Amendment_0006.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

HERBERT HOOVER DIKE REHABILITATION PROJECT: REACH 1 CUTOFF WALL GAP CLOSURE, MARTIN AND PALM BEACH COUNTIES, FLORIDA

Please see the attached Summary of Changes.

The receipt of proposals remain unchanged August 19, 2016 @ 3:00 PM, EDT.

All other conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP-16-R-0018

X 9B. DATED (SEE ITEM 11)

08-Jul-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 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

12-Aug-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:

W912EP-16-R-0018 Amendment 0006

SF 30 CONTINUATION SHEET

SUMMARY OF CHANGES

1. CONTRACTING DOCUMENTS:

N/A

2. SPECIFICATIONS:

A. Either asterisks appear before and after the line or lines where revisions have been made to the text on the enclosed revised or added pages or the text changes have been updated with additions noted with underlined text and deletions noted with line/crossouts, and pertain only to changes made by this amendment.

B. The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not marked with asterisks or underlined text and line/cross-outs.

CHANGES TO THE SPECIFICATIONS – Volume 2 of 2:

DELETE AND REPLACE THE FOLLOWING SPECIFICATION SECTIONS OR DOCUMENTS IN

THEIR ENTIRETY:

SECTION: 01 22 00 - MEASUREMENT AND PAYMENT

SUBMITTAL REGISTER

SECTION: 01 35 26 – GOVERNMENTAL SAFETY REQUIREMENTS

SECTION: 01 57 25 – TURBIDITY AND DISPOSAL MONITORING

SECTION: 02 32 00 – VERIFICATION DRILLING AND PERMEABILITY TESTING OF IN-

PLACE CUTOFF WALL

SECTION: 02 35 29 – CONVENTIONAL CUTOFF WALL

SECTION: 35 41 17 – JET GROUT CUTOFF WALL

3. CHANGES TO DRAWINGS: DELETE AND REPLACE THE FOLLOWING DRAWINGS:

G-04, G-07, C-07A

HHD Rehabilitation Project, Reach 1 Cutoff Wall Gap Closure, W912EP-16-R-0018 Martin and Palm Beach County, Fl

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 PAYMENT PROCEDURES

1.4.1 Lump Sum

1.4.2 Unit Price

1.5 LINE ITEMS

1.5.1 Mobilization and Demobilization (Line Items 0001, 0008, 0014, 0020, & 0026)

1.5.2 Work Platform (Line Items 0002, 0009, 0015, 0021, & 0027)

1.5.3 Jet Grout Cutoff Wall (Line Items 0003, 0010, 0022, & 0028)

1.5.4 Conventional Cutoff Wall (Line Items 0011, 0016, 0023, & 0029)

1.5.5 Verification Coring/Testing For Jet Grout (Line Items 0004, 0012, 0017, 0024, & 0030)

1.5.6 Import Riprap (Line Items 0005, 0013, & 0025)

1.5.7 Torry Island Improvements (Line Item 0018)

1.5.8 Stand by Time (Line Items 0006)

1.5.9 Stand by Time (Line Items 0019)

1.5.10 Contracting Officer Field Office (Line Item 0007)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 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 Amendment 0006

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 CONTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 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.

SECTION 01 22 00 Page 2 Amendment 0006

1.4 PAYMENT PROCEDURES

Payment items for the work in this contract on which the contract payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The 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. All costs for items of work, which are not specifically mentioned to be included in a particular payment item, shall be included in the listed item most closely associated with the work involved.

1.4.1 Lump Sum

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 (Alternate). 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.

1.4.2 Unit Price

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.

1.5 LINE ITEMS

Line items will be paid in accordance with the paragraph PAYMENT PROCEDURES above and as required below. The following line items are included in Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1:

1.5.1 Mobilization and Demobilization (Line Items 0001, 0008, 0014, 0020, & 0026)

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

1.5.2 Work Platform (Line Items 0002, 0009, 0015, 0021, & 0027)

Lump sum payment will be made for costs associated with or incidental to work platforms, erosion control and monitoring, site restoration, sod and sod establishment.

1.5.3 Jet Grout Cutoff Wall (Line Items 0003, 0010, 0022, & 0028)

Unit price payment in square feet will be made for costs associated with or incidental to furnishing all plant, labor, equipment, materials, and performing all operations in association with the construction of Jet

SECTION 01 22 00 Page 3 Amendment 0006

Grout Cutoff Wall. * Also include in these line items all costs associated with or incidental to probing, supplementary subsurface explorations, and Vibrating Wire Piezometers.* The square footage of jet grout cutoff wall shall be calculated by taking the plan length times the depth. The depth of jet grout cutoff wall is the top elevation minus tip elevation of wall.

1.5.4 Conventional Cutoff Wall (Line Items 0011, 0016, 0023, & 0029)

Unit price payment in square feet will be made for costs associated with or incidental to furnishing all plant, labor, equipment, materials, and performing all operations associated with the construction of Conventional Cutoff Wall. The square footage of conventional cutoff wall shall be calculated by taking the plan length times the depth. The depth of conventional cutoff wall is the top elevation minus tip elevation of wall.

1.5.5 Verification Coring/Testing For Jet Grout (Line Items 0004, 0012, 0017, 0024, & 0030)

Unit price payments will be made for costs associated with or incidental to verification drilling and testing. Incidentals includes but are not limited to piezometers.

1.5.6 Import Riprap (Line Items 0005, 0013, & 0025)

Unit price payment will be made for costs associated with or incidental to processing, transportation, and placement of permanent geotextile, bedding stone and import riprap on the restored embankment slope to the lines and grades shown on the drawings.

1.5.7 Torry Island Improvements (Line Item 0018)

Lump sum payment will be made for costs associated with or incidental to utility work (sanitary sewer, potable water, communication, and electrical), working with utility providers, maintenance of traffic, and roadway work within the limits of construction at Torry Island.

1.5.8 Stand by Time (Line Items 0006)

Standby time will be paid for each calendar day as exercised by the Contracting Officer. Standby time shall be associated with and incidental to the verification testing and acceptance for the Jet Grout Cutoff Wall Demonstration Section.

1.5.9 Stand by Time (Line Items 0019)

Standby time will be paid for each calendar day as exercised by the Contracting Officer. Standby time shall be associated with and incidental to the coordination of utilities and maintenance of traffic at Torry Island. In addition, standby time shall be associated with and incidental to the construction (by others) of utilities, traffic control device and other traffic appurtenances at Torry Island.

1.5.10 Contracting Officer Field Office (Line Item 0007)

1.5.10.1 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 4 Amendment 0006 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.

1.5.10.2 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.

1.5.10.3 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 5 Amendment 0006

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 13 PAGES

HHD REHABILITATION PROJECT, REACH 1 CUTOFF WALL, GAP CLOSURE,

01 11 00 SD-01 Preconstruction Submittals

1.3.3 G ROTemporary Turnout Plan

1.10 G DOMaintenance of Traffic Plan

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

01 30 00 SD-01 Preconstruction Submittals

List of Subcontractors

SD-07 Certificates

Signature Authority

Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.3 G ROProject Scheduler Qualifications

3.4.1 G ROPreliminary Project Schedule

3.4.2 G ROInitial Project Schedule

3.6.2 G ROPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

G ROExport File

01 35 26 SD-01 Preconstruction Submittals

1.6 G DOAccident Prevention Plan (APP)

1.7 G DOActivity Hazard Analysis (AHA)

1.6.1 G DOCrane Critical Lift Plan

SD-06 Test Reports

1.11Notifications and Reports

1.11.1Accident Reports

1.11.2Crane Reports

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Amendment 0006

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 13 PAGES

01 35 26 1.8Confined Space Entry Permit

1.8Hot work permit

1.13License Certificates

1.5.2.3 G DOCrane Operators

1.11.4Third Party Certification of

Barge-Mounted Mobile Cranes

1.11.3Certificate of Compliance

01 45 04 SD-01 Preconstruction Submittals

3.2 G ROContractor Quality Control (CQC)

Plan

G ROInitial Work Schedule

SD-07 Certificates

3.7.2 G ROLaboratory Qualifications

3.2.2Letter of Authority

01 50 02 SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan

3.8Security Plan

SD-02 Shop Drawings

3.7Contractor's Temporary Facilities

Temporary Electric Drawings

01 52 10 SD-02 Shop Drawings

2.1Contracting Officer's Field Office

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

SD-07 Certificates

G DOBird Monitoring Qualifications

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 13 PAGES

01 57 20 G DOEastern Indigo Snake Observer

SD-11 Closeout Submittals

Logs/Final Summary Report

Eastern Indigo Snake Monitoring

Report

Project Environmental Summary

Sheet

Logs/Summary of Bird Nesting

Monitoring

Comprehensive Final Report

01 57 25 SD-03 Product Data

Calibration Standard

SD-06 Test Reports

Turbidity Monitoring

01 57 50 SD-01 Preconstruction Submittals

G DODrilling Program Plan

01 78 02 SD-02 Shop Drawings

G ROAs-Builts

SD-03 Product Data

1.4 G ROFinal Cleaning

02 22 13 SD-01 Preconstruction Submittals

G DOVibration Control Specialist

G DOVibration Control Specialist

Alternate

G DOVibration Monitoring

Technician(s)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 13 PAGES

02 22 13 G DOStructural Inspection/Evaluation

Engineer

G DOPre-Construction Structural

Survey

G DOVibration Control Plan

SD-06 Test Reports

Vibration Monitoring Report

Daily Instrument Logs

G DOPost-Construction Structural

Survey

02 32 00 SD-02 Shop Drawings

1.2 G DODrilling Plan

3.7 G DOVerification Boring Reports

3.1.2 G DOIn-Situ Open Hole Water Testing

Plan

3.3.3 G DOIn-Situ Open Hole Water Testing

Plan

2.3 G DOBOREHOLE CAMERAS

G DOElectronic Water Level Gauge

(Pressure Troll)

3.2.2 G DOQC Casing Installation Plan

SD-06 Test Reports

3.2.8Core Disposal Notification

02 35 29 SD-02 Shop Drawings

G DOCutoff Wall Construction Plan

As-Builts

SUBMITTAL REGISTER

CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 13 PAGES

02 35 29 Top of Wall Survey

SD-04 Samples

Cutoff Wall Backfill Material

SD-06 Test Reports

Cutoff Wall Backfill Material Mix

Design and Test Report

Quality Control Testing

Excavation and Placement Logs

G DOCutoff Wall Acceptance

SD-07 Certificates

G ROExperience and Qualifications

Requirements

SD-11 Closeout Submittals

Final Testing Report

02 41 00 SD-05 Design Data

1.2.1 G RODemolition Plan

03 30 53 SD-02 Shop Drawings

1.3 G DOInstallation Drawings

SD-03 Product Data

2.2.3.1 G DOAir-Entraining Admixture

G DOAccelerating Admixture

2.2.3.2 G DOWater-Reducing or Retarding

Admixture

2.2.12 G DOCuring Materials

G DOSynthetic Fiber Reinforcement

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 6 OF 13 PAGES

03 30 53 2.2.8 G DOExpansion Joint Filler Strips, Premolded

2.2.9 G DOJoint Sealants - Field Molded

Sealants

G DOWaterstops

3.1.3.3 G DOBatching and Mixing Equipment

3.2 G DOConveying and Placing Concrete

2.2.10 G DOFormwork

2.3 G DOMix Design Data

2.3 G DOReady-Mix Concrete

2.4.1 G DOCuring Compound

2.2.5 G DOMechanical Reinforcing Bar

Connectors

2.2.13 G DOAnchoring Adhesive

SD-06 Test Reports

2.2.2Aggregates

2.1.3 G DOConcrete Mixture Proportions

3.8.3 G DOCompressive Strength Testing

3.8.3 G DOSlump

3.8.3 G DOAir Content

2.2.4 G DOWater

SD-07 Certificates

2.2.1 G DOCementitious Materials

G DOPozzolan

2.2.2 G DOAggregates

2.3 G RODelivery Tickets

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 13 PAGES

03 30 53 SD-08 Manufacturer’s Instructions

2.4.1 G DOCuring Compound

31 05 19 SD-03 Product Data

2.1.2 G DOThread

2.2 G ROManufacturing Quality Assurance

Sampling and Testing

SD-04 Samples

3.1 G ROQuality Control Samples and

Tests

SD-07 Certificates

2.1.1 G DOGeotextile

31 23 24 SD-01 Preconstruction Submittals

Work Plan

SD-05 Design Data

G DOCLMS Grout Mix Design

SD-07 Certificates

Receipts

32 11 23 SD-03 Product Data

1.5 G ROOffsite Plant, Equipment, and

Tools

1.6 G ROWaybills and delivery tickets;

3.1.2 G DOAggregate Sources

SD-06 Test Reports

1.3 G ROSampling and Testing

1.3.2 G ROField Density Tests

32 12 16 SD-03 Product Data

SUBMITTAL REGISTER

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TITLE AND LOCATION CONTRACTOR

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P A R A G R A P

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 13 PAGES

32 12 16 1.5 G ROOffsite Plant, Equipment, and

Tools

2.2.1 G ROJob-Mix Formula (JMF)

3.3 G ROContractor Quality Control

3.12 G ROMaterial Acceptance

G ROWaybills and Delivery Tickets

SD-04 Samples

G ROSuperpave Type SP-9.5

Structural Course (Traffic Level A)

3.4.2 G ROAggregates

SD-06 Test Reports

3.3.2QC Monitoring

3.4.2 G ROAggregates

SD-07 Certificates

1.4 G ROSampling and Testing

1.4.2 G ROTesting Laboratory

2.2 G ROSuperpave Type SP-9.5 or

SP-12.5 Structural Course (Traffic

Level A)

G ROAsphalt Cement Binder

SD-11 Closeout Submittals

3.13 G ROWarranty

32 92 23 SD-03 Product Data

Delivery

Finished Grade and Topsoil

Topsoil

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 13 PAGES

32 92 23 G ROQuantity Check

G ROSod Establishment Period

Maintenance Record

SD-06 Test Reports

Equipment Calibration

Soil Test

SD-07 Certificates

Sod

Topsoil

Fertilizer

33 24 15 SD-02 Shop Drawings

G DOPiezometer Installation Plan

G DOPiezometer As-Built Logs

33 29 00 SD-02 Shop Drawings

G DOWell Closure Plan

SD-06 Test Reports

G DOPost Construction Well Closure

Report;

G DOWater Level Summary Report

35 31 19 SD-03 Product Data

G DOStone Source

G DOConstruction Methods

SD-05 Design Data

G DOSurvey

G DOStone Placement Records

SD-06 Test Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 10 OF 13 PAGES

35 31 19 G DOBulk Specific Gravity

G DOGradation Test

G DOEvaluation Testing of Stone

Report

SD-07 Certificates

G RORiprap Weekly Certificate

G ROWeight Scale Certification

35 41 00 SD-02 Shop Drawings

G DODewatering Work Plan

G DOShoring, Sheeting, and Bracing

G ROExcavation

G DOPlan of Operations

1.3.1 G DOEmbankment and Backfill

Materials

G RONuclear Density

G DOSurvey of Restored Embankment

SD-07 Certificates

G ROTesting

35 41 17 SD-01 Preconstruction Submittals

1.4.1 G DOSequence of Operations

1.5.1 G DOProcedural Work Plan

1.3.13.2 G DOJet Grout Cutoff Wall

Demonstration Section Installation

Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 13 PAGES

35 41 17 1.4.1 G DOJet Grout Cutoff Wall

Demonstration Section Installation

Plan

1.5.2 G DOJet Grout Cutoff Wall

Demonstration Section Installation

Plan

1.5.3 G ROGrout Batch Plant and High

Pressure Pumping Certification

Program

G DOPlans of Action for Response

Value

1.5.5 G ROHigh Pressure Operating Safety

Manual

1.5.6 G ROControl and Handling of Jet Grout

Waste

1.5.7 G ROSurvey System for Cutoff Wall

SD-02 Shop Drawings

1.5.8 G DOLayout of Jet Grout Equipment

1.5.20 G DOJet Grout Production Submittal

SD-03 Product Data

1.5.9 G DOJet Grout Production Equipment

1.5.10 G DOInstruments for Drilling Deviation

Measurements

G DOEquipment and Procedures to

Obtain Samples

SD-04 Samples

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 13 PAGES

35 41 17 1.5.11 G ROJet Grout Samples

SD-06 Test Reports

1.5.2 G DODemonstration Section Report

3.3 G DODemonstration Section Report

1.5.14 G DOCement Grout Mixes with Water

Compatibility

3.8.2 G DOQuality Control Testing and

Reports

SD-07 Certificates

1.5.15 G ROFactory Calibrations on

Instruments Used for Control of Jet

Grouting

1.5.16 G DOFactory Calibration on Drilling

Deviation / Inclinometer and

Borehole Surveying Instruments

1.5.17 G ROCement/pozzolan Certification

1.5.18 G ROWeigh Bills and Disposal

Records for Jet Grout Waste pH of Jet Grout Waste

3.7.1.2USACE Validated Laboratory

SD-11 Closeout Submittals

3.4.4 G DOFinal Report

G DOAs-built plan and elevation view of the jet grout cutoff wall

35 42 01 SD-11 Closeout Submittals

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 13 PAGES

35 42 01 3.1 G DOCutoff Wall Construction Data

Report

35 52 01 SD-02 Shop Drawings

2.1 G DOCutoff Wall Work Platform Plan

SD-07 Certificates

1.4 G DOQualifications

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

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APPROVING AUTHORITY

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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)

1.5.2.1.1 Contractor Quality Control (QC) Person:

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

1.11.4 Third Party Certification of Barge-Mounted Mobile Cranes

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 (NOT APPLICABLE)

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

SECTION 01 35 26 Page 1 Amendment 0006

3.4.1 Training

3.4.2 Fall Protection Equipment and Systems

3.4.2.1 Personal Fall Arrest Equipment

3.4.3 Rescue and Evacuation Procedures

3.5 EQUIPMENT

3.5.1 Material Handling Equipment

3.5.2 Load Handling Equipment (LHE)

3.5.3 Equipment and Mechanized Equipment

3.5.4 USE OF EXPLOSIVES

3.6 EXCAVATIONS

3.6.1 Utility Locations

3.6.2 Utility Location Verification

3.6.3 Utilities Within and Under Concrete, Bituminous Asphalt, and

Other Impervious Surfaces

3.7 ELECTRICAL

3.7.1 Conduct of Electrical Work

3.7.2 Portable Extension Cords, Generators and Tools

3.8 WORK IN CONFINED SPACES

SECTION 01 35 26 Page 2 Amendment 0006

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 51B (2009; TIA 09-1) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

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

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

SECTION 01 35 26 Page 3 Amendment 0006

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

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 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for Construction

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.

SECTION 01 35 26 Page 4 Amendment 0006

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;

(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 2030 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later.

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

SECTION 01 35 26 Page 5 Amendment 0006

PREVENTION PLAN (APP) below.

SD-06 Test Reports

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

Third Party Certification of Barge-Mounted Mobile Cranes

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. On-line 30-hour OSHA Construction Course will not be accepted to meet training 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

SECTION 01 35 26 Page 6 Amendment 0006 with the Accident Prevention Plan.

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 cannot be the SSHO on this project, even though the QC has safety inspection responsibilities as part of the QC duties.

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

SECTION 01 35 26 Page 7 Amendment 0006 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.

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.

All crane operations shall cease until the contractor's corrective action plan has been submitted, reviewed, and accepted by the Government.

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.

Failure to perform the above duties will result in dismissal of the superintendent, QC Manager, and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

SECTION 01 35 26 Page 8 Amendment 0006

1.5.4 Meetings

1.5.4.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, quality control supervisor, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, review, and acceptance of AHAs to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Do not begin work until there is an accepted APP.

1.5.4.2 Safety Meetings

Conduct and document meetings as required by EM 385-1-1 . Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the Contractors' daily quality control report.

1.6 ACCIDENT PREVENTION PLAN (APP)

Use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385-1-1 , Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program. Include any portions of the Contractor's overall safety and health program referenced in the APP in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer, the Contractor Quality control Manager, and any designated CSP or CIH.

SECTION 01 35 26 Page 9 Amendment 0006

Submit the APP to the Contracting Officer no later than 20 30 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later. Work cannot proceed without an accepted APP.

Once accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified.

Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and quality control manager. Should any severe hazard exposure, i.e. imminent danger, become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate/remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ANSI/ASSE A10.34 ,) and the environment.

All certifications and/or training certificates will be reviewed by SAJ-SO to include third party training certificates. All third party training will be reviewed and verified. Training certifications for the third party trainer shall be provided. These documents shall be submitted in the Accident Prevention Plan (APP) and the AHA prior to work activity commencing.

Copies of the accepted plan will be maintained at the…