W912EP21R0006 Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

COMPREHENSIVE EVERGLADES RESTORATION PLAN, BISCAYNE BAY COASTAL WETLANDS, L-31E FLOW-WAY, CONTRACT 5B (A PHASE I PROJECT): PUMP STATIONS S-703 & RECREATIONAL SITES MIAMI-DADE COUNTY, FLORIDA.

A. SEE CONTINUATION SHEET FOR AMENDMENT DETAILS. NOTE: THE DESCRIPTION ON THE SF 30 FOR AMENDMENT 0001 WAS

INCORRECTLY TITLED AS BBCW CONTRACT 5C INSTEAD OF CONTRACT 5B.

B. THE PROPOSAL DUE DATE REMAINS UNCHANGED AT JULY 9, 2021@ 2:00 P.M.LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

1 121

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 W912EP21R0006

X 9B. DATED (SEE ITEM 11)

01-Jun-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

01-Jul-2021

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

CERP, Biscayne Bay Coastal Wetlands L-31E Flow-Way, Contract 5B (A Phase I Project): Pump Station S-703 and Recreational Sites

Miami-Dade County, Florida

W912EP21R0006 2 Amendment 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Text changes are in underline green lettering only and deleted text is simply removed to maintain neatness in the Line Items and Pricing Schedule. For other sections, text changes have been updated with additions noted by underlined text (green in PDF) and deletions noted by line/cross-outs (red in PDF). These text changes pertain only to changes made by this amendment.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

DELETE 00010A Line Items and Pricing Schedule and REPLACE with the attached REVISED 00010A Line Items and Pricing Schedule.

DELETE SECTION 00800A WAGE DETERMINATIONS & OTHER ATTACHMENTS and REPLACE with the attached REVISED SECTION 00800A WAGE DETERMINATIONS & OTHER ATTACHMENTS.

Volume 2 of 2 – Technical Specifications:

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 09 97 02 and REPLACE with the attached revised Section 09 97 02.

DELETE Section 25 14 01 and REPLACE with the attached revised Section 25 14 01.

DELETE Section 31 41 16 and REPLACE with the attached revised Section 31 41 16.

DELETE Section 31 62 16 and REPLACE with the attached revised Section 31 62 16.

2. DRAWINGS:

DELETE Drawing G-01 and REPLACE with the attached Drawing G-01.

DELETE Drawing S-01 and REPLACE with the attached Drawing S-01.

DELETE Drawing S-703, C-04 and REPLACE with the attached Drawing S-703, C-04.

DELETE Drawing S-703, C-05 and REPLACE with the attached Drawing S-703, C-05.

DELETE Drawing S-703, S-07 and REPLACE with the attached Drawing S-703, S-07.

DELETE Drawing S-703, S-08 and REPLACE with the attached Drawing S-703, S-08.

DELETE Drawing S-703, S-30 and REPLACE with the attached Drawing S-703, S-30.

DELETE Drawing S-703, S-36 and REPLACE with the attached Drawing S-703, S-36.

SF 30 CONTINUATION SHEET

CERP, Biscayne Bay Coastal Wetlands L-31E Flow-Way, Contract 5B (A Phase I Project): Pump Station S-703 and Recreational Sites

Miami-Dade County, Florida

W912EP21R0006 3 Amendment 0002

DELETE Drawing S-703, S-37 and REPLACE with the attached Drawing S-703, S-37.

DELETE Drawing S-703, M-05 and REPLACE with the attached Drawing S-703, M-05.

DELETE Drawing S-703, E-03 and REPLACE with the attached Drawing S-703, E-03.

DELETE Drawing S-703, E-04 and REPLACE with the attached Drawing S-703, E-04.

DELETE Drawing S-703, T-03 and REPLACE with the attached Drawing S-703, T-03.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $___________

0002 TURBIDITY MONITORING JOB $___________

0003 ENVIRONMENTAL MONITORING JOB $___________

0004 EROSION AND SEDIMENT CONTROL JOB $___________

0005 EXCAVATION AND DISPOSAL (ESTIMATED QUANTITY) 5,668 CUBIC YARD $___________$___________

0006 CLEARING AND GRUBBING (ESTIMATED QUANTITY) 2.17 ACRE $___________$___________

0007 SITE ELECTRICAL AND TELECOMMUNICATIONS JOB $___________

0008 TOP SOIL AND SOD (ESTIMATED QUANTITY) 10,491 SQUARE YARD $___________$___________

0009 STOP LOGS JOB $___________

0010 FP&L POWER LINES TO S-703 (ESTIMATE) JOB 20,000.00$

0011 CONTRACTING OFFICER'S FIELD OFFICE 18 MONTH $___________$___________

0012 PARTNERING REGROUP 3 EACH $___________$___________

RECREATIONAL AREAS

0013 RECREATIONAL AREAS JOB $___________

REMOTE TELEMETRY UNIT (RTU) FOR PUMP STATION S-703

0014 RTU FOR PUMP STATION S-703 2 EACH $___________$___________

MICROWAVE ETHERNET BRIDGE BETWEEN HOMESTEAD

FIELD STATION AND S-703

0015 MICROWAVE ETHERNET BRIDGE JOB $___________

PUMP STATION S-703 (LINE ITEMS 0016 TO 0036)

0016 S-703 STRUCTURE JOB $___________

0017 S-703 TRASH RACKS JOB $___________

0018 S-703 PUMPS/CANS JOB $___________

0019 S-703 DISCHARGE PIPE JOB $___________

0020 S-703 FLAP GATES JOB $___________

0021 S-703 GALVANIZED RAILING JOB $___________

0022 S-703 STAINLESS STEEL RAILING JOB $___________

CERP; BISCAYNE BAY COASTAL WETLANDS

L-31E FLOW-WAY, CONTRACT 5B (A PHASE I PROJECT):

PUMP STATION S-703 AND RECREATIONAL SITES

MIAMI-DADE COUNTY, FLORIDA

W912EP21R0006 00010A-1 Amendment 0002

1,123 k3endca9 Cross-Out

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

CERP; BISCAYNE BAY COASTAL WETLANDS

L-31E FLOW-WAY, CONTRACT 5B (A PHASE I PROJECT):

PUMP STATION S-703 AND RECREATIONAL SITES

MIAMI-DADE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0023 S-703 SPREADER SYSTEM JOB $___________

0023 S-703 STILLING WELLS JOB $___________

0024 S-703 CONTROL BUILDING JOB $___________

0025 S-703 TREMIE JOB $___________

0026 S-703 EMBANKMENT FILL (ESTIMATED QUANTITY) 1,284 CUBIC YARD $___________$___________

0027 S-703 SELECT FILL 5,236 CUBIC YARD $___________$___________

0028 S-703 #57 STONE (ESTIMATED QUANTITY) 95 SQUARE YARD $___________$___________

0029 S-703 LIMEROCK SURFACE (ESTIMATED QUANTITY) 630 SQUARE YARD $___________$___________

0030 S-703 RIPRAP REVETMENT (ESTIMATED QUANTITY) 380 SQUARE YARD $___________$___________

0031 S-703 BEDDING STONE, C-33. No.1 (ESTIMATED QUANTITY) 250 SQUARE YARD $___________$___________

0032 S-703 STEEL SHEET PILE AND KING PILES JOB $___________

0033 S-703 STAFF GAUGES JOB $___________

0034 S-703 FLOATING DEBRIS BARRIER JOB $___________

0035 S-703 SECURITY FENCING JOB $___________

0036 S-703 FDOT GUARD RAIL JOB $___________

0036 S-703 STILLING WELL AGGREGATE, C33 No. 8 STONE 2 CUBIC YARD $_________ $___________

TOTAL BID (LINE ITEMS 0001 THRU 0036): $___________

W912EP21R0006 00010A-2 Amendment 0002 k3endca9 Cross-Out k3endca9 Cross-Out k3endca9 Cross-Out k3endca9 Cross-Out k3endca9 Cross-Out k3endca9 Cross-Out k3endca9 Cross-Out k3endca9 Cross-Out k3endca9 Cross-Out

W912EP21R0006 00800A-i

SECTION 00800A - WAGE DETERMINATIONS & OTHER ATTACHMENTS

NO. TITLE DATE NO. OF PAGES

1 NOTE 1

2 General Decision Number FL20210125 06/18/2021 6 3 General Decision Number FL20210215 06/18/2021 6

Amendment 0002

NOTE NOTE NOTE

THIS PROJECT INCORPORATES THE BUILDING AND HEAVY CONSTRUCTION

WAGE DECISIONS FOR MIAMI-DADE COUNTY, FL

EXECUTIVE ORDER (EO) 13658 ESTABLISHES AN HOURLY MINIMUM WAGE OF

$10.95 FOR 2021 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-

BACON ACT FOR ALL HOURS PERFORMED ON THE CONTRACT IN CALENDAR

YEAR 2021

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE

WAGE DECISIONS FURNISHED FOR THIS PROJECT, PLEASE CONTACT:

FRAN RUSSELL, OFFICE OF COUNSEL, JACKSONVILLE DISTRICT, U.S. ARMY

CORPS OF ENGINEERS AT fran.g.russell@usace.army.mil

W912EP21R0006 00800A-ii Amendment 0002 mailto:fran.g.russell@usace.army.mil

"General Decision Number: FL20210125 06/18/2021

Superseded General Decision Number: FL20200125

State: Florida

Construction Type: Heavy

County: Miami-Dade County in Florida.

HEAVY CONSTRUCTION PROJECTS (Including Sewer and Water Lines)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021 1 06/18/2021

ELEC0349-007 09/01/2020

Rates Fringes

ELECTRICIAN......................$ 36.36 11.82

ENGI0487-017 07/01/2013

Rates Fringes

OPERATOR: Backhoe (Except Loader Combo)....................$ 28.32 8.80 OPERATOR: Crane

All Tower Cranes (Must have 2 operators) Mobile, Rail, Climbers, Static- Mount; All Cranes with

W912EP21R0006 00800A-1 Amendment 0002

Boom Length 150 Feet & Over (With or without jib) Friction, Hydro, Electric or Otherwise; Cranes 150 Tons & Over (Must have 2 operators); Cranes with 3 Drums (When 3rd drum is rigged for work); Gantry & Overhead Cranes; Hydro Cranes Over 25 Tons but not more than 50 Tons (Without Oiler/Apprentice);

Hydro/Friction Cranes without Oiler/Apprentices when Approved by Union; & All Type of Flying Cranes;

Boom Truck..................$ 29.05 8.80 Cranes with Boom Length Less than 150 Feet (With or without jib); Hydro Cranes 25 Tons & Under, & Over 50 Tons (With Oiler/Apprentice); Boom

Truck.......................$ 28.32 8.80 OPERATOR: Drill.................$ 25.80 8.80 OPERATOR: Loader................$ 25.64 8.80 OPERATOR: Oiler.................$ 22.99 8.80

IRON0272-005 10/01/2019

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 25.79 13.34

LABO1652-004 05/01/2018

Rates Fringes

LABORER: Grade Checker..........$ 22.05 7.27

* PAIN0365-007 06/01/2021

Rates Fringes

PAINTER: Brush, Roller and Spray............................$ 20.21 12.38

SUFL2009-164 06/24/2009

Rates Fringes

CARPENTER, Includes Form Work....$ 17.00 2.51

CEMENT MASON/CONCRETE FINISHER...$ 16.61 5.52

LABORER: Common or General......$ 13.09 1.26

LABORER: Landscape..............$ 7.25 0.00

W912EP21R0006 00800A-2 Amendment 0002

LABORER: Power Tool Operator (Hand Held Drills/Saws, Jackhammer and Power Saws Only)............................$ 10.63 2.20

OPERATOR: Asphalt Paver.........$ 11.59 0.00

OPERATOR: Backhoe Loader Combo............................$ 16.10 2.44

OPERATOR: Bulldozer.............$ 14.95 0.81

OPERATOR: Excavator.............$ 21.16 1.67

OPERATOR: Grader/Blade..........$ 16.00 2.84

OPERATOR: Mechanic..............$ 14.32 0.00

OPERATOR: Roller................$ 10.95 0.00

OPERATOR: Scraper...............$ 11.00 1.74

OPERATOR: Trackhoe..............$ 20.92 5.50

OPERATOR: Tractor...............$ 10.54 0.00

TRUCK DRIVER, Includes Dump Truck............................$ 9.60 0.00

TRUCK DRIVER: Lowboy Truck......$ 12.73 0.00

TRUCK DRIVER: Off the Road Truck............................$ 12.21 1.97

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after

W912EP21R0006 00800A-3 Amendment 0002 award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those

W912EP21R0006 00800A-4 Amendment 0002 classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

W912EP21R0006 00800A-5 Amendment 0002

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

W912EP21R0006 00800A-6 Amendment 0002

"General Decision Number: FL20210215 06/18/2021

Superseded General Decision Number: FL20200215

State: Florida

Construction Type: Building

County: Miami-Dade County in Florida.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021 1 01/22/2021 2 04/09/2021 3 04/23/2021 4 05/28/2021 5 06/18/2021

* ASBE0060-001 09/01/2019

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 34.28 14.37

CARP1809-002 08/01/2016

Rates Fringes

CARPENTER: PILEDRIVERMAN.........$ 25.20 10.36

W912EP21R0006 00800A-7 Amendment 0002

ELEV0071-002 01/01/2021

Rates Fringes

ELEVATOR MECHANIC................$ 47.45 35.825

FOOTNOTE:

A: Employer contributes 8% basic hourly rate for 5 years or more of service or 6% basic hourly rate for 6 months to 5 years of service as Vacation Pay Credit; Paid Holidays:

New Year's Day; Memorial Day; Independence Day; Labor Day;

Veteran's Day; Thanksgiving Day; plus the Friday after Thanksgiving; and Christmas Day.

ENGI0487-019 07/01/2016

Rates Fringes

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 23.75 9.20

ENGI0487-020 05/01/2016

Rates Fringes

OPERATOR: Concrete Pump.........$ 26.04 9.23

ENGI0487-021 07/01/2016

Rates Fringes

OPERATOR: Crane All Cranes 160 Ton Capacity and Over...........$ 33.05 9.20 All Cranes Over 15 Ton

Capacity....................$ 32.05 9.20 OPERATOR: Forklift..............$ 23.25 9.20 OPERATOR: Mechanic..............$ 32.05 9.20 OPERATOR: Oiler.................$ 23.50 9.20

IRON0272-001 10/01/2020

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 25.79 13.34

IRON0402-001 01/01/2019

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 23.69 12.70

PLUM0519-001 04/01/2021

Rates Fringes

PLUMBER..........................$ 30.43 12.44

W912EP21R0006 00800A-8 Amendment 0002

PLUM0725-001 07/16/2020

Rates Fringes

PIPEFITTER (Includes HVAC Pipe, Unit and Temperature Controls Installations)..........$ 38.03 14.50

SFFL0821-004 01/01/2021

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 29.88 20.27

SHEE0032-001 12/01/2013

Rates Fringes

SHEET METAL WORKER, Includes HVAC Duct Installation...........$ 23.50 12.18

SUFL2014-024 08/16/2016

Rates Fringes

CARPENTER, Includes Acoustical Ceiling Installation, Drywall Finishing/Taping, Drywall Hanging, Form Work, Metal Stud Installation................$ 18.04 3.24

CEMENT MASON/CONCRETE FINISHER...$ 13.06 0.70

ELECTRICIAN, Includes Low Voltage Wiring...................$ 29.60 9.38

IRONWORKER, REINFORCING..........$ 17.72 0.00

LABORER: Common or General, Including Cement Mason Tending...$ 11.79 0.70

LABORER: Pipelayer..............$ 13.56 1.34

OPERATOR: Bulldozer.............$ 15.40 1.90

OPERATOR: Grader/Blade..........$ 18.97 0.00

OPERATOR: Loader................$ 16.00 2.82

OPERATOR: Roller................$ 14.43 4.78

PAINTER: Brush, Roller and Spray............................$ 16.00 3.48

ROOFER...........................$ 19.98 4.77

TILE SETTER......................$ 18.01 0.00

W912EP21R0006 00800A-9 Amendment 0002

TRUCK DRIVER: Dump Truck........$ 13.22 2.12

TRUCK DRIVER: Lowboy Truck......$ 14.24 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the

W912EP21R0006 00800A-10 Amendment 0002 most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests

W912EP21R0006 00800A-11 Amendment 0002 for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

W912EP21R0006 00800A-12 Amendment 0002

CERP, BBCW L-31E Flow-Way, Contract 5B (A Phase I Project):

Pump Station S-703 & Recreational Sites Miami-Dade County, Florida

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 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

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

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 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.9 EXISTING WORK

1.10 LOCATION OF UNDERGROUND FACILITIES

1.10.1 Notification Prior to Excavation

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

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.11.2 Contractor Responsibility

1.12 UNITS OF MEASURE

1.13 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 W912EP21R0006 Amendment 0002

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 Central and South Florida Projects for Flood Control and Other Purposes, Biscayne Bay Coastal Wetlands Contract 5

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Biscayne Bay Coastal Wetlands (BBCW), Contract 5B covers the design construction of Pump Station S-703, a spreader system, and two recreational sites. The S-703 pump station has a capacity of 50 cfs and is located at the intersection of the C-102 and L-31E Canal.

S-703 will pump water from the L-31E Canal/C-102 into wetlands, east of the L-31E Levee and north of the C-102, via a dissipation/spreader basin and an earthen spreader canal.

The two recreational sites will be located east of the L-31E Levee and north of the C-102, near Biscayne Bay. Work will include construction of a shelter with information kiosk, and two tent sites/pads.

The pump station will have manatee protective barriers, trash racks, and dewatering features, complete with stop logs. Controls will be located in a stand-alone, precast concrete building adjacent to the pump station structure. The pumps will have remote operation capability.

Construction activities include installation of precast concrete, H-piles, king piles, sheet piles, concrete piles, cast-in-place concrete, tremie concrete, flowable fill, control building, pumps, pump platform, pump station controls, electrical work, lighting, lightning protection, fencing, excavation, backfilling, stockpiling, clearing and grubbing, grading, placement of topsoil, sodding, limerock road topping, riprap and bedding stone, installation of stilling wells, stilling well platforms, staff gauges and floating barriers. Additional construction activities may include dewatering, and installation of cofferdams.

FP&L will provide 3-Phase, 277/480V service for S-703 by way of a new 3-Phase, OHE powerline to S-703, coming from pump station S-705 to the

SECTION 01 11 00 Page 2 south, and from the west side of L-31E Canal. Also, in coordination with the South Florida Water Management District (SFWMD), FP&L will relocate the 1-Phase, OHE powerline, serving spillway S-21A, as it is currently in interference with project features. The relocated 1-Phase, OHE powerline will be installed in locations where it will not interfere with construction features/activities. This work will be complete before this contract is awarded.

In-water construction utilizing divers will be necessary, because of dewatering difficulty due to the local geology and high conductivity of the underlying limestone.

Soil borings indicate the presence of hard limestone within the project area. Excavation of limestone may require large excavator with rock bucket. Materials for embankment and backfill construction can be obtained from offsite sources provided by the Contractor and approved by the Contracting Officer or the Contractor can process the excavated material to meet the classification of satisfactory material for embankment fill and or select fill at no additional cost to the Government. Contract does not allow blasting within the construction limits.

1.2.2 Location

The L-31E Flow-Way project area is located in/near Biscayne National Park (BNP), Miami-Dade County, Florida, along the L-31 East levee, east of Homestead Air Force Base, north of North Canal, and on/south of C-102.

The Contract SB project area is at the intersection of the L-31E Canal/Biscayne Trail and the C-102/Princeton Trail for S-703, and near the east end of C-102/Princeton Trail (near Biscayne Bay) for the recreational sites.

The Contractor's access onto the S-703 site will be primarily via L31E, entering from the north, off the SW 248th Street, at the intersection with Coconut Palm Drive.

The Contractor shall obtain access through South Florida Water Management District (SFWMD) gates by applying for a key permit at "https://www.sfwmd.gov/doing-business-with-us/permits". The SFWMD point of contact is Christine A. Rock crock@sfwmd.gov at (561) 682-2514. The Contractor is responsible for obtaining and complying with all requirements of State, County, and other jurisdictional agencies for permits and use.

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

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. The time for completion does not include establishment of grass. Grass shall be established not later than the

SECTION 01 11 00 Page 3 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 SOD ESTABLISHMENT of Section 32 92 23 SODDING.

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.

1.5.4 Maritime Traffic

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

1.5.5 Obstruction of Channel

The Government will not undertake any action 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.

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.

SECTION 01 11 00 Page 4

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.

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.

1.6.2 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 monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments 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

SECTION 01 11 00 Page 5 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 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 DAMAGE TO WORK -- COFFERDAM REQUIRED

a. The responsibility for damage to any part of the work to be performed under this contract shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1.

However, if the cofferdam(s) is constructed in accordance with plans and progress schedules approved by the Contracting Officer, but is overtopped by flood and such flood causes damage to the cofferdam or if any part of the permanent work is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precaution or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs ordered by the Contracting Officer.

The Contractor shall be compensated for any such repairs in accordance with the Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume

1. The equitable adjustment shall be based on the contract unit or job prices applicable to any part of the damaged work.

b. The Contractor may, subject to approval of the Contracting Officer, or the Contracting Officer may order the Contractor to, flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. Such flooding or breach will be considered the same as though the cofferdam, if constructed in accordance with plans and progress schedules approved by the Contracting Officer, had been overtopped, in which event an equitable adjustment will be made for damages to the cofferdam and/or any part of the permanent work, as provided in subparagraph a. above.

1.9 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.10 LOCATION OF UNDERGROUND FACILITIES

Scan the construction site with electromagnetic or sonic equipment, and

SECTION 01 11 00 Page 6 mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed. A 24-inch Florida Gas Transmission Company (FGTC) gas main exists parallel to the west bank of the L-31E canal. FGTC POC is Lorenzo Menendez @ 954-214-5446.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 7 days prior to starting excavation work. Contact "Call Before You Dig" at 811 or 1-800-432-4770 at least 14 days prior to excavating. Contractor is responsible for marking all utilities not marked by "Call Before You Dig".

1.11 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.

1.11.1 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.

1.11.2 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.