Amendment_0003_HotSpots_16B0001.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

Beach Erosion Control and Hurricane Protection Project, Miami-Dade County, Florida, Beach Renourishment 2016, Miami Beach - Hot Spots

Please see continuation sheet for summary of changes.

The Receipt of Bids date is changed from 01 June 2016 @ 2:00 PM to 07 June 2016 @ 2:00 PM.

All other conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 80

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 W912EP-16-B-0001

X 9B. DATED (SEE ITEM 11)

25-Feb-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

25-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:

SF 30 CONTINUATION SHEET

Beach Erosion Control and Hurricane Protection Project, Miami-Dade County, Florida, Beach Renourishment 2016, Miami Beach - Hotspots

W912EP-16-B-0001 2 Am0003

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

Volume 1 of 2:

SECTION 00010A – LINE ITEMS AND PRICING SCHEDULE: Delete Section 00010A and replace it with the attached Section 00010A.

Volume 2 of 2:

SECTION 01 11 00 – SUMMARY OF WORK: Delete Section 01 11 00 and replace it with the attached Section 01 11 00.

SECTION 01 22 00 – MEASUREMENT AND PAYMENT: Delete Section 01 22 00 and replace it with the attached Section 01 22 00.

SECTION 01 50 02 – TEMPORARY CONSTRUCTION FACILITIES: Delete Section 01 50 02 and replace it with the attached Section 01 50 02.

SECTION 01 55 26 – TRAFFIC CONTROL: Delete Section 01 55 26 and replace it with the attached Section 01 55 26.

SECTION 01 57 20 – ENVIRONMENTAL PROTECTION: Delete Section 01 57 20 and replace it with the attached Section 01 57 20.

SECTION 01 57 25 – TURBIDITY MONITORING: Delete Section 01 57 25 and replace it with the attached Section 01 57 25.

SECTION 35 30 00 – BEACH FILL: Delete Section 35 30 00 and replace it with the attached Section 35 30 00.

DRAWINGS: W912EP-16-B-0001 Plans dated 2016 in 7 Sheets + Cover:

There are no changes to the drawings.

--END OF AMENDMENT 0001 CHANGES --

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

BEACH EROSION CONTROL AND HURRICANE PROTECTION PROJECT

MIAMI-DADE COUNTY, FLORIDA

BEACH RENOURISHMENT 2016

MIAMI BEACH - HOTSPOTS

W912EP-16-B-0001 00010A-1 Am0003

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 BEACH FILL

* (ESTIMATED QUANTITY, SEE NOTE 3 AND 7) * 220,000 CUBIC YARD $___________ $_______________

0002 BEACH TILLING

(ESTIMATED QUANTITY, SEE NOTE 3) 10 ACRE $___________ $_______________

0003 CONSTRUCTION/VIBRATION CONTROL AND

MONITORING LUMP SUM $_______________

0004 ENVIRONMENTAL SPECIES MONITORING LUMP SUM $_______________

0005 TURBIDITY MONITORING LUMP SUM $_______________

0006 CONTRACTING OFFICER'S FIELD OFFICE 6 MONTH $___________ $_______________

(ESTIMATED QUANTITY, SEE NOTE 3)

0007 55TH STREET HOTSPOT STAGING AREA 75 DAY $__520_______ $__39,000________

(ESTIMATED QUANTITY, SEE NOTE 6)

TOTAL BID (LINE ITEMS 0001 THROUGH 0007) $_______________

NOTES: (1) OFFER MUST PRICE ALL LINE ITEMS.

(2) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS MAY RENDER YOUR BID NON-RESPONSIVE.

(3) ACTUAL QUANTITIES MAY VARY.

(4) FULL PAYMENT UNDER LINE ITEM "BEACH FILL" IS CONDITIONED ON REPAIRING ALL STAGING AND ACCESS AREAS

TO PRECONSTRUCTION CONDITION. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT.

(5) ANY VEGETATION IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED.

(6) THE AMOUNT ENTERED FOR LINE ITEM 0007 IS FOR CONTRACTOR BIDDING PURPOSES ONLY. ACTUAL PAYMENT WILL BE FOR THE AMOUNT SHOWN ON PAID INVOICES PROVIDED TO THE CONTRACTING OFFICER.

* (7) BEACH QUANTITY SHOWN IS THE ESTIMATED QUANTITY FOR THE FILL TEMPLATE AND DOES NOT TAKE

COMPACTION INTO CONSIDERATION. *

BECHPP, MIAMI-DADE COUNTY, FLORIDA, BEACH

RENOURISHMENT 2016, MIAMI BEACH - HOTSPOTS

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.3.3 Safety Requirements

1.3.4 Work Restrictions

1.3.4.1 Delivery of material

1.3.4.2 Work on the Beach

1.3.4.3 46th Street Hotspot and Staging/Access area

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Weather, Water Stage and Tide Data

1.6.2 Contractor Investigation

1.6.3 Surveys

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 W912EP-16-B-000 Am0003

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)

Survey Number 15-145 Electronic Survey Files Provided for Beach Survey

EM 385-1-1 Safety and Health Requirements Manual

1.2 DEFINITIONS

a. "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.

b. "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.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

This project will renourish critically eroded shoreline at the Miami Beach Hotspots located at approximately 55th Street and 46th Street in Miami Beach between Florida Department of Environmental Protection (FDEP) Range Monuments R-49.5 to R-50.5 and R-53.7 to R-55.5 respectively. The project beach has a maximum berm elevation of +6.6 feet, NAVD88, and a minimum berm elevation no less than +6.1 feet, NAVD88. The width of the restored beach is 230 feet measured perpendicular to the Erosion Control Line (ECL) as shown on the drawings. The sand source for the project will be an upland source, and material will be truck hauled to the project location. The upland source will be selected by the Contractor meeting criteria required in Section 35 30 00 BEACH FILL. Upland sand sources which have met criteria specified in 35 30 00 BEACH FILL can be found within the authorized Limited Revaluation Report located at the following web address:

(http://www.saj.usace.army.mil/About/DivisionsOffices/Planning /EnvironmentalBranch/EnvironmentalDocuments.aspx). Project work also includes vibration control and monitoring, environmental species monitoring, turbidity monitoring and Contracting Officer's field office.

SECTION 01 11 00 Page 2

1.3.2 Location

The work is located between Bakers Haulover and Government Cut in Miami-Dade County, Florida.

1.3.3 Safety Requirements

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

1.3.4 Work Restrictions

Work will be permitted 7 days per week. Absolutely no work will be permitted at the staging and access areas from 11:00 pm until 6:00am. The contractor shall only use the access at the 46th Street and 55th Street respectively for placement at that location. No vehicles will be permitted to transit or operate on the beach between the 46th Street and 55th Street placement areas. Only the designated access and staging areas shall be used. Any additional access or stages needed by the by the Contractor will be acquired by the Contractor at their expense with Contracting Officer approval. The Contractor shall not operate or store equipment beyond the limits of construction shown on the drawings. A 15 foot wide emergency vehicle lane on the beach must be maintained at all times for the duration of the contract.

1.3.4.1 Delivery of material

Delivery of the material from the Contractor's selected source to the designated staging and access areas shown on the drawings will be permitted between the hours of 6:00 am to 11:00 pm.

1.3.4.2 Work on the Beach

No work shall be performed seaward of the Erosion Control Line (ECL) prior to sunrise or after sunset. Sunrise and sunset will vary depending on the time of year; however, no work will be permitted prior to 7:00am or after 7:00pm should the sun rise before 7:00am and/or the sun set after 7:00pm.

1.3.4.3 46th Street Hotspot and Staging/Access area

All work at the 46th street hotspot shall be complete by November 9, 2016 to allow room for various local activities that will occur within this area at that time. . This includes demobilization of all equipment from this placement location and staging area and any post construction restoration which may be required to the staging and/or access area as required in Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES. The Contractor will not be permitted to return to place any additional material should the full template not be completed prior to this date.

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 time for completion does not include establishment of coastal vegetation.

Vegetation shall be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time

SECTION 01 11 00 Page 3 stated for the establishment of vegetation. See paragraph ORDER OF WORK of Section 32 93 00 COASTAL VEGETATION PLANTING.

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 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.

1.6.2 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.

1.6.3 Surveys

Survey Number 15-145 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.

SECTION 01 11 00 Page 4

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 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

SECTION 01 11 00 Page 5 given month.

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

1.9.1 Schedule of Monthly Anticipated Adverse Weather Delays

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

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA. A reasonable number of anticipated weather delay work days is obtained from the average number of days per month with precipitation greater than that indicated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA rounded to the nearest whole number.

1.9.2 Contractor Responsibility

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, hauling and placement 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.

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.

SECTION 01 11 00 Page 6

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 DEFINITIONS

1.3.1 Compensating Slopes

1.4 SUBMITTALS

1.5 LUMP SUM PAYMENT ITEMS

1.5.1 Construction/Vibration Control and Monitoring (Line Item 0003)

1.5.2 Environmental Species Monitoring (Line Item 0004)

1.5.3 Turbidity Monitoring (Line Item 0005)

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Beach Fill (Line Item 0001)

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Beach Tilling (Line Item 0002)

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

1.6.3 Contracting Officer's Field Office (Line Item 0006)

1.6.3.1 Payment

1.6.3.2 Measurement

1.6.3.3 Unit of Measure

1.6.4 55th Street Hotspot Staging Area (Line Item 0007)

1.6.4.1 Payment

1.6.4.2 Measurement

1.6.4.3 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

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

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.

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

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

1.2.2 Instructions

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

1.3 DEFINITIONS

1.3.1 Compensating Slopes

The allowance for material to be placed above the specified fill tolerance to compensate for the specified foreshore slope being below grade due to sediment relocated by natural forces between the time of placement and payment surveys. This is permitted for payment purposes only.

1.4 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

Schedule of Values; G, RO

SECTION 01 22 00 Page 2

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.

1.5 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.

1.5.1 Construction/Vibration Control and Monitoring (Line Item 0003)

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring. See Section 02 22 13 VIBRATION MONITORING REQUIREMENTS FOR

EXISTING STRUCTURES.

1.5.2 Environmental Species Monitoring (Line Item 0004)

Payment will be made for costs associated with or incidental to daily coordination with Miami-Dade County - Environment Resource Management (DERM) on their daily management of the monitoring of sea turtles, migratory birds, and other endangered species. Contacts to DERM will be provided at the Pre-construction conference. See Section 01 57 20 ENVIRONMENTAL PROTECTION. Payment will be made for costs associated with or incidental to coordination and management of the monitoring of sea turtles, migratory birds, and endangered species, which will be performed by Miami-Dade County. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.3 Turbidity Monitoring (Line Item 0005)

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.

1.6 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each

SECTION 01 22 00 Page 3 item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

1.6.1 Beach Fill (Line Item 0001)

1.6.1.1 Payment

a. Payment will be made for costs associated with or incidental to preparation of access areas, barricades and signs, debris removal, pipeline crossing, excavation and transportation of beach fill, constructing the beach profile and final dressing; noise control;

condition surveys; and restoration of all access areas to preconstruction condition or as otherwise indicated on the drawings.

See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 30 00 BEACH FILL.

b. In addition to the above, payment will be made for in-place beach fill to the tolerance line indicated in Section 35 30 00 BEACH FILL.

Payment quantities will be determined by the Government using average end area method of calculation. When beach fill is placed up-slope above slough zone to compensate for wave action, payment of end area will be based on a cut and fill calculation. No payment will be made for material placed on the up-slope above the tolerance A(u) that exceeds A(s) (Refer to Beach Fill Tolerance figure indicated in the paragraph CONSTRUCTION FORMS AND DETAILS of Section 35 30 00 BEACH

FILL).

c. The Government will pay 95 percent (withhold 05 percent) of progress and total payment made under this line item until all access areas have been restored as indicated above. This is not considered retainage under clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. This is considered payment withheld for work paid for under this line item which has not been performed. Acceptance of repairs to access routes may be subject to final approval of local permitting authorities.

1.6.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately the existing conditions at the time the surveys were performed, but the depths and elevations shown thereon may be verified and corrected by elevations and soundings taken before commencing the work. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. Beach fill satisfactorily placed will be measured for payment by use of the average end area method. The quantities will be computed by the Government in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Measurement of quantity placed for pay purposes will be based on original and final cross sections made on

SECTION 01 22 00 Page 4 the section or reach indicated on the drawings. The Contractor shall give 3 calendar days advance notice, in writing, to the Contracting Officer's Representative of the need to perform the original and final surveys. Quality Control Surveys shall be the responsibility of the Contractor. Monthly partial payments will be based on approximate quantities determined by measurement of the in-place beach fill and in accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

c. In accordance with clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1, the Government will perform pre- and post-construction topographic survey at 100-foot stations with elevations taken at 10-foot range intervals from the baseline to the toe slope elevation. In order to achieve final grade in slough zone, and account for natural fencing prior to Government survey, the Contractor shall place material to final grade within tolerance for the entire slope or may stockpile beach fill up-slope of the swash zone as long as the upslope fill volume above tolerance does not exceed volume on the foreshore slope below tolerance, known herein as the compensating slopes. After stockpiled beach fill is measure for payment, the Contractor shall produce a smooth uniform slope to within the acceptable tolerances of the final grade from the top of slope to the water line. Once post-construction survey is performed, no measurements will be revised except on suspicion of fraud or obvious error.

1.6.1.3 Unit of Measure

Cubic yard.

1.6.2 Beach Tilling (Line Item 0002)

1.6.2.1 Payment

Payment will be made for costs associated with or incidental to beach tilling. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 30 00 BEACH

FILL.

1.6.2.2 Measurement

Beach tilling will be measured for payment by the actual area tilled to the tenth of a acre.

1.6.2.3 Unit of Measure

Acre.

1.6.3 Contracting Officer's Field Office (Line Item 0006)

1.6.3.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field office including all costs for rent and provision of all services indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. Costs for such provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

SECTION 01 22 00 Page 5

1.6.3.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's field office is available to the Government within the duration of the contract.

1.6.3.3 Unit of Measure

Month.

1.6.4 55th Street Hotspot Staging Area (Line Item 0007)

1.6.4.1 Payment

Payment will be made for costs associated with or incidental to use of the staging area at the 55th Street Hotspot. A total of 52 parking spaces are available within the limits of the staging area shown on the drawings.

This encompasses 2 full rows of parking located along the southern most parking aisle. Each spot has a cost of $10 per day per spot. See Section

01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

1.6.4.2 Measurement

Payment shall be measured by the actual number of days used by the Contractor. The estimated duration in Section 00010A LINE ITEMS AND PRICING SCHEDULE is provided for bidding purposes only and will be determined on actual quantity used.

1.6.4.3 Unit of Measure

Day.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created. If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be

SECTION 01 22 00 Page 6 requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 EXISTING UTILITIES

1.4.1 Water

1.4.2 Electricity

1.5 WORK AND ACCESS AREA

1.5.1 Staging and Access Areas

1.5.1.1 Staging Area 55th Street Hotspot

1.5.1.2 Existing Conditions Documentation and Post Construction

Restoration

1.5.2 Contractor Responsibilities

1.6 ADJACENT PROPERTY AND STRUCTURES

1.7 PERMITS AND RESPONSIBILITIES

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

2.1.1 Haul Road Traffic and Construction Warning Signs

2.2 STORAGE CONTAINERS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

3.1.2 Employee Parking

3.1.3 Onsite Information

3.1.4 Janitorial Services

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Lighting

3.2.2 Heating and Cooling

3.2.3 Water

3.2.4 Fire Extinguisher

3.2.5 Utility Lines

3.2.6 Electric Power

3.3 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

3.3.1 Bulletin Board

3.3.2 Project and Safety Signs

3.4 PROTECTION AND MAINTENANCE OF TRAFFIC

3.4.1 Barricades

3.5 HAUL AND ACCESS ROADS

3.6 MAINTENANCE OF HAUL AND ACCESS ROADS

3.7 CONTRACTOR'S TEMPORARY FACILITIES

3.7.1 Contractor Field Office

SECTION 01 50 02 Page 1

3.7.2 Appearance of Trailer(s)

3.7.3 Storage/Staging Area

3.7.3.1 Maintenance of Storage Area

3.7.4 Waste Storage

3.7.5 Fuel Storage and Fueling Operations

3.7.6 Work Area

3.7.7 Existing Vegetation

3.7.7.1 Restoration

3.7.7.2 Inspection and Acceptance Criteria

3.7.7.3 Initial Planting Unit Survival

3.7.7.4 Plant Condition

3.7.7.5 Source of Planting Units

3.7.7.6 Rejection and Replanting of Units

3.7.7.7 Construction Access

3.8 SECURITY PLAN

3.8.1 Visitors

3.9 TEMPORARY PROJECT SAFETY FENCING

3.10 CLEANUP

3.11 RESTORATION OF STORAGE AREA

3.12 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 50 02 Page 2

SECTION 01 50 02

TEMPORARY CONSTRUCTION FACILITIES

PART 1 GENERAL

1.1 SUMMARY

In addition to Construction Facilities this Section covers:

Temporary Utilities Construction Aids Vehicular Access and Parking Project Identification

See Section 01 57 20 ENVIRONMENTAL PROTECTION for requirements including silt control, trailer placement, fueling restrictions, dust control, solid waste, and cleanup. Upon completion of project, clean up and restore area in accordance with Clause CLEANING UP of Section 00700 CONTRACT CLAUSES in Volume 1.

a. Construction Facilities include, but are not limited to, the following:

(1) Contractor Offices

(2) Information Bulletin Board

(3) Material and Equipment Storage Area

(4) Fueling Area

(5) Secured Storage Area

(6) Employee Parking Area

(7) Debris Container (dumpster)

(8) Construction Signage to include Project Sign; Safety Sign; and, Construction Warning Signs

b. Temporary Utilities include, but are not limited to, the following:

(1) Water

(2) Electric

(3) Sewage

(4) Communications

(i) Telephone

(ii) Internet (T-1 line with 1.5 MBS or higher speed)

(5) Lighting

1.2 REFERENCES

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

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

FDOT Specifications (2015) Standard Specifications for Road

SECTION 01 50 02 Page 3 and Bridge Construction

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C2 (2012; Errata 2012; INT 1-4 2012; INT 5 2013) National Electrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2011; Errata 2 2012) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later.

SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan

Plan shall include, but not be limited to, the following:

a. Mobilization Requirements:

(1) Methods, equipment and materials

(2) Connection of utilities

(3) Placement of site facilities and temporary controls

(4) Construction of facilities

(5) Staging Area and Access Area Existing Conditions Photo Documentaion

b. Demobilization Requirements (methods, equipment and materials required to clean-up and restore site at project conclusion):

(1) Collection, recycle and disposal of solid waste

(2) Contract-generated material

(3) Utility disconnection

(4) Removal of Contractor facilities

(5) Repair and restoration of site (i.e., fences, roads, or permanent facilities)

Vegetation Protection and Restoration Plan; G, DO

Prior to clearing for access, the Contractor shall submit a Vegetation Protection and Restoration Plan which will describe the methods to be used for protection of vegetation that is not to be disturbed or otherwise impacted, and include restoration measures for vegetation cleared from access areas and in the event of the accidental damage to, or destruction of, said vegetation.

SECTION 01 50 02 Page 4

Security Plan

Prepare a Security Plan for Contracting Officer describing site security as follows:

a. Day and night security

b. Weekend and holiday security

c. General security duties

SD-02 Shop Drawings

Contractor's Temporary Facilities

General layout sketch of temporary site facilities shall include, but not be limited to, the following:

a. Trailer locations

b. Parking areas

c. Material storage

d. Equipment lay down area

e. Areas for gravel

f. Fuel areas

g. Supplemental or other staging area

h. Temporary well, water supply

i. Septic field or holding tanks, port-a-lets

j. Contaminated water handling

k. Concrete cleaning area and methods of disposal

l. Fences -- location and dimensions, entrance and exit points, and details of installation

m. Utilities (poles, connections and services)

n. Explosives storage

Temporary Electric Drawings

Electricity supply and lighting - from transformer source sketch layout locations, fixtures, and materials, to include outdoor lighting as described in subparagraph "Electric Power" below.

1.4 EXISTING UTILITIES

The Contractor is responsible for investigating the availability of utilities at the project site. Contractor shall provide potable water, sanitary sewer, electricity from transformer, communications and optional utilities the Contractor may require at the project site. Provide T-1 or equivalent connectivity capable internet services with 1.5 MBS minimum speed and wireless capabilities to the Contractor's Field Office complex.

1.4.1 Water

In addition to the above, the Contractor shall provide and maintain at his own expense an adequate supply of water for his use for construction, and to install and maintain necessary supply connections and piping for same, but only at such locations and in such manner as may be approved by the Contracting Officer. The Contractor shall also provide and maintain his own temporary toilet and washing facilities. Toilet and washing facilities shall be installed and maintained in a location approved by the Contracting Officer. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

SECTION 01 50 02 Page 5

1.4.2 Electricity

In addition to the above, all electric current required by the Contractor shall be furnished at his own expense. All temporary lines will be furnished, installed, connected, and maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner at his expense prior to completion of the construction. Refer to paragraph AVAILABILITY AND USE OF UTILITY SERVICES below.

1.5 WORK AND ACCESS AREA

See paragraph "Work Restrictions" in Section 01 11 00.

Staging and Access Area Point of Contact Elizabeth Wheaton, Assistant Building Director Office: 305.673.7010 Cell: 305.807.7105 elizabethwheaton@miamibeachfl.gov

Right of Way Permit Point of Contact Carey Osborne Right-of-Way Manager Tel: 305-673-7010 careyosborne@miamibeachfl.gov

1.5.1 Staging and Access Areas

The Contractor is responsible for obtaining and coordinating staging areas and submitting for Contracting Officer's approval. Access areas are shown on the contract drawings that have been identified for the Contractor's use. The final limits of the access areas indicated on the drawings shall be field-determined by the Contracting Officer in coordination with the Local Sponsor and the Contractor. It shall be the responsibility of the Contractor to investigate and obtain any additional areas which may be necessary for his/her construction operations. The additional areas will be subject to the approval of the Contracting Officer. Native coastal vegetation shall be identified and marked by the Contractor so that no operations impact any areas of native coastal vegetation. Impacts to coastal vegetation during widening of beach access, as well as any incidental impacts to coastal vegetation shall be restored by the Contractor at no additional cost to the Government prior to completion of work. Clearing and grubbing is permitted only in access and staging areas, and shall be performed in accordance with Section 01 55 10 CLEARING AND

GRUBBING FOR ACCESS AND STAGING AREAS.

1.5.1.1 Staging Area 55th Street Hotspot

The Contractor shall coordinate payment of the parking spots with:

Monica Beltran, Assistant Director Parking Department Tel: 305-673-7000 x 6863 monicabeltran@miamibeachfl.gov

1.5.1.2 Existing Conditions Documentation and Post Construction Restoration

At all access sites and staging areas to be used, the Contractor shall:

SECTION 01 50 02 Page 6

a. Photo-document the condition of all such areas prior to disrupting the site.

b. Limit access width through existing vegetation to 20 feet or less.

c. Replace any fencing, signage, curbing, or any other structural features disturbed by the Contractor's activities.

d. Restore and revegetate the access route with native dune plants to the pre-project condition subject to the approval of the Contracting Officer. Revegetation of access and staging areas shall be with sod (non-dune areas) or viable plant units (dune areas) at 18-inch maximum spacing with species and diversity equivalent to preconstruction conditions. Revegetation shall include a survival warranty of 90 percent of the plant material for 90 days. Vegetation shall be installed with fertilization and irrigation, or with initial irrigation, fertilization and approved water-absorbent polymeric gels, at no additional expense to the Government. Shrubs and trees shall be replaced to preconstruction conditions per the requirements of Section 01 57 20 ENVIRONMENTAL PROTECTION. Coastal vegetation shall meet the requirements of Section 32 93 00 COASTAL VEGETATION PLANTING

1.5.2 Contractor Responsibilities

The Contractor shall exclude the public from the work area in the immediate vicinity of his operations including but not limited to fill placement, grading, and transport. The Contractor shall minimize areas closed to the public. The Contractor shall install warning signs to warn the public and all commercial recreational boats of all construction activities. The Contractor shall be responsible for providing and maintaining all water and land access routes necessary for his equipment and plant to and from the work sites. The Contractor shall ascertain the environmental conditions which can affect access, such as climate, terrain, and winds.

1.6 ADJACENT PROPERTY AND STRUCTURES

Any damage to private or public property within the project boundaries, including staging site(s) and work and access areas/roads, shall be repaired promptly by the Contractor. Any damage as a result of the Contractor's operations shall be repaired at no cost to the Government.

1.7 PERMITS AND RESPONSIBILITIES

The Contractor's attention is directed to the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1 and paragraph PERMITS AND AUTHORIZATIONS of Section 01 57 20 ENVIRONMENTAL

PROTECTION.

PART 2 PRODUCTS

2.1 CONSTRUCTION PROJECT SIGNS

Refer to paragraph BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN below and the web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below.

2.1.1 Haul Road Traffic and Construction Warning Signs

1/2 inch HDO plywood, or aluminum sheet, conforming to FDOT Specifications

SECTION 01 50 02 Page 7

Section 700 Uniform Traffic Manual Standard Signs, non-standard signage high visibility orange with black lettering. Orange fabric mesh acceptable for temporary survey crew use.

2.2 STORAGE CONTAINERS

Welded steel construction, locking, shipping containers or equal.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

3.1.2 Employee Parking

The Contractor shall remove all vehicles and other equipment from beach after work hours are complete each day. The Contractor shall not keep any equipment on the beach overnight.

a. Park employee's vehicles in areas designated by Contractor, away from construction traffic, within reasonable walking distance of site.

Maintain area free of ruts, mud holes and puddles. Place gravel where required by deteriorated conditions.

b. Contractor should protect unattended equipment as it may be subject to vandalism.

c. Storage trailers and storage area with Government material should be locking type with lighting.

3.1.3 Onsite Information

Keep copy of contract drawings, specifications, and other contract documents at Contractor's Office onsite, available for use at all times.

3.1.4 Janitorial Services

a. Daily -- Sweep; empty wastebaskets; service toilets

b. Weekly -- Mop floors; sanitize toilet seats

c. Monthly -- Wash floors, windows (inside and out)

d. Cut grass as…