pd2_W912EP-16-R-0033-0006sc.pdf

W32CS560544225

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

WETLAND RESERVE PROGRAM, DEVILS GARDEN SLOUGH WETLANDS RESTORATION PLAN HENDRY COUNTY, FLORIDA

See attached Summary of Changes. The proposal receipt remains 04/25/2017 by 1500.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 13-Apr-2017

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-R-0033

X 9B. DATED (SEE ITEM 11)

30-Jan-2017

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 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

13-Apr-2017

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

WETLAND RESERVE PROGRAM DEVILS GARDEN SLOUGH WETLANDS RESTORATION PLAN

HENDRY COUNTY, FLORIDA

W912EP-16-R-0033

SUMMARY OF CHANGES

1. SPECIFICATIONS:

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

B. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by strike-outs, and pertain only to changes made by this amendment. The entire section or specific pages may be replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and strike-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Contract Documents:

DELETE 00010A and REPLACE with the attached revised 0001A.

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 01 35 26 and REPLACE with the attached revised Section 01 35 26.

DELETE Section 01 50 02 and REPLACE with the attached revised Section 01 50 02.

DELETE Section 01 52 10 and REPLACE with the attached revised Section 01 52 10.

DELETE Section 01 57 20 and REPLACE with the attached revised Section 01 57 20.

DELETE Page 95-4 of Section 95- Geotextile only and REPLACE with the attached revised page 95-4.

DELETE Section 261 and REPLACE with the attached revised Section 261.

DELETE Page 592-3 of Section 592- Material Specification- Geotextile and REPLACE with the attached revised page 592-3.

2. DRAWINGS:

DELETE Drawing No. C-7 and REPLACE with the attached revised Drawing No. C-7.

DELETE Drawing No. C-8 and REPLACE with the attached revised Drawing No. C-8.

DELETE Drawing No. C-14 and REPLACE with the attached revised Drawing No. C-14.

DELETE Drawing No. C-15 and REPLACE with the attached revised Drawing No. C-15.

DELETE Drawing No. C-29 and REPLACE with the attached revised Drawing No. C-29.

AMD0006

SF 30 CONTINUATION SHEET

WETLAND RESERVE PROGRAM DEVILS GARDEN SLOUGH WETLANDS RESTORATION PLAN

HENDRY COUNTY, FLORIDA

W912EP-16-R-0033

DELETE Drawing No. CD-1 and REPLACE with the attached revised Drawing No. CD-1.

DELETE Drawing No. CD-2 and REPLACE with the attached revised Drawing No. CD-2.

DELETE Drawing No. CD-5 and REPLACE with the attached revised Drawing No. CD-5.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

00010A-1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 Stabilized Construction Entrance 10.0 EACH $____________$_______________

0002 Erosion and Sediment Control LUMP SUM $_______________

0003 Demolition and Removal of Structures 16 EACH $____________$_______________

0004* Well Abandonment (See Note 3) 92 150 EACH CY $____________$_______________

0005* Pump Removal Reserved 68 EACH $____________$_______________

0006 Ditch Block Construction 9 EACH $____________$_______________

0007 Ditch Bottom Inlet and Culvert 7 EACH $____________$_______________

0008 Dike Fortification 60 LINEAR FOOT $____________$_______________

0009 Dike Cuts 297 EACH $____________$_______________

0010 Low-Level Dike Installation 6,640 LINEAR FOOT $____________$_______________

0011 Dike Regrading 127,502 LINEAR FOOT $____________$_______________

0012 Rock Riprap 6,000 SQUARE YARD $____________$_______________

0013 Stabilized Access Road 2,667 SQUARE YARD $____________$_______________

0014 Seeding and Mulching 188.9 ACRE $____________$_______________

0015 Contracting Officer's Field Office 12 MONTH $____________$_______________

TOTAL BID (LINE ITEMS 0001 AND 0015) $_______________

NOTES: (1) OFFEROR MUST PRICE ALL LINE ITEMS. SEE SECTION 00100 INSTRUCTIONS

CONDITIONS AND NOTICES TO OFFERORS.

(2) SEE FAR CLAUSE 52.215-4011 OFFERORS CHECKLIST OF SECTION 00100.

(3) Well abandonment totals approximately 13,587 VLF of grouting.

Hendry County, Florida Devils Garden Slough Wetlands Restoration Plan

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

00010A-2

Hendry County, Florida Devils Garden Slough Wetlands Restoration Plan

(4) Measureable quantities shown are estimated; actual quantities may vary. See Clause 52.211-18 "Variation in Estimated Quantity" of Section 00700 CONTRACT CLAUSES.

NRCS WRP W912EP-16-R-0033

Devils Garden Slough Wetland Restoration Plan

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

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 EXISTING WORK

1.9 LOCATION OF UNDERGROUND FACILITIES

1.9.1 Notification Prior to Excavation

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

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 UNITS OF MEASURE

1.12 NATURAL RESOURCES CONSERVATION SERVICE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

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)

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes wetland restoration of the Devils Garden Slough Wetland Reserve Program (WRP) easement. The project scope provides for restoring ecological functions and values, and wildlife habitats within the 10,127-acre easement to pre-agricultural conditions through the creation of approximately 3,300 acres of wetlands. Habitat restoration activities include the construction of 9 large ditch blocks with a spreader swale, removal of 68 pumps , abandonment of 3392 wells, installation of 7 control structures, reshaping of the existing reservoir dike, earthen cuts in existing reservoir dike, and re-construction of reservoir dike. Other conservation practices include earthwork, installation of firebreaks, seeding and mulching, installation of berm cuts and brush management.

1.2.2 Location

The work area is in Hendry County, approximately 33 miles southwest of Clewiston, Florida. The site entrance can be reached by taking County Road 835 south from State Road 80 for approximately 27 miles.

See Devils Garden Sough (DGS) Construction Access Points plate, 01 11 00 Appendix A, for easement access locations. Electronic files to be provided via AMRDEC upon request after contract award.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

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

SECTION 01 11 00 Page 2

CONTRACT CLAUSES in Volume 1.

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

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 Special Conditions Section GEOTECHNICAL REPORT and the core boring locations are shown on the drawings.

1.5.2 Weather, Water Stage and Tide Data

The average number of work days in each calendar month with precipitation greater than or equal to 0.50 inches is provided for the project area in the below Table. This information is based on data obtained from Station Devils Garden, located at latitude 26.6033 N and longitude -81.1292 W.

The data was obtained from Climatography of the United States No. 20 Monthly Station Climate Summaries for Florida, published by the National Climatic Data Center, NOAA, for the period of record 1981-2010. The values in this table have been rounded to the nearest whole number.

Average Number of Days per Month Converted to a 5 Day Work Week With Precipitation >= 0.50 Inches

Gage Name JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

Devils Garden

1 2 2 2 3 6 6 5 4 3 1 1

1.5.3 Contractor Investigation

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

1.6 LAYOUT OF WORK

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

SECTION 01 11 00 Page 3

1.6.1 Established Project Control

Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired. See drawings with attached Survey Number 13.110 for Control Markers and descriptions.

1.6.2 Layout

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

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, the Contractor will be responsible for replacement and all associated costs. The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

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

SECTION 01 11 00 Page 4

1.8 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.

1.9 LOCATION OF UNDERGROUND FACILITIES

Scan the construction site with electromagnetic or sonic equipment, and 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.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 10 days prior to starting excavation work. Contact appropriate utility provider 5 days prior to excavating. Contractor is responsible for marking all utilities not marked by utility.

1.10 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.

1.10.1 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 with precipitation greater than that indicated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA rounded

SECTION 01 11 00 Page 5 to the nearest whole number.

1.10.2 Contractor Responsibility

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

1.11 UNITS OF MEASURE

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

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

system.

1.12 NATURAL RESOURCES CONSERVATION SERVICE

It is understood and agreed by the parties hereto that the project works being performed under this contract are for the benefit of the National Resources Conservation Service (NRCS), which agency, as the representative of the State of Florida, is responsible for acquisition of lands upon which the construction is to take place. This responsibility is pursuant to authorizing legislation of the Congress of the United States of America. It is clearly understood that the project works to be constructed herein, upon completion, will be turned over to that agency for operation and maintenance as part of the Government's project agreement obligation.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 6

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 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 EROSION AND SEDIMENT CONTROL (LINE ITEM 0002)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 STABILIZED CONSTRUCTION ENTRANCES (LINE ITEM 0001)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 DEMOLITION AND REMOVAL OF STRUCTURES (LINE ITEM 0003)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 WELL ABANDONMENT (LINE ITEM 0004)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 DITCH BLOCK CONSTRUCTION (LINE ITEM 0006)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 DITCH BOTTOM INLET AND CULVERT (LINE ITEM 0007)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 DIKE FORTIFICATION (LINE ITEM 0008)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 DIKE CUTS (LINE ITEM 0009)

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 LOW-LEVEL DIKE INSTALLATION (LINE ITEM 0010)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 DIKE REGRADING (LINE ITEM 0011)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

SECTION 01 22 00 Page 1

1.5.10 ROCK RIPRAP (LINE ITEM 0012)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

1.5.11 STABILIZED ACCESS ROAD (LINE ITEM 0013)

1.5.11.1 Payment

1.5.11.2 Measurement

1.5.11.3 Unit of Measure

1.5.12 SEEDING AND MULCHING (LINE ITEM 0014)

1.5.12.1 Payment

1.5.12.2 Measurement

1.5.12.3 Unit of Measure

1.5.13 CONTRACTING OFFICER'S FIELD OFFICE (LINE ITEM 0015)

1.5.13.1 Payment

1.5.13.2 Measurement

1.5.13.3 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 2

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 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

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

SD-07 Certificates

SECTION 01 22 00 Page 3

Certified Weight/Delivery Ticket

Contractor shall provide State certified delivery or weight tickets per transportation unit for all stone material brought to the construction site for the purpose of payment. Weigh scales and/or total volume of material per truck method shall be approved by the Contracting Officer.

1.4 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

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

1.4.1 EROSION AND SEDIMENT CONTROL (LINE ITEM 0002)

Payment will be made for costs associated with or incidental to furnishing, installing, and maintaining dust, erosion and sediment control measures.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

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

Contract unit price multiplied by agreed quantity is full compensation.

SECTION 01 22 00 Page 4

1.5.1 STABILIZED CONSTRUCTION ENTRANCES (LINE ITEM 0001)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to construction of stabilized construction entrances.

1.5.1.2 Measurement

Payment will be paid for the total number of construction entrances to be constructed.

1.5.1.3 Unit of Measure

Each.

1.5.2 DEMOLITION AND REMOVAL OF STRUCTURES (LINE ITEM 0003)

1.5.2.1 Payment

Payment will be made for costs associated with demolition, excavation, removal, backfill, and disposal of structures indicated on drawings to be removed.

1.5.2.2 Measurement

Payment will be made for by the number of demolition/removal areas noted on the drawings.

1.5.2.3 Unit of Measure

Each.

1.5.3 WELL ABANDONMENT (LINE ITEM 0004)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to abandonment of wells. The amount of grout for well abandonment is estimated to be approximately 150 cubic yards 15,387 vertical linear feet .

1.5.3.2 Measurement

The amount paid for will be the total number of wells properly plugged and abandoned in accordance with the specifications.

1.5.3.3 Unit of Measure

EachCubic Yard .

1.5.4 PUMP REMOVAL (LINE ITEM 0005)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to removal and disposal of pumps.

SECTION 01 22 00 Page 5

1.5.4.2 Measurement

The amount paid for will be the total number of pumps removed and properly disposed of.

1.5.4.3 Unit of Measure

Each.

1.5.4 DITCH BLOCK CONSTRUCTION (LINE ITEM 0006)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to construction of ditch blocks and construction of field fences.

1.5.4.2 Measurement

The amount paid for will be for the total number of ditch blocks constructed in accordance with the drawings and specifications.

1.5.4.3 Unit of Measure

Each.

1.5.5 DITCH BOTTOM INLET AND CULVERT (LINE ITEM 0007)

1.5.5.1 Payment

Payment will be made for costs associated with acquiring, installing, and constructing ditch bottom inlets and culverts.

1.5.5.2 Measurement

The amount paid for will be the total number of ditch bottom inlets and culverts installed in accordance with the drawings and specifications.

1.5.5.3 Unit of Measure

Each.

1.5.6 DIKE FORTIFICATION (LINE ITEM 0008)

1.5.6.1 Payment

Payment will be made for all costs associated with fortification of the dike.

1.5.6.2 Measurement

The amount paid for will be the total length of dike fortification in accordance with the drawings and specifications.

SECTION 01 22 00 Page 6

1.5.6.3 Unit of Measure

Linear Foot.

1.5.7 DIKE CUTS (LINE ITEM 0009)

1.5.7.1 Payment

Payment will be made for the total number of dike cut areas.

1.5.7.2 Measurement

The amount paid for will be the total number of dike cut areas, measured along the centerline of the levee.

1.5.7.3 Unit of Measure

Each.

1.5.8 LOW-LEVEL DIKE INSTALLATION (LINE ITEM 0010)

1.5.8.1 Payment

Payment will be made for costs associated with construction of low-level dike.

1.5.8.2 Measurement

The amount paid for will be the total number of dike cut areas.

1.5.8.3 Unit of Measure

Linear Foot.

1.5.9 DIKE REGRADING (LINE ITEM 0011)

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to regrading of the existing dike.

1.5.9.2 Measurement

The amount paid for will be the total length of regraded dike, measured along the centerline of the dike.

1.5.9.3 Unit of Measure

Linear foot.

1.5.10 ROCK RIPRAP (LINE ITEM 0012)

1.5.10.1 Payment

Payment will be made for costs associated with or incidental to

SECTION 01 22 00 Page 7 installation of rock riprap.

1.5.10.2 Measurement

The total amount of material, to be paid for under this contract, will be measured by the amount of riprap delivered, satisfactorily placed and approved according to the drawings and specifications. Payment will be based upon surveyed area of installed riprap provided by the Contractor.

Certified weight/delivery tickets shall supplement the measurements and shall be provided to the Contracting Officer in accordance with SUBMITTALS above. Payment will not be made prior to submission of surveyed areas and certified weight/delivery tickets.

1.5.10.3 Unit of Measure

Square Yard.

1.5.11 STABILIZED ACCESS ROAD (LINE ITEM 0013)

1.5.11.1 Payment

Payment will be made for costs associated with or incidental to installation of the permanent stabilized access road.

1.5.11.2 Measurement

The amount paid for will be the surface area of stabilized access road constructed.

1.5.11.3 Unit of Measure

Square Yard.

1.5.12 SEEDING AND MULCHING (LINE ITEM 0014)

1.5.12.1 Payment

Payment will be made for costs associated with or incidental to permanent seeding and mulching areas.

1.5.12.2 Measurement

The amount paid for will be the area of seeding and mulching.Vegetation will be inspected to ensure sufficient establishment prior to payment being made.

1.5.12.3 Unit of Measure

Acre.

1.5.13 CONTRACTING OFFICER'S FIELD OFFICE (LINE ITEM 0015)

1.5.13.1 Payment

Payment will be made for costs associated with or incidental to providing, maintaining, and final disposition of the Contracting Officer's field

SECTION 01 22 00 Page 8 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.

1.5.13.2 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.

1.5.13.3 Unit of Measure

Month.

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 requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 9

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Safety Personnel Training

1.5.2 Personnel Qualifications

1.5.2.1 Site Safety and Health Officer (SSHO)

1.5.2.2 Qualified Person for Confined Space Entry

1.5.2.3 Crane Operators

1.5.3 Personnel Duties

1.5.3.1 Site Safety and Health Officer (SSHO)

1.5.4 Meetings

1.5.4.1 Preconstruction Conference

1.5.4.2 Safety Meetings

1.6 ACCIDENT PREVENTION PLAN (APP)

1.6.1 EM 385-1-1 Contents

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 NOTIFICATIONS and REPORTS

1.11.1 Accident Reports

1.11.2 Crane Reports

1.11.3 Certificate of Compliance

1.12 HOT WORK

1.13 RADIATION SAFETY REQUIREMENTS

1.14 FACILITY OCCUPANCY CLOSURE

1.15 SEVERE STORM PLAN

1.16 CONFINED SPACE ENTRY REQUIREMENTS.

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Hazardous Material Exclusions

3.1.2 Unforeseen Hazardous Material

3.2 PRE-OUTAGE COORDINATION MEETING

3.3 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.4 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

3.4.1 Training

3.4.2 Fall Protection Equipment and Systems

SECTION 01 35 26 Page 1

3.4.2.1 Personal Fall Arrest Equipment

3.4.3 Fall Protection for Roofing Work

3.4.4 Horizontal Lifelines

3.4.5 Guardrails and Safety Nets

3.4.6 Rescue and Evacuation Procedures

3.5 SCAFFOLDING

3.6 EQUIPMENT

3.6.1 Material Handling Equipment

3.6.2 Load Handling Equipment (LHE)

3.6.3 Equipment and Mechanized Equipment

3.6.4 USE OF EXPLOSIVES

3.7 EXCAVATIONS

3.7.1 Utility Locations

3.7.2 Utility Location Verification

3.7.3 Utilities Within and Under Concrete, Bituminous Asphalt, and

Other Impervious Surfaces

3.8 ELECTRICAL

3.8.1 Conduct of Electrical Work

3.8.2 Portable Extension Cords, Generators and Tools

3.9 WORK IN CONFINED SPACES

-- End of Section Table of Contents --

SECTION 01 35 26 Page 2

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

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 within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI/ASSE)

ANSI/ASSE A10.32 (2004) Fall Protection

ANSI/ASSE A10.34 (2001; R 2005) Protection of the Public on or Adjacent to Construction Sites

ANSI/ASSE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

AMERICAN NATIONAL STANDARDS INSTITUTE/AMERICAN SOCIETY OF

MECHANICAL ENGINEERS (ANSI/ASME)

ANSI/ASME B30.22 (2010) Articulating Boom Cranes

ANSI/ASME B30.3 (2009) Tower Cranes

ANSI/ASME B30.5 (2007) Mobile and Locomotive Cranes

ANSI/ASME B30.8 (2010) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2015) National Electrical Code

NFPA 70E (2015) Standard for Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

SECTION 01 35 26 Page 3

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag Out)

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926 Subpart AA Construction Work in Confined Spaces

29 CFR 1926.1400 Cranes & Derricks in Construction

29 CFR 1926.500 Fall Protection

29 CFR 1926.1427 Operator Qualification and Certification, Cranes and Derricks in Construction

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

a. Competent/Qualified Person for Fall Protection. A person who is capable of identifying hazardous or dangerous conditions in the personal fall arrest system or any component thereof, as well as their application and use with related equipment, and has the authority to take prompt corrective measures to eliminate the hazards of falling.

b. High Visibility Accident. Any mishap which may generate publicity or high visibility.

c. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

d. Operating Envelope. The area surrounding any crane. Inside this "envelope" is the crane, the operator, riggers and crane walkers, rigging gear between the hook and the load, the load and the crane's supporting structure (ground, rail, etc.).

e. Qualified Person for Fall Protection. A person with a recognized degree or professional certificate, and with extensive knowledge, training and experience in the field of fall protection; who is capable of performing design, analysis, and evaluation of fall protection systems and equipment.

f. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

SECTION 01 35 26 Page 4

(2) Days away from work (any time lost after day of injury/illness onset);

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in

(1) through (6) above.

g. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

h. Load Handling Equipment (LHE) Accident. A LHE accident occurs when any one or more of the six elements in the operation envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death;

material or equipment damage; dropped load; derailment; two-blocking;

overload; and/or collision, including unplanned contact between the load, crane, and/or other objects. A dropped load, derailment, two-blocking, overload and collision are considered an accident even though no material damage or injury occurs. A component failure is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than the completion of the 100% design.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP) ; G, DO

* Activity Hazard Analysis (AHA) ; G, DO

* Crane Critical Lift Plan ; G, DO

*Note: Only for activities required to start work. Remaining AHA's shall be submitted in accordance with paragraph ACTIVITY HAZARD ANALYSIS (AHA) below. Remaining Crane Critical Lift Plans shall be submitted in accordance with paragraph ACCIDENT PREVENTION PLAN (APP) below.

SD-02 Shop Drawings

Standard Lift Plan (SLP) ; G, DO

SD-06 Test Reports

SECTION 01 35 26 Page 5

Notifications and Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph, "Notifications and Reports."

Accident Reports

Crane Reports

SD-07 Certificates

Confined Space Entry Permit

Hot work permit

License Certificates

Proof of qualification for Crane Operators ; G, DO

Certificate of Compliance (Crane)

Submit one copy of each permit/certificate attached to each Daily Quality Control Report.

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1 , and all Federal, State, and local laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern. The most recent USACE EM 385-1-1 can be viewed at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Safety Personnel Training

a. The 30-hour OSHA Construction Course will not substitute nor qualify any personnel in meeting the competent or qualified person training or work requirements. Follow the most recent addition of the EM 385-1-1 for current competent person requirements.

b. Additional training, experience, hands-on and practical knowledge are required to meet the competent and qualified person requirements in various work activities, fall protection, scaffolding, excavation, trenching, confined space, hazardous communications/hazardous materials, LOCKOUT/TAGOUT (LOTO), respiratory protection, hearing protection, steel erection, spills, lead abatement, asbestos, blasting, critical lifts, and additional work activities listed in the EM 385-1-1 . Verification of training will be required and submitted with the Accident Prevention Plan.

SECTION 01 35 26 Page 6

1.5.2 Personnel Qualifications

1.5.2.1 Site Safety and Health Officer (SSHO)

The contractor shall provide a Safety oversight team that includes a minimum of one (1) Qualified Person at each project site to function as the Safety and Health Officer (SSHO). The SSHO shall be at the work site at all times, unless specified differently in the contract, to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor, and their training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17 and all associated sub-paragraphs.

A Competent/Qualified Person shall be provided for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan, and shall be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. The credentials of the Competent/Qualified Persons(s) shall be approved by the Contracting Officer in consultation with the Safety Office.

The Competent/Qualified Person may be the SSHO provided the person meets all the requirements for both SSHO and Competent/Qualified Person.

1.5.2.1.1 Contractor Quality Control (QC) Person

The Contractor Quality Control Person can be the SSHO on this project.

1.5.2.2 Qualified Person for Confined Space Entry

Provide a "Qualified Person" to supervise the entry into each confined space. That individual must meet the requirements and definition of Qualified Person as contained in EM 385-1-1 .

1.5.2.3 Crane Operators

Meet the crane operators requirements in USACE EM 385-1-1 , Section 16, and 29 CFR 1926.1427 . In addition, for lifting devices (not including those exempted by EM 385-1-1 ) rated 2,000 pounds or more, mobile cranes with Original Manufacturer (OEM) rated capacity of 50,000 pounds or greater, designate crane operators qualified by a source that qualifies crane operators (i.e., union, a government agency, or an organization that tests and qualifies crane operators). Provide proof of current qualifications.

Conduct a review of all licenses, training, certifications and the medical certifications required by EM 385-1-1 , Paragraph 16.B.05, every 30 days.

Document and maintain a record of each review. Make this review a part of the APP.

1.5.3 Personnel Duties

1.5.3.1 Site Safety and Health Officer (SSHO)

The SSHO shall:

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the Contractors' daily quality control report.

SECTION 01 35 26 Page 7

b. Conduct mishap investigations and complete required reports. Maintain the OSHA Form 300 and Daily Production reports for prime and sub-contractors.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. Post a list of unresolved safety and health deficiencies on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements.

h. Maintain a list of hazardous chemicals on site and their material safety data sheets.

i. Review all licenses, training, certifications and medical evaluations will be conducted every 30 days. These inspections are to be documented and maintained for record. This requirement shall be part of the Accident Prevention Plan submittal.

j. Report any mishaps involving crane operations to the Government Designated Authority (GDA) and USACE Safety Office immediately. All crane operations mishap information must be completed, reviewed and forwarded to the USACE Safety Officer within 4 hours of the incident.

k. Ensure smoking or tobacco use on USACE worksite is in designated areas only.

l. Perform a daily safety meeting for all activities on the day prior to beginning work, and record meeting on the daily QC report.

m. Above ground storage tank (AST) shall be coordinated with the local fire department. Any permit or paperwork required shall be documented and provided to the GDA.

n. Lightning protection/detection devices are required on all LHE, cranes and cranework.

o. Perform Project Site Safety Trend Analysis: The Site Safety Health Officer (SSHO), Project Manager (PM) and Supervisor(s) shall review and analyze all records, deficiencies and documentation pertaining to the safety and health program. This review will be conducted on a monthly basis and will focus on hazard and injury analysis, and recognition of developing trends.