07 and REPLACE with the attached revised Drawing No. C-07.

3. ADDITIONAL INFORMATION AVAILABLE TO BIDDERS:

A Boundary Survey.

(End of Summary of Changes)

W912EP-16-B-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00010A - LINE ITEMS & PRICING SCHEDULE

SUMMARY OF CHANGES

SECTION 00101 - REPRESENTATIONS & CERTIFICATIONS

The following have been added by full text:

52.203-11 CERTIFICATION AND DISCLOSURE REGARDING PAYMENTS TO INFLUENCE CERTAIN

FEDERAL TRANSACTIONS (SEP 2007)

(a) Definitions. As used in this provision--``Lobbying contact'' has the meaning provided at 2 U.S.C. 1602(8). The terms ``agency,'' ``influencing or attempting to influence,'' ``officer or employee of an agency,'' ``person,'' ``reasonable compensation,'' and ``regularly employed'' are defined in the FAR clause of this solicitation entitled ``Limitation on Payments to Influence Certain Federal Transactions'' (52.203-12).

(b) Prohibition. The prohibition and exceptions contained in the FAR clause of this solicitation entitled ``Limitation on Payments to Influence Certain Federal Transactions'' (52.203-12) are hereby incorporated by reference in this provision.

(c) Certification. The offeror, by signing its offer, hereby certifies to the best of its knowledge and belief that no Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress on its behalf in connection with the awarding of this contract.

(d) Disclosure. If any registrants under the Lobbying Disclosure Act of 1995 have made a lobbying contact on behalf of the offeror with respect to this contract, the offeror shall complete and submit, with its offer, OMB Standard Form LLL, Disclosure of Lobbying Activities, to provide the name of the registrants. The offeror need not report regularly employed officers or employees of the offeror to whom payments of reasonable compensation were made.

(e) Penalty. Submission of this certification and disclosure is a prerequisite for making or entering into this contract imposed by 31 U.S.C. 1352. Any person who makes an expenditure prohibited under this provision or who fails to file or amend the disclosure required to be filed or amended by this provision, shall be subject to a civil penalty of not less than $10,000, and not more than $100,000, for each such failure.

(End of provision)

SECTION 00800 - SPECIAL REQUIREMENTS

The following have been added by full text:

W912EP-16-B-0003

52.249-5000 Basis for Settlement of Proposals.

Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis under FAR 49.206-2(b). In evaluating a terminations settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of FAR 31.205-11).

(5) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

(End of clause)

UAI 31.105-100 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 2013)

(a) This special contract requirement does not apply to terminations. See 52.249-5000, Basis for Termination Settlement Proposals, and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region III. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

(End of special contract requirement) (CESAJ paragraph number 998.231-1)

Naples to Gordon Pass, Florida W912EP-16-B-0003 Maintenance Dredging, 10 and 12-Foot Project

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

JEFF E. BERGEN, P.E.

CHIEF, WATERWAYS SECTION, DESIGN BRANCH

ENGINEERING DIVISION

LUIS A. RUIZ, P.E.

CHIEF, GEOTECHNICAL BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

FOR

CONGER.STEPHEN.R

USSELL.1230638744

Digitally signed by

CONGER.STEPHEN.RUSSELL.1230638744

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CONGER.STEPHEN.RUSSELL.1230638744 Date: 2016.05.04 14:16:42 -04'00'

RUIZ.LUIS.ANGEL.1232169776

Digitally signed by RUIZ.LUIS.ANGEL.1232169776 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=RUIZ.LUIS.ANGEL.1232169776 Date: 2016.05.05 04:49:50 -04'00'

DUDLEY.DAVID.F

.1399388569

Digitally signed by DUDLEY.DAVID.F.1399388569 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=DUDLEY.DAVID.F.1399388569 Date: 2016.05.12 15:23:47 -04'00'

BOROCHANER.LAU

REEN.A.1229042080

Digitally signed by

BOROCHANER.LAUREEN.A.1229042080

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=BOROCHANER.LAUREEN.A.1229042080 Date: 2016.05.17 09:46:17 -04'00'

Amendment 0001

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

NAPLES TO GORDON PASS, FLORIDA

MAINTENANCE DREDGING

10 AND 12-FOOT PROJECT

W912EP-16-B-0003 00010A-1 Amendment 0001

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE:

0001 MOBILIZATION AND DEMOBILIZATION 1 LUMP SUM $_______________

0002 EXCAVATION, UNCLASSIFIED

* CUT-1 B/N STA. 14+00 AND STA. 44+00 *

(ESTIMATED QUANTITY) 65,000 CUBIC YARD $___________ $_______________

0003 TURBIDITY MONITORING 1 LUMP SUM $_______________

0004 ENDANGERED SPECIES OBSERVER 1 LUMP SUM $_______________

0005 BEACH TILLING (ESTIMATED QUANTITY) 8.2 ACRE $___________ $_______________

0006 VIBRATION CONTROL AND MONITORING 1 LUMP SUM $_______________

TOTAL BASE (LINE ITEMS 0001 THROUGH 0006) $_______________

ADDITIVE BID ITEM I:

0007 EXCAVATION, UNCLASSIFIED

CUT-3 STA. 0+75 TO CUT-4 STA. 8+36.75

(ESTIMATED QUANTITY) 15,000 CUBIC YARD $___________ $_______________

0008 TURBIDITY MONITORING 1 LUMP SUM $_______________

0009 ENDANGERED SPECIES OBSERVER 1 LUMP SUM $_______________

0010 BEACH TILLING (ESTIMATED QUANTITY) 1.1 ACRE $___________ $_______________

0011 VIBRATION MONITORING 1 LUMP SUM $_______________

TOTAL ADDITIVE BID ITEM I (LINE ITEMS 0007 THROUGH 0011) $_______________

TOTAL BASE AND ADDITIVE BID ITEM I (LINE ITEMS 0001 THROUGH 0011) $_______________

ADDITIVE BID ITEM II:

0012 EXCAVATION, UNCLASSIFIED

SETTLING BASIN B/N STA. 28+00 AND STA. 42+00

(ESTIMATED QUANTITY) 35,000 CUBIC YARD $___________ $_______________

0013 TURBIDITY MONITORING 1 LUMP SUM $_______________

0014 ENDANGERED SPECIES OBSERVER 1 LUMP SUM $_______________

0015 BEACH TILLING (ESTIMATED QUANTITY) 1.6 ACRE $___________ $_______________

0016 VIBRATION MONITORING 1 LUMP SUM $_______________

TOTAL ADDITIVE BID ITEM II (LINE ITEMS 0012 THROUGH 0016) $_______________

TOTAL BASE AND ADDITIVE BID ITEMS I AND II (LINE ITEMS 0001 THROUGH 0016) $_______________

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

NAPLES TO GORDON PASS, FLORIDA

MAINTENANCE DREDGING

10 AND 12-FOOT PROJECT

W912EP-16-B-0003 00010A-2 Amendment 0001

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

ADDITIVE BID ITEM III:

0017 EXCAVATION, UNCLASSIFIED

SETTLING BASIN B/N STA. 14+00 AND STA. 28+00

(ESTIMATED QUANTITY) 35,000 CUBIC YARD $___________ $_______________

0018 TURBIDITY MONITORING 1 LUMP SUM $_______________

0019 ENDANGERED SPECIES OBSERVER 1 LUMP SUM $_______________

0020 BEACH TILLING (ESTIMATED QUANTITY) 1.6 ACRE $___________ $_______________

0021 VIBRATION MONITORING 1 LUMP SUM $_______________

TOTAL ADDITIVE BID ITEM III (LINE ITEMS 0017 THROUGH 0021) $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0021) $_______________

NOTES: (1) OFFERORS MUST BID ON ALL LINE ITEMS. SEE PROVISION AT 52.214-18 (SECTION 00100).

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

(3) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF 1442, SECTION 00010A, SECTION 00101 AND BID GUARANTEE) COULD RENDER YOUR BID NON-RESPONSIVE. SEE PARAGRAPH 999.214-4018 OF SECTION 00100. SEE

CLAUSE 52.214-18 PREPARATION OF BIDS--CONSTRUCTION OF SECTION 00100.

(4) THE TOTAL QUANTITY SHOWN FOR EACH EXCAVATION LINE ITEM INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN THE DATES OF SURVEYS SHOWN ON THE DRAWINGS AND ACTUAL DREDGING. THE CONTRACTOR SHALL NOT PERFORM WORK IN EXCESS OF THE TOTAL ESTIMATED QUANITITY GIVEN FOR EACH LINE ITEM WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT LEAST ONE WEEK PRIOR TO THE ANTICIPATED DATE THAT THE ESTIMATED

QUANTITY MAY BE EXCEEDED. ACTUAL QUANTITIES MAY VARY.

(5) ADDITIVE BID ITEMS ARE LISTED BY ORDER OF IMPORTANCE WITH THE MOST IMPORTANT ADDITIVE BID ITEM

LISTED FIRST.

(6) IN ACCORDANCE WITH DFARS 252.236-7007, THE CONTRACTING OFFICER WILL EVALUATE ALL BIDS ON THE BASIS OF THE SAME ADDITIVE OR DEDUCTIVE ITEMS. IF ADDING ANOTHER ITEM FROM THE BID SCHEDULE LIST OF PRIORITIES WOULD MAKE THE AWARD EXCEED THE AVAILABLE FUNDS FOR ALL OFFERORS, (i) THE CONTRACTING OFFICER WILL SKIP THAT ITEM AND GO TO THE NEXT ITEM FROM THE BID SCHEDULE OF PRIORITIES, AND (ii) ADD THAT NEXT ITEM IF

AN AWARD MAY BE MADE THAT INCLUDES THAT ITEM AND IS WITHIN THE AVAILABLE FUNDS.

* (7) B/N - BETWEEN. *

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1 Amendment 0001

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject plans and specifications. The following water level fluctuations are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

2. A technical review has been performed on the following data and this memo, signed by Chief, Water Resources Engineering Branch, signifies EN-W Branch Quality Control Certification.

a) Water Stages. Water levels in the project area are mainly affected by wind and tidal fluctuations of the Gulf of Mexico which are mixed (diurnal and semi-diurnal). The project area is also subject to storm surges from hurricanes and tropical storms from June through November.

Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following tables.

All datum elevations in these tables are referred to mean lower low water (MLLW). The datums in Table 1 are taken from tide station 8725110 (Naples, FL), approximately 2.8 miles north of the project area. This tide station was established by the National Oceanic and Atmospheric Administration (NOAA), National Ocean Service (NOS), in March 1965. The station is based on tidal datum analysis periods of 1 January 1983 to 31 December 1986 and 1 January 1989 to 31 December 2001. This station should be used when performing work in the ocean. If work is performed in the bay then two additional stations have been provided. Station 8725114 (Naples Bay, North, FL), whose analysis period covers 1 August 1978 to 31 August 1978, is provided in Table 2. Due to the short analysis period, a second station is provided for work inside the bay.

Station 8725079 (Dollar Bay, North, FL) is provided in Table 3 whose analysis period covers 1 May 1978 to 31 October 1978. All three stations are based on the 1983 to 2001 tidal epoch.

Additional information on these and other nearby tide stations is available at this NOAA website:

http://tidesandcurrents.noaa.gov/

Table 1: Datum Information for Tide Station 8725110 (Naples, FL) Lat 26° 7.9' N, Lon 81° 48.5’ W

Mean Higher High Water (MHHW) = 2.87 Feet Mean High Water (MHW) = 2.62 Feet North American Vertical Datum-1988 (NAVD) = 2.29 Feet Mean Sea Level (MSL) = 1.65 Feet Mean Tide Level (MTL) = 1.61 Feet Mean Low Water (MLW) = 0.61 Feet Mean Lower Low Water (MLLW) = 0.00 Feet http://tidesandcurrents.noaa.gov/

SECTION 00 33 50 Page 2 Amendment 0001

Table 2: Datum Information for Tide Station 8725114 (Naples Bay, North, FL)

Lat 26° 8.2' N, Lon 81° 47.3’ W

Mean Higher High Water (MHHW) = 2.76 Feet Mean High Water (MHW) = 2.51 Feet North American Vertical Datum-1988 (NAVD) = 2.07 Feet Mean Sea Level (MSL) = 1.57 Feet Mean Tide Level (MTL) = 1.52 Feet Mean Low Water (MLW) = 0.53 Feet

Table 3: Datum Information for Tide Station 8725079 (Dollar Bay, North, FL)

Lat 26° 5' N, Lon 81° 47.1’ W

Mean Higher High Water (MHHW) = 2.61 Feet Mean High Water (MHW) = 2.37 Feet North American Vertical Datum-1988 (NAVD) = Not Referenced Mean Sea Level (MSL) = 1.51 Feet Mean Tide Level (MTL) = 1.44 Feet Mean Low Water (MLW) = 0.52 Feet

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and diurnal tide ranges as well as mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: http://tidesandcurrents.noaa.gov/tide_predictions.html?gid=1397#listing

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website:

http://nauticalcharts.noaa.gov/nsd/cpdownload.htm .

http://tidesandcurrents.noaa.gov/tide_predictions.html?gid=1397#listing http://nauticalcharts.noaa.gov/nsd/cpdownload.htm

SECTION 00 33 50 Page 3 Amendment 0001

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (#73301) lies approximately 6.20 miles west of the project site at Latitude 26.1° N and Longitude 81.9° W. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 33-year period extending from 1980-2012, at a station located in 5.0 meters (16.4 feet) of water. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website: http://wis.usace.army.mil/

3. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and nearshore stations worldwide. Data provided on this website includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: http://www.ndbc.noaa.gov/maps/Florida.shtml.

c) Weather Conditions. The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. The climate of the area is essentially tropical, and temperatures below freezing are rare. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into central Florida. Dangerous thunderstorms can occur in this area at any time of the year.

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. The Climate Data Online website http://www.ncdc.noaa.gov/cdo-web/ published by NOAA’s National Centers for Environmental Information (formerly the National Climatic Data Center) in Asheville, North Carolina contains climatological and meteorological observations and data relevant to this region. Available data includes quality controlled daily, monthly, seasonal, and yearly measurements of temperature, precipitation, wind, and degree days as well as radar data and 30-year climate normals.

The Summary of Monthly Normals product available at the following weblink provides monthly average values for temperature, precipitation, and other information. The Naples (Southwest Florida Water Management District facility), Florida, NOAA rain gage in proximity to the project location provides a Summary of Monthly Normals over the period of record from 1981 through 2010. This station is located at Latitude 26° 9.9’ N, Longitude 81° 41.0’W and data can be accessed through: http://www.ncdc.noaa.gov/cdo-web/datatools/normals.

http://wis.usace.army.mil/ http://www.ndbc.noaa.gov/maps/Florida.shtml http://www.ncdc.noaa.gov/cdo-web/ http://www.ncdc.noaa.gov/cdo-web/datatools/normals

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Adverse Weather

1.2.2 Unusually Severe Weather

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Measurement and Payment

1.3.4 Project Administration

1.3.5 Project Schedule

1.3.6 Project Submittal Register

1.3.7 Diving Safety Requirements

1.3.8 Quality Control Requirements

1.3.9 Accident Prevention

1.3.10 Temporary Construction Facilities

1.3.11 Environmental Protection

1.3.12 Water Quality

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather, Water Stage and Tide Data

1.6.3 Contractor Investigation

1.6.4 Maritime Traffic

1.6.5 Obstruction of Channel

1.6.6 Surveys

1.6.6.1 Channel Surveys

1.6.6.2 Beach Survey

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

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

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 Amendment 0001

SECTION 01 11 00 Page 2 Amendment 0001

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 Maintenance Dredging, 12-Foot Project, GIWW Naples Gordon Pass, Collier County, Florida.

Beach Survey (2016) USACE Beach Survey 16-032 (zip file 16-032_Survey.zip)

FDEP Survey (2015) FDEP Monitoring Survey (zip file 2015FDEPMonitoringSurvey.zip)

Boundary Survey (2002) Map of Boundary Survey of Part of Sections 21 and 28, Township 50 South, Range 25 East, Collier County, Florida; by Wilsonmiller, Inc. for Continental Construction

Directional Bore Plan (2001) Directional Bore Plan for Keewaydin Island, Part of Section 27 and 28, Township 50 South, Range 25 East, Collier County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

1.2.1 Adverse Weather

"Adverse weather" occurs when atmospheric conditions at a definite time and place that are unfavorable to construction activities and is based on climatological and meteorological observations and data sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.2.2 Unusually Severe Weather

"Unusually severe weather" is weather that is more severe than the adverse weather anticipated by the Contractor for the season or location involved.

Adverse weather delays are considered unusually severe weather if adverse weather delay days prevent work for 50 percent or more of the Contractor's scheduled work day.

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1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Project work consists of maintenance dredging the Federal navigation channel at Gordon Pass to Naples and the adjoining settling basin with disposal of excavated material in the designated beach placement area south of the inlet. Project work will be divided into a Base and three Additive Bid Items. The Additive Bid items pertain to dredging in the following priority: Cuts 3 and 4 and two dredging areas within the Settling Basin.

All areas will incorporate an additional 2 feet allowable overdepth beyond the required depths shown on the plans. Work also includes turbidity monitoring, vibration control and monitoring, and endangered species monitoring.

1.3.2 Location

Project is located in Collier County on the southwestern coast of Florida and is within Naples Bay and borders the Gulf of Mexico to the west.

Direct access the Gulf to Naples Bay is provided by Gordon Pass.

1.3.3 Measurement and Payment

The Government will pay the Contractor for the services performed by the Contractor, as set forth in SECTION 00010A LINE ITEMS AND PRICING SCHEDULE. Section 01 22 00 MEASUREMENT AND PAYMENT describes how line items will be measured and paid for when making progress payments.

1.3.4 Project Administration

Section 01 30 00 ADMINISTRATIVE PROCEDURES provides guidance on how project administration is to be conducted on this project such as project coordination, partnering, and meetings. Project coordination work performed by others is also covered in this section.

1.3.5 Project Schedule

The Contractor shall prepare and submit to the Contracting Officer a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the features of the work as indicated in the specifications and plans. Schedule provide shall also indicated adverse weather delays. Specific schedule details are provided in Section 01 32 01

PROJECT SCHEDULE.

1.3.6 Project Submittal Register

The Contractor is required to submit various submittals to the Government in accordance with the time frames as specified in these contract documents. Section 01 33 00 SUBMITTAL PROCEDURES provides contractual guidance to the Contractor on the various submittal types, procedures and guidelines. Government recognizes the large list of submittals throughout the contract, so a submittal register is appended at the end of Section

01 33 00 SUBMITTAL PROCEDURES.

1.3.7 Diving Safety Requirements

The Contractor will be required to submit a Dive Plan when work is performed on or over water. Please refer to Section 01 35 25 OWNER SAFETY

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REQUIREMENTS - DIVING.

1.3.8 Quality Control Requirements

The Contractor is responsible for quality control for the project and shall use Government-furnished "Quality Control System (QCS)" software. The QCS software is the means by which the Contractor assures the Contracting Officer the work performed by the Contractor complies with the requirements of the specifications, plans, and all project permits, with respect to the quality of placed sediment, materials, workmanship, construction, finish, and functional performance. Refer to Section 01 45 05 CONTRACTOR QUALITY CONTROL for further details on QCS system and implementation requirements.

1.3.9 Accident Prevention

Safety is a requirement on all phases of this contract where the Contractor shall provide a safe and healthy working environment and safety procedures to direct all their activities in such a manner to safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to the Contractor's operations and activities. The Contractor is expected to outline their safety plan in Accident Prevention Plan (APP) specifically geared for the project work about to be commenced. For further details on submitting an APP and other safety requirements, please refer to Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS and EM 385-1-1.

1.3.10 Temporary Construction Facilities

The Contractor's use of premises during the course of contract work shall attempt to fully minimize the physical, visual and operational impact to the project area, vicinity, and surrounding public. To accomplish this, refer to Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

1.3.11 Environmental Protection

The Contractor shall protect the environment during all phases of the project. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.3.12 Water Quality

The Contractor shall exercise extreme care as not to degrade water quality at dredge and beach placement location. All required provisions shall be provided to insure compliance with all water quality standards of the State of Florida and associated Agencies. Attention is called to Chapter 17-3, Florida Administrative Code, and in particular, the turbidity requirements specified in Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4 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.

b. In addition to the above, the following shall apply: The phrase "commence work" means "commence dredging". The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

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1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.6 PHYSICAL DATA

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

1.6.1 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. A Boundary Survey and Directional Bore Plan is are provided to indicate the location of water, cable and phone conduits.

1.6.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA for applicable data links and information to where the Contractor can ascertain the weather conditions that could be encountered at the project location. The information provided does not preclude the Contractor from assessing and scheduling for adverse weather.

1.6.3 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.

1.6.4 Maritime Traffic

Channel Traffic in the project area consists of cruise ships, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.6.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

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1.6.6 Surveys

1.6.6.1 Channel Surveys

Hydrographic surveys are posted at the following web address:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Survey numbers are indicated on the drawings.

1.6.6.2 Beach Survey

A Beach Survey was completed in 2016 at the same time as the channel survey shown on the drawings and in 2015 for shoreline monitoring. The 2015 FDEP Survey provides denser topographic and hydrographic elevations. The survey boundaries are shown on the plans where the survey files indicated in paragraph REFERENCES above are provided as separate electronic files.

1.7 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.

1.7.1 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.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 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.

1.7.3 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

SECTION 01 11 00 Page 7 Amendment 0001 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.

1.8 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.

1.9 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 project area may be affected by stormy, windy and/or rainy weather, including thunderstorms, during any time of the year. The Contractor shall be responsible for obtaining information concerning rain, wind and wave conditions that could influence safety, dredging and disposal operations prior to submitting a proposal or bid. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. A list of potential sources providing climatological and meteorological observations and data for the project area is provided

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

1.9.2 Contractor Responsibility

a. Contractor shall research the project site conditions and incorporate potential adverse weather delays into their schedule prior to submitting a proposal or bid. The Contractor shall develop a schedule of monthly anticipated adverse weather based on the equipment to be used to complete the project and determine the conditions that would cause them to cease operations using the sources provided in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

b. 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 unusually severe weather with the purpose to note 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 schedule to be considered "unusually severe weather".

c. The number of actual adverse weather delay days shall include days impacted by actual adverse weather, 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 for adverse weather by the Contractor, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days that should have been anticipated for the conditions at the project location.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

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 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Items 0003, 0008, 0013 and 0018)

1.4.3 Endangered Species Observer (Line Items 0004, 0009, 0014 and

0019)

1.4.4 Vibration Control and Monitoring (Line Item 0006)

1.4.5 Vibration Monitoring (Line Items 0011, 0016 and 0021)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0007, 0012 and

0017)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Beach Tilling (Line Items 0005, 0010, 0015 and 0020)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 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

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SECTION 01 22 00

MEASUREMENT AND PAYMENT

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.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design, Hydrographic Surveying

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 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR 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:

SD-01 Preconstruction Submittals

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Schedule of Values; G, RO

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

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. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. 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 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Items 0003, 0007 0008, 0010 and 0013 and 0018)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.3 Endangered Species Observer (Line Items 0004, 0008 0009, 0011 and 0014 and 0019)

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

1.4.4 Vibration Control and Monitoring (Line Item 0005 0006)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring.