SF30_Amendment__0001_Rio_De_La_Plata_17B0009.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

W912EP-17-B-0009 Amendment 0001

SF 30 CONTINUATION SHEET

Rio De La Plata - Flood Control Project, Dorado Bridge Channel Widening and Scour Protection (CWSP) Contract

Amendment 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where amendments 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 line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change.

The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

N/A.

Volume 2 of 2 – Technical Specifications:

DELETE Project Table of Contents and REPLACE with the attached revised Project Table of Contents.

DELETE Submittal Register and REPLACE with the attached revised Submittal Register.

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

DELETE Section 01 22 20 and REPLACE with the attached revised Section 01 22 20.

DELETE Section 32 15 00 and REPLACE with the attached revised Section 32 15 00.

DELETE Section 33 29 00 and REPLACE with the attached revised Section 33 29 00.

ADDED Section 33 71 02.

2. DRAWINGS:

DELETE Sheet C-06 and REPLACE with the attached revised Sheet C-06.

DELETE Sheet C-09 and REPLACE with the attached revised Sheet C-09.

DELETE Sheet C-09A and REPLACE with the attached revised Sheet C-09A.

DELETE Sheet C-12 and REPLACE with the attached revised Sheet C-12.

DELETE Sheet C-12A and REPLACE with the attached revised Sheet C-12A.

DELETE Sheet C-20 and REPLACE with the attached revised Sheet C-20.

DELETE Sheet G-05 and REPLACE with the attached revised Sheet G-05.

(End of Summary of Changes)

Rio De La Plata - Flood Control Project, Dorado Bridge Channel Widening and Scour Protection (CWSP) Contract

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER AND WATER STAGE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

01 57 50 DRILLING PROGRAM PLAN

01 78 02 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 22 13 VIBRATION CONTROL AND MONITORING

02 23 00 LOAD RATING PROOF TEST

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

DIVISION 05 - METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 73 01 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING

06 82 14 FIBERGLASS REINFORCED PLASTIC (FRP) PIPE AND TUBE RAILINGS

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 - ELECTRICAL

26 05 00 RELOCATION OF POWER AND TELEPHONE LINES

DIVISION 31 - EARTHWORK

PROJECT TABLE OF CONTENTS Page 1

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 23 24 CONTROLLED LOW STRENGTH MATERIAL (CLSM or FLOWABLE FILL)

31 32 11 SOIL SURFACE EROSION CONTROL

31 41 16 METAL SHEET PILING

31 62 13 PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 AGGREGATE SURFACING

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 29 00 DECOMMISSIONING WELLS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION FOR STRUCTURES

35 31 20 ARTICULATING CONCRETE BLOCK REVETMENTS

35 41 00 EMBANKMENT CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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W912EP-17-B-0009

RDLP FCP Dorado Bridge CWSP Contract

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

SD-07 Certificates

Utility Invoices

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 25 SD-01 Preconstruction Submittals

G RODive Operations Plan

SD-07 Certificates

G RODive Personnel Qualifications

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-02 Shop Drawings

1.6.1 G DOStandard Lift Plan (SLP)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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AUTH REMARKS

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

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RDLP FCP Dorado Bridge CWSP Contract

01 35 26 SD-06 Test Reports

1.11Notifications and Reports

1.11.1Accident Reports

1.11.2Crane Reports

SD-07 Certificates

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

SD-02 Shop Drawings

3.6Security Plan

3.5Contractor's Temporary Facilities

Temporary Electric Drawings

G ROConstruction Drawings

SUBMITTAL REGISTER

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RDLP FCP Dorado Bridge CWSP Contract

01 52 10 SD-02 Shop Drawings

2.1Contracting Officer's Field Office

01 55 26 SD-02 Shop Drawings

G ROTraffic Control Plan

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

SD-07 Certificates

G DOPuerto Rico Boa Monitoring

Qualifications

G DOManatee Observer Qualifications

SD-11 Closeout Submittals

Logs/Final Summary Report

Project Environmental Summary

Sheet

01 57 25 SD-03 Product Data

Calibration Standard

SD-06 Test Reports

Turbidity Monitoring

01 57 50 SD-02 Shop Drawings

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

SUBMITTAL REGISTER

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TITLE AND LOCATION CONTRACTOR

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RDLP FCP Dorado Bridge CWSP Contract

02 22 13 G DOVibration Control Specialist

Alternate

G DOVibration Monitoring

Technician(s)

G DOStructural Inspection/Evaluation

Engineer

G DOPre-Construction Structural

Survey

3.3 G DOVibration Control Plan

3.4 G DOMonitoring Plan

SD-06 Test Reports

Vibration Monitoring Report

Daily Instrument Logs

G DOPost-Construction Structural

Survey

02 23 00 SD-05 Design Data

G DOLoad Test Plan

SD-06 Test Reports

1.5 G DOLoad Rating Report

3.2 G DOLoad Rating Report

SD-07 Certificates

1.5 G DOProfessional Structural Engineer

02 41 00 SD-01 Preconstruction Submittals

1.8 G ROExisting Conditions

SD-07 Certificates

G RODemolition Plan

SUBMITTAL REGISTER

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RDLP FCP Dorado Bridge CWSP Contract

03 11 13 SD-02 Shop Drawings

3.1.1 G DOFormwork

SD-03 Product Data

2.2 G DOForm Materials

2.2.4 G DOForm Releasing Agents

SD-05 Design Data

2.1Calculations

SD-06 Test Reports

3.5Inspection

03 15 00 SD-02 Shop Drawings

2.4 G DOWaterstops

SD-03 Product Data

2.2 G DOPreformed Expansion Joint Filler

2.3 G DOSealant

2.4 G DOWaterstops

2.4.1 G DONon-Metallic Materials

SD-04 Samples

2.3.1Field-Molded Type

2.4Waterstops

2.5.2 G DOSplicing Waterstops

SD-07 Certificates

2.2 G DOPreformed Expansion Joint Filler

2.3 G DOSealant

2.4 G DOWaterstops

03 20 00 SD-02 Shop Drawings

3.1 G DOReinforcement

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RDLP FCP Dorado Bridge CWSP Contract

03 20 00 SD-03 Product Data

G DOMaterials

2.2.1 G DOMechanical Butt-Splices

3.1.3.2.1 G DOMechanical Butt-Splices

SD-06 Test Reports

2.5 G DOTests, Inspections, and

Verifications

SD-07 Certificates

2.2Reinforcing Steel

1.3.1Qualification of Steel Bar

Butt-Splicers

03 31 01 SD-02 Shop Drawings

3.4.2.6.6 G DORandom Sampling Plan

G DOConcrete Placement Plan

SD-03 Product Data

1.2 G DOConcrete Mixture Proportions

2.2 G ROBatch or Ready-Mixed Concrete

Plant Data

2.2.5 G ROConcrete Mixers

2.2.6 G ROConveying Equipment

2.2 G ROPlacing Equipment

3.1.4 G DOConstruction Joint Treatment

3.2.4Hot-Weather Placing

1.4.2 G DOCementitious Materials, Admixtures And Curing Compound

SD-04 Samples

SUBMITTAL REGISTER

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03 31 01 2.1.2 G ROAggregates

1.4.2 G ROCementitious Materials, Admixtures, and Curing

Compound

SD-06 Test Reports

3.4.2.3 G DOQuality of Aggregates

3.4.2.10 G ROMixer Uniformity

2.1Tests and Inspections

3.4Tests and Inspections

2.1.4Water

Mill Test Reports

SD-07 Certificates

1.4 G ROConcrete Field Testing

Technicians

1.4 G ROConcrete Construction Inspector

(CCI)

2.1.1 G DOCementitious Materials

2.1.1.6 G DOBlended Hydraulic Cement

G DOAir-Entraining Admixture

G DOOther Chemical Admixtures

2.1.7 G DOEpoxy Resin

2.1.6 G DOLatex Bonding Compound

2.1.5 G DONonshrink Grout

03 35 00 SD-03 Product Data

2.1Latex Bonding Compound

2.2Epoxy Resin

SUBMITTAL REGISTER

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RDLP FCP Dorado Bridge CWSP Contract

03 35 00 SD-04 Samples

1.3.1Slab Panels

03 39 00 SD-03 Product Data

2.1 G DOCuring Materials

SD-06 Test Reports

3.2 G ROTesting and Inspection for CQC

SD-08 Manufacturer’s Instructions

G DOCuring Compound

05 50 14 SD-02 Shop Drawings

G DOQuality Control Plan

1.3.2 G DODetail Drawings

G DOControl Dimensions

SD-03 Product Data

2.2.2.1 G DOWelding of Structural Steel

2.2.2.3 G DOWelding of Stainless Steel

G DOWelding of Aluminum

2.3.4 G DOStructural Steel Welding Repairs

2.1.1Materials Orders

2.1.2Materials List

2.1.3Shipping Bill

G DOTubular Welding Schedule

SD-06 Test Reports

2.3Tests, Inspections, and

Verifications

Fabrication Quality Control

Reports

SUBMITTAL REGISTER

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RDLP FCP Dorado Bridge CWSP Contract

05 50 14 SD-07 Certificates

G DOQualification Of Structural Steel

Fabricator

1.3.1Qualification of Welders and

Welding Operators

G DOApplication Qualification for

Stainless Steel Studs

G DOWelding of Aluminum

1.4.1 G DOInspector Qualifications

G DONDT Equipment Calibration

Records

SD-08 Manufacturer’s Instructions

G DOWelding Procedure Specifications

(WPS)

G DONDT Written Practice

05 50 15 SD-02 Shop Drawings

G DOQuality Control Plan

2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

G DOControl Dimensions

SD-03 Product Data

2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

SD-06 Test Reports

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05 50 15 2.1 G DOMiscellaneous Metals & Standard

Metal Articles

2.2 G DOShop Fabricated Metal Items

SD-07 Certificates

G DONDT Equipment Calibration

Records

G DOWelder Qualification Records

G DOInspector Qualifications

SD-08 Manufacturer’s Instructions

G DOWelding Procedure Specifications

G DONDT Written Practice

06 73 01 SD-02 Shop Drawings

1.3 G ROCourtesy Boat Dock and

Gangway Design

1.3 G ROInstallation Drawings, Templates, and Directions

SD-03 Product Data

1.3 G ROFRP Grating

1.3 G ROClips and Anchorage

SD-06 Test Reports

2.1.1 G ROBearing Strength Testing

2.1.1 G ROFlexural Properties

2.1.1 G ROUltraviolet Testing

2.1.1 G ROShear Strength

2.1.1 G ROTensile Properties

2.1.1 G ROToxicity Testing

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 11 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

06 73 01 2.1.1 G ROCoefficient of Lineal Thermal

Expansion

2.1.1 G ROFlame Spread Testing

SD-07 Certificates

1.3 G ROManufacturer's Sample Warranty

1.3 G ROCertification of Anchorage

System compliance with ASCE 7

G ROProof of Certification from a minimum of two quality assurance programs for its facilities or products (UL, DNV, ABS, USCG, AARR)

SD-08 Manufacturer’s Instructions

1.4 G ROShipping, Handling, Erection

Procedures

1.4 G ROCare and Maintenance

Instructions

SD-09 Manufacturer’s Field

Reports

3.1 G ROManufacturer's Certification of

Installation

SD-11 Closeout Submittals

3.2.1 G ROManufacturer's Warranty

06 82 14 SD-01 Preconstruction Submittals

1.3.1 G ROQualifications of Manufacturer

1.3.1 G ROManufacturer's Sample Warranty

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

06 82 14 SD-02 Shop Drawings

G DOInstallation Drawings

SD-03 Product Data

2.1.2 G ROFRP Pipe and Tube

2.1.2 G RORailings/Guards

2.1.2 G ROAnchorage Materials

2.1.2 G ROAdhesives

2.1.2 G ROResins

2.1.2 G ROHardeners

SD-05 Design Data

G DODesign Of Gangway And Floating

Dock

SD-06 Test Reports

2.1.3 G ROUltraviolet Test Reports

2.1.3 G ROThermal Expansion Test Reports

G ROFlame Spread Test Reports

SD-07 Certificates

1.3.2 G ROQualifications Of Engineer Of

Record

SD-08 Manufacturer’s Instructions

3.2.2 G ROManufacturer's Instructions

SD-09 Manufacturer’s Field

Reports

3.1 G ROManufacturer's Certification of

Installation

SD-11 Closeout Submittals

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

06 82 14 3.2.1 G ROManufacturer's Warranty

09 97 02 SD-02 Shop Drawings

G DOInterpretation of Safety, Health, and Environmental Requirements

1.2.1 G DOSafety Plan

1.2.1.6 G DOConfined Spaces Plan

1.2.1.7 GRespiratory Protection Plan

1.2.2.1 G DOAirborne Sampling Plan

1.2.1 G DOVentilation Assessment Plan

1.2.2 G DOMedical Surveillance Plan

1.2.3 G DOEnvironmental Protection Plan

1.2.3.1 G DOWaste Manifest

1.2.3.1 G DOWaste Classification, Handling, and Disposal Plan

1.2.3.2 G DOVisible Emissions Monitoring Plan

1.2.3.3 G DOPM-10 Monitoring Plan

1.2.3.4 G DOTSP Monitoring Plan

1.2.3.5 G DOWater Quality Plan

SD-03 Product Data

Part 2 G DOManufacturer's Product Data

Sheet

SD-04 Samples

Part 2 G ROProduct Samples

2.1 G ROSpecial Paint Formulas

G ROSolvent and Thinners

SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

09 97 02 1.2.3.3 G DOPM-10 Test Report

1.2.3.4 G DOTSP Test Report

3.4 G DOInspection Reports

1.2.2.2 G DOMedical Status Report

1.2.2.3 G DOChange in Medical Status Report

1.2.2.1 G DOAir Monitoring Test Plan

1.2.2.1 G DOAir Monitoring Test Report

G DODaily Inspection Checklist for

Steel Substrates

SD-07 Certificates

1.4.1 G DOCertified EHS Professional

1.4.2.1 G DOSSPC QP 1 Certificate

1.4.2.2 G DOSSPC QP 3 Certificate

1.4.4 G DOCoating Thickness Gage

Qualification

1.4.3 G DOQualified Paint Applicator

26 05 00 SD-01 Preconstruction Submittals

G DORelocation and Demolition Plan

SD-02 Shop Drawings

G RODetail Drawings

31 05 22 SD-07 Certificates

2.1.1 G DOGeotextile

31 11 00 SD-07 Certificates

G RODisposal Permit

31 23 24 SD-01 Preconstruction Submittals

Work Plan

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

31 23 24 SD-05 Design Data

G ROCLSM Mix Design

SD-06 Test Reports

G ROTests And Inspections

SD-07 Certificates

G ROReceipts

G ROQualifications

31 32 11 SD-01 Preconstruction Submittals

1.4 G ROPermanent Erosion Control Plan

SD-02 Shop Drawings

3.1 G DOInstallation Plan

SD-03 Product Data

2.2 G DOTurf Reinforcement Mat

2.3 G DOPercussion Driven Earth Anchors

(PDEA)

2.4 G DOPins

1.4 G DOEquipment

SD-04 Samples

1.9 G DOMaterials

2.3 G DOPercussion Driven Earth Anchors

(PDEA)

2.4 G DOPins

SD-06 Test Reports

3.5 G ROQuality Control Testing

SD-07 Certificates

2.2 G DOTurf Reinforcement Mat

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 16 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

31 41 16 SD-02 Shop Drawings

2.1 G DOMetal Sheet Piling

SD-03 Product Data

3.2.2.2 G DODriving

3.2.1 G DOPile Driving Equipment

3.2.5 G DOPulling and Redriving

SD-05 Design Data

1.4 G DOTemporary Sheet Pile or

Alternate Cofferdam System

Design

SD-06 Test Reports

2.3.1 G ROMaterials Tests

SD-07 Certificates

1.7 G DOQualifications

SD-11 Closeout Submittals

3.4Pile Driving Record

31 62 13 SD-02 Shop Drawings

G DOSoil Boring Plan

G DOSite Investigation Report

1.6.1 G DOPrestressed Piles

1.6.3 G DOInstallation

3.1 G DOInstallation

3.1.3 G DOPile Driving

SD-03 Product Data

3.2 G DOPile Driving Equipment

SD-05 Design Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 17 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

31 62 13 G DOQualifications

G DOCalculations

1.6.5 G DOConcrete mix design

SD-06 Test Reports

G DOMaterial Test Reports

2.1.2 G DOAggregates

2.1.6 G DOSilica Fume

2.4.4 G DOCompressive Strength

SD-07 Certificates

2.1.2 G DOAggregates

2.1.1 G DOAdmixtures

1.6.6 G DOSilica fume manufacturer's

representative

2.1.9 G DOPrestressing steel

2.1.3 G DOCement

2.1.4 G DOFly ash and pozzolan

2.1.5 G DOSlag

1.6.4 G DOGeotechnical Consultant

Documentation

SD-08 Manufacturer’s Instructions

1.6.2 G DOQuality Control Procedures

SD-11 Closeout Submittals

G DOPile records

32 15 00 SD-03 Product Data

1.4 G ROPlant, Equipment, and Tools

Waybills And Delivery Tickets

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 18 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

32 15 00 SD-06 Test Reports

2.3.1 G ROInitial Tests

3.11.1 G ROIn-Place Tests

32 92 19 SD-03 Product Data

1.3.1.2 G ROFertilizer

SD-07 Certificates

1.3.2.1 G ROSeed

32 92 23 SD-03 Product Data

Delivery

Finished Grade and Topsoil

Topsoil

G ROQuantity Check

G ROSod Establishment Period

Maintenance Record

SD-06 Test Reports

Equipment Calibration

Soil Test

SD-07 Certificates

Sod

Topsoil

Fertilizer

33 29 00 SD-02 Shop Drawings

G DOWell Closure Plan

SD-06 Test Reports

G DOPost Construction Well Closure

Report

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 19 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

33 29 00 G DOWater Level Summary Report

33 71 02 SD-02 Shop Drawings

1.4.1 G ROPrecast underground structures

SD-03 Product Data

2.4 G ROMedium voltage cable

2.6 G ROMedium voltage cable joints

2.5 G ROMedium voltage cable

terminations

2.7 G ROLive end caps

2.12.2.1 G ROPrecast concrete structures

2.12.2.4Sealing Material

3.4.2Pulling-In Irons

2.12.3 G ROManhole frames and covers

2.13 G ROCable supports

SD-06 Test Reports

2.15.2 G ROMedium voltage cable

qualification and production tests

3.24.1 G ROField Acceptance Checks and

Tests

2.15.1 G ROArc-proofing test

2.15.1 G ROArc-proofing test

3.3 G ROCable Installation Plan and

Procedure

SD-07 Certificates

1.4.2 G ROCable splicer/terminator

1.4.3 G ROCable Installer Qualifications

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 20 OF 21 PAGES

RDLP FCP Dorado Bridge CWSP Contract

35 31 19 SD-02 Shop Drawings

G DOStone Source

G DOConstruction Methods

SD-05 Design Data

G DOSurvey

SD-06 Test Reports

G DOBulk Specific Gravity

1.6.2 G DOGradation Test

G DOEvaluation Testing of Stone

Report

SD-07 Certificates

1.6.1 G ROWeekly Certificates

G ROWeight Scale Certification

35 31 20 SD-02 Shop Drawings

G DODesign and Work Plan

SD-03 Product Data

G DOArticulating Concrete Block

Mattress (ACBM) Revetment

System

SD-06 Test Reports

G DOAnchor Load Tests

SD-07 Certificates

G DOInstaller's Qualifications

G DOACBM Manufacturer's Field

Representative Qualifications

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RDLP FCP Dorado Bridge CWSP Contract

35 31 20 G DOAnchor Manufacturer's Field

Representative Qualifications

35 41 00 SD-02 Shop Drawings

3.6.1 G DODewatering Work Plan

3.6.5 G DODewatering Work Plan

G DOShoring, Sheeting, and Bracing

Plan

3.7 G DOExcavation

G DOPlan of Operations

SD-06 Test Reports

G DOTest Strips

G RONuclear Density

G ROMeasurement of Fill Material

G ROTesting

SD-07 Certificates

G ROTesting

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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 Sequence of Work

1.2.4 Safety Requirements

1.2.5 Work Performed by Others

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.9 EXISTING WORK

1.10 LOCATION OF UNDERGROUND FACILITIES

1.10.1 Notification Prior to Excavation

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

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.11.2 Contractor Responsibility

1.12 UNITS OF MEASURE

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

W912EP-17-B-0009 SECTION 01 11 00 Page 1 Amendment 0001

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

PUERTO RICO HIGHWAY TRANSPORTATION AUTHORITY (PRHTA)

PRHTA Standard Specifications (2005) Standard Specifications for Road and Bridge Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for Channel Widening and Scour Protection, Dorado Bridge, Puerto Rico

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Dorado Bridge Channel Widening and Scour Protection (CWSP) Contract, to be constructed in three (3) phases, includes the construction of a boat ramp, recreation berm, approximately 1,017 meters of channel excavation by temporary construction berm, approximately 910 meters of levee construction with temporary openings and seepage filters, electrical line relocation, scour protection articulating concrete block mat (ACBM) installed using a sheetpile cofferdam) under the Dorado Bridge, and riprap revetment. This work also includes temporary construction crossings in accordance with PRHTA Standard Specifications , excavated material temporary depot areas for processing, material disposal areas, grassing, turf reinforcement matting, erosion and sediment control, traffic control, surface and ground water control, demolition of abandoned structures, and incidental related work along secondary tributary areas. Relocation of electrical and telephone lines shall be completed prior to any channel excavation. Partial notice to proceed (NTP) will be issued for the electrical and telephone line relocation work 15 calendar days after award. Final NTP will be issued for the remaining project work upon completion of the utility relocation and final USACE coordination (finding of ineligibility for listing in the National Register of Historic Places or mitigation of adverse effects) of environmentally sensitive areas as shown on G-05 and V-01. No construction, movement of vehicles or staging shall occur within the environmentally sensitive areas until the second NTP has been issued.

W912EP-17-B-0009 SECTION 01 11 00 Page 2 Amendment 0001

1.2.2 Location

The work is located in the Municipality of Dorado, Puerto Rico. The project begins at the southern end of the prior construction along La Plata River, and ends approximately 565 meters south of route PR-165R (Dorado) bridge.

1.2.3 Sequence of Work

The contract is broken into construction phases: Phase I - Channel Excavation and ACBM placement, Phase II - Levee Construction, and Phase III - Boat Ramp. The sequence of the phases is mandatory. Each Phase shall be completed to the extent practicable (i.e. all excavation shall be completed to the lines and grades shown in Phase I; all excavated materials moved to disposal or temporary depots areas for processing and drying and then moved to levee placement) prior to beginning the next Phase. The intermediate steps within the phases of the construction sequence are discretionary for bidding purposes only and constructability. The Contractor is responsible for the sequence of work.

It is intended to fulfill the Government requirements of providing scour protection at the earliest possible time, under dry conditions, to the maximum extent possible while maintaining at least the original hydraulic capacity and interior drainage. The Contract assumes maximum use of excavated materials for features for dry placement conditions.

Prior to beginning construction activities, inspect features previously constructed at the site by others in Contract 1A. These features include hauling roads, temporary diversion channels, and excavated material temporary depot areas previously constructed. Coordinate and complete the relocation of electrical lines and telephone lines prior to channel excavation. The clearing, grubbing and stripping of the levee and channel footprints shall be done prior to construction activities in those areas.

Phase I - From STA 25+00 to 22+90, excavate channel and build western construction berm. Store excess material in designated areas and build land area portions of the west levee as shown on (C-03). From STA 22+00 to 21+00, install temporary sheetpile, excavate, dewater and grade areas for ACBM placement on final template. Install permanent sheetpile, ACBM, and channel protection (riprap) in dry conditions as shown on (C-02 and C-14).

Continue to store excess material. Continue channel excavation from STA 22+90 to 17+69 leaving a construction berm to perform work in dry conditions. Install remaining channel protection in dry conditions.

Remove the existing plug near STA 17+69 and install riprap on the channel slopes and where indicated. Required final western slope (4:1) configuration and associated riprap protection from STA 17+69 to STA 19+40 shall be completed during this phase.

Phase II - Construct temporary crossing to excavate channel from STA 25+00 and Rio Cocales vicinity to 27+50. Remove the berm north of Rio Cocales to initiate flow and divert channel. Reuse and place riprap removed from plug near channel STA 17+69 as subbase at rock plug near levee STA's 25+50 and 24+25, and place suitable backfill from excavated material to create plugs to work under dry conditions. Continue constructing land areas of west levee and ramp as shown on (C-03). Maintain hydraulic conveyance for tributary and interior drainage at all times. Dewater and demuck work area within the existing river; backfill with suitable excavated material;

compact, and grade. Excavate west channel slope (4:1) and place riprap protection. Construct berm with suitable excavated material near Levee STA 24+00, enlarge eastern berm and construct any additional berms to

W912EP-17-B-0009 SECTION 01 11 00 Page 3 Amendment 0001 allow construction in dry conditions. Tie berms into Dorado Bridge ACBM installation area. Dewater and demuck work area; place backfill with suitable excavated material; compact, and grade. Complete levee fill and tie-in at Pier #2 as shown on (C-16 and S-02). Install scour protection (ACBM and riprap) on accessible areas. Excavate west channel slope (4:1) and place riprap protection on the remaining areas of the west channel slope. Construct a plug with suitable excavated material near Levee STA 21+00 and berms around the east side of the levee to tie into land areas (near STA 20+00) to allow construction in dry conditions. Dewater and demuck work area; backfill with suitable excavated material, compact, and grade to complete west levee tie-in. Construct berms from levee STA 21+00 to Dorado Bridge as needed; dewater, backfill and grade levee and recreational berm. Required final west channel slope (4:1) configuration and associated riprap protection from channel STA 19+85 to STA 25+07 can be completed during this phase. Grade slopes and place riprap at opening for the tributary.

Proceed with the installation of the overbuild as designated (C-08A to C-10A) after completion of the levee up to the initial fill grade. Install turf reinforced mat (TRM) in order to prevent erosion gullies on the recreation berm. Once the minimum required grade is reached, place the top soil, seeding, sodding, aggregate surface course and sod on the slopes of the embankment.

Phase III - Construct the boat ramp and excavate levee near STA 21+00 to create opening. Grade slopes and place riprap at opening.

Upon completion of the project all excavated material temporary depot areas, stabilized construction entrances, haul roads, staging areas and temporary fences shall be removed from the job site.

1.2.4 Safety Requirements

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

1.2.5 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 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 plus the time stated for the establishment of grass as set forth in the paragraph SOD ESTABLISHMENT PERIOD of Section 32 92 23 SODDING.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

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

W912EP-17-B-0009 SECTION 01 11 00 Page 4 Amendment 0001

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 GEOTECHNICAL DATA REPORT ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

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

1.5.3 Contractor Investigation

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

1.5.4 Maritime Traffic

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

1.5.5 Obstruction of Channel

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

1.6 LAYOUT OF WORK

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

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey

W912EP-17-B-0009 SECTION 01 11 00 Page 5 Amendment 0001

Notes that must be duplicated if an attempt to recreate the subject survey is desired.

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

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

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

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 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), W912EP-17-B-0009 SECTION 01 11 00 Page 6 Amendment 0001 utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

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

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

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

1. The equitable adjustment shall be based on the contract unit or…