W912P819B0055_(plans).pdf

PDF 23 MB Posted Aug 10, 2019

Attached to: Calcasieu River & Pass, LA, Maintenance Dredging FY19, Mile 17. 0 to 34. 0
Solicitation number: W912P819B0055
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Solicitation No. W912P819B0055 (plans)

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File	Type	Posted
W912P819B0055_Signed_Abstract.pdf	PDF	Sep 11, 2019
W912P819B0055-0001.pdf	PDF	Sep 6, 2019
W912P819B0055_(spec).pdf	PDF	Aug 10, 2019

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Binder1

1 - !2ndSheet

US Army Corps

2 - Attention Bidders

3 - INQUIRIES

4 - !4thSheet (edited)

6 - !5thSheet

7 - 00010

8 - bid bond form

18B0034_Solicitation_Package 8

18B0034_Solicitation_Package 9

9 - Sec 00100

10 - Sec 00600

11a - Wage Determination

11b - Affirmative Action (lakecharles)

12 - Sec 00800

Binder2 (specs & plans)

A02 - Advertisement Specs, CR&P MDrdg FY19, Miles 17 to 34_1 (ED-19-043)

DIVISION 01 - GENERAL REQUIREMENTS

01100 - GENERAL PROVISIONS

1. DAMAGE TO WORK

2. SAFETY PROVISIONS

3. SIGNAL LIGHTS

4. CONTINUITY OF WORK

5. INSPECTION

6. SHOALING

7. ACCOMMODATIONS AND MEALS FOR INSPECTORS

8. SEAWORTHINESS CERTIFICATION

9. ENVIRONMENTAL LITIGATION

10. STATE TAXES

11. FUEL CONSUMPTION REPORTING REQUIREMENTS

12. RIGHTS-OF-WAY

13. VECTOR CONTROL

14. ACCESS PLAN

15. CONTRACT COORDINATION

16. CONTRACTOR’S RESPONSIBILITY

17. MOBILIZATION OF ATTENDANT PLANT

18. SUPERVISION

19. PRE-BID SITE VISIT

20. WORK IN THE VICINITY OF OTHER GOVERNMENT CONTRACTORS

21. SECURITY REQUIREMENTS

22. REGULATORY REQUIREMENTS

23. CONTRACTOR PERFORMANCE EVALUATIONS – CONSTRUCTION

24. DATUM RELATIONSHIPS

01100 - General Provisions - Attachments

CESO Form A-02 APP Checklist

Activity Hazard Analysis (AHA)

Form_385-10R Fuel Oil Transfer.pdf

Project Identification and Safety Performance Signs

01 33 00 - SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

1.2 DEFINITIONS

1.2.1 Submittal Descriptions SD

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved

1.4.2 Information Only

1.5 APPROVED SUBMITTALS

1.6 DISAPPROVED SUBMITTALS

1.7 GENERAL

1.8 SUBMITTAL REGISTER

1.9 SCHEDULING

1.10 TRANSMITTAL FORM ENG FORM 4025

1.11 SUBMITTAL PROCEDURES

1.11.1 Procedures

1.11.2 Deviations

1.12 CONTROL OF SUBMITTALS

1.13 GOVERNMENT APPROVED SUBMITTALS

1.14 INFORMATION ONLY SUBMITTALS

1.15 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE RMS CM

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT AND PAYMENT

1.3 CONTRACT ADMINISTRATION

1.3.1 Correspondence and Electronic Communications

1.3.2 Other Factors

1.4 RMS SOFTWARE

1.5 SYSTEM REQUIREMENTS

1.6 CONTRACT DATABASE - GOVERNMENT

1.7 CONTRACT DATABASE - CONTRACTOR

1.7.1 Administration

1.7.1.1 Contractor Information

1.7.1.2 Subcontractor Information

1.7.1.3 Correspondence

1.7.1.4 Equipment

1.7.1.5 Reports

1.7.1.6 Request For Information RFI

1.7.2 Finances

1.7.2.1 Pay Activity Data

1.7.2.2 Payment Requests

1.7.3 Quality Control QC

1.7.3.1 Quality Control QC Reports

1.7.3.2 Deficiency Tracking

1.7.3.3 Three-Phase Control Meetings

1.7.3.4 Labor and Equipment Hours

1.7.3.5 Accident/Safety Reporting

1.7.3.6 Definable Features of Work

1.7.3.7 Activity Hazard Analysis

1.7.4 Submittal Management

1.7.5 Schedule

1.7.6 Closeout

1.8 IMPLEMENTATION

1.9 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS

PART 3 EXECUTION

01 45 04.00 10 - CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

1.2 SUBMITTALS

1.3 ELECTRONIC TEST REPORT DATA

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 CONTRACTOR QUALITY CONTROL CQC PLAN

3.2.1 Content of the CQC Plan

3.2.2 Acceptance of Plan

3.2.3 Notification of Changes

3.3 COORDINATION MEETING

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

3.4.2 CQC System Manager

3.4.3 CQC Personnel

3.4.4 Additional Requirement

3.4.5 Organizational Changes

3.5 SUBMITTALS AND DELIVERABLES

3.6 CONTROL

3.6.1 Preparatory Phase

3.6.2 Initial Phase

3.6.3 Follow-up Phase

3.6.4 Additional Preparatory and Initial Phases

3.7 TESTS

3.7.1 Testing Procedure

3.7.2 Testing Laboratories

3.7.2.1 Capability Check

3.7.2.2 Capability Recheck

3.7.3 Onsite Laboratory

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

3.8.2 Pre-Final Inspection

3.8.3 Final Acceptance Inspection

3.9 DOCUMENTATION

3.10 SAMPLE FORMS

3.11 NOTIFICATION OF NONCOMPLIANCE

01 45 04_Constuction Control Manual 14Mar2016.pdf

Chapter 1 Introduction

1. General:

2. Definitions:

3. Responsibility, Compilation, and Submittal of Test Results:

Chapter 2 Soils

1. Scope:

2. Samples:

3. Testing Personnel:

4. Typical Test Requirements:

5. Sampling and Testing of Compacted Fill:

6. Sampling and Testing of Un-Compacted Berm Material:

7. Compilation of Test Data for Submittal:

8. Soil Electronic Conductivity (EC) and Total Soluble Salt Analysis:

9. Field and Laboratory Determination of Non-Soil Volume for Levee Fill:

10. Additional Testing:

Chapter 3 Concrete

1. Scope:

2. Samples:

3. Testing Personnel:

4. Typical Test Requirements:

5. Compilation of Test Data for Submittal:

Chapter 4 Welding Inspection

1. Scope:

2. Definitions:

3. Testing Personnel:

4. Visual Inspection Requirements:

5. Nondestructive Testing Requirements:

6. Acceptance Criteria:

7. Frequency of Testing:

8. Compilation of Test Data for Submittal:

Appendix A – Test Form Management

1. Report Numbering:

2. Naming the Test Form Files:

3. Submitting Test Forms:

4. How to Access USACE QACC SharePoint Site

5. Uploading test forms.

6. Revisions and Special Naming Considerations:

Appendix B - Material Testing Laboratory Requirements

1. Purpose:

2. Applicability:

3. References:

4. Responsibilities:

5. Procedures:

6. Records:

Appendix C - Filling Out Test Form Templates

1. Test Form Templates:

2. MVNQ Terms Document:

01 45 04_Contractor Quality Control - Attachments

01 57 20.01 12 - ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 APPLICABLE REGULATIONS

1.3 SUBMITTALS

1.4 MEASUREMENT AND PAYMENT

1.4.1 Environmental Protection

1.4.2 Bird Nesting Prevention and Avoidance Measures

1.4.3 Non-Regulated Waste

1.4.4 Hazardous/Regulated Waste

1.5 QUALITY CONTROL

1.5.1 General

1.5.2 Reporting

1.6 NOTIFICATION

1.7 SUBCONTRACTORS

1.8 IMPLEMENTATION

1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.10 REFERENCES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PROTECTION OF LAND RESOURCES

3.1.1 General

3.1.2 Prevention Of Landscape Defacement

3.1.3 Temporary Excavation And Embankments

3.1.4 Post-Construction Cleanup Or Obliteration

3.1.5 Recording And Preserving Historical And Archeological Finds

3.2 PROTECTION OF WATER RESOURCES

3.2.1 Contamination Of Water

3.2.2 Disposal Of Materials

3.2.3 Erosion Control

3.2.4 Fuel and Lubricants

3.3 PROTECTION OF FISH AND WILDLIFE

3.3.1 Colonial Nesting Birds

3.3.1.1 General

3.3.1.2 Reporting

3.3.1.3 No Work Distances

3.3.1.4 Bird Nesting Prevention and Avoidance Measures and Implementation

3.3.1.5 Discovery of Bird Nests at the Work Site

3.3.2 Manatees

3.3.2.1 Special Operating Conditions If Manatees Are Present in the Project

3.3.2.2 Manatee Sighting Reports

3.4 JANITOR SERVICES

3.5 DISPOSAL OF NON-REGULATED DEBRIS AND OTHER WASTE

3.6 DISPOSAL OF REGULATED SOLID WASTES

3.7 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.8 REPORTING OF POLLUTION SPILLS

3.9 TRAINING OF CONTRACTOR PERSONNEL

01 78 02.00 10 - CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

1.2 SUBMITTALS

1.3 PROJECT RECORD DOCUMENTS

1.3.1 "As-Built" Drawings

1.3.1.1 Government Furnished Materials

1.3.1.2 Working "As-Built" and Final "As-Built" Drawings

1.3.1.3 Drawing Preparation

1.3.1.4 Qualifications of CADD personnel

1.3.1.5 Computer Aided Design and Drafting CADD Drawings

1.3.1.6 Final As-Built Drawings

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

DIVISION 02 - EXISTING CONDITIONS

02 21 10.00 12 - SURVEYS

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.2.1 Navigation Channel Surveys

1.2.2 CDF Surveys

1.3 REFERENCES

1.4 SUBMITTALS

1.5 QUALITY CONTROL

1.6 PROFESSIONAL CERTIFICATION

1.7 SURVEY EQUIPMENT

1.7.1 Survey Boat

1.7.2 Fathometer

1.7.2.1 General

1.7.2.2 Calibration

1.7.2.3 Low Frequency Signal Parameters

1.7.3 Lead Line/Level Rod

1.7.4 Automatic Recording Tide Gage

1.7.5 Positioning Equipment

1.7.5.1 Electronic Surveys

1.7.5.2 Compiled Survey Data CD Disk

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 COMMENCEMENT, PROSECUTION, AND COMPLETION

3.1.1 General

3.1.2 Positioning Surveys

3.1.3 Preliminary Field Surveys

3.1.4 Before and After Dredging Cross Sections

3.1.5 Acceptance Profiles

3.1.6 Survey Data

3.1.7 CDF Surveys

3.1.7.1 CDF Pre-Construction Profiles

3.1.7.2 CDF Compliance Surveys

DIVISION 05 - METALS

05 50 13 - MISCELLANEOUS METAL FABRICATIONS

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.3 REFERENCES

1.4 SUBMITTALS

1.5 SHOP DRAWINGS

1.6 QUALITY CONTROL

1.6.1 General

1.6.2 Reporting

PART 2 PRODUCTS

2.1 STRUCTURAL STEEL PLATES, SHAPES AND BARS

2.2 BOLTS, NUTS AND WASHERS

2.2.1 Bolts

2.2.2 Nuts

2.2.3 Washers

2.2.4 Galvanizing

2.3 HANDRAIL

2.3.1 Aluminum Pipe

2.3.2 In-Line Slip-On Fittings

2.3.3 Setscrews

2.4 FLOOR GRATINGS

PART 3 EXECUTION

3.1 EXECUTION

3.1.1 Workmanship

3.1.2 Dimensional Tolerances for Structural Work

3.1.3 Structural Steel Fabrication

3.2 STEEL WELDING

3.2.1 Structural Steel

3.2.1.1 General

3.2.1.2 Welding Equipment

3.2.1.3 Preparation of Base Metal

3.2.1.4 Welding Procedure Specifications WPS

3.2.1.5 Qualifications of Welders and Welding Operators

3.2.1.6 Procedure Qualification Report PQR

3.2.1.7 Technique

3.2.1.8 Workmanship

3.2.1.9 Inspection

3.3 NONDESTRUCTIVE EXAMINATION

3.3.1 Testing Personnel

3.3.2 Examination Procedures

3.3.2.1 Ultrasonic Testing

3.3.2.2 Radiographic Testing

3.3.2.3 Magnetic Particle Inspection

3.3.2.4 Dye Penetrant Inspection

3.4 BOLTED CONNECTIONS

3.4.1 Structural Steel Connections

3.4.1.1 Bolt Holes

3.5 MISCELLANEOUS PROVISIONS

3.5.1 Coal Tar Epoxy Coatings

3.5.2 Cleaning of Corrosion-Resistant Steel

DIVISION 09 - FINISHES

09 97 02.01 12 - PAINTING: COAL TAR EPOXY SYSTEM

PART 1 GENERAL

1.1 REFERENCES

1.2 MEASUREMENT AND PAYMENT

1.3 SUBMITTALS

1.4 QUALIFICATIONS

1.4.1 Certified Professional

1.4.2 Qualified Paint Contractor

1.4.3 Coating Thickness Gage Qualification

1.4.4 Qualifications of Coating Inspector

1.5 SAMPLING AND TESTING

1.6 SAFETY AND HEALTH PROVISIONS

1.6.1 Abrasive Blasting

1.6.1.1 Hoses And Nozzles

1.6.1.2 Workers Other Than Blasters

1.6.2 Cleaning with Compressed Air

1.6.3 Cleaning with Solvents

1.6.3.1 Ventilation

1.6.3.2 Personal Protective Equipment

1.6.4 Mixing Epoxy and Polyurethane Resin Formulations

1.6.4.1 Exhaust Ventilation

1.6.4.2 Personal Protective Equipment

1.6.4.3 Medical Precautions

1.6.4.4 Emergency Equipment

1.6.5 Paint Application

1.6.5.1 Ventilation

1.6.5.2 Explosion Proof Equipment

1.6.5.3 Further Precautions

1.6.5.4 Ignition Sources

1.6.6 Health Protection

1.6.6.1 Air Sampling

1.6.6.2 Respirators

1.6.6.3 Protective Clothing and Equipment

1.7 MEDICAL STATUS

1.8 CHANGE IN MEDICAL STATUS

1.9 ENVIRONMENTAL PROTECTION

1.9.1 Waste Classification, Handling, and Disposal

1.9.2 TSP Monitoring Plan

1.10 PAINT PACKAGING, DELIVERY, AND STORAGE

PART 2 PRODUCTS

2.1 SPECIAL PAINT FORMULAS

2.2 PAINT FORMULATIONS

2.2.1 Formula C-200a, Coal Tar-Epoxy Black Paint

2.2.2 Solvent and Thinners

2.2.2.1 Xylene

PART 3 EXECUTION

3.1 CLEANING AND PREPARATION OF SURFACES TO BE PAINTED

3.1.1 General Requirements

3.1.2 Surface Preparation

3.1.3 Equipment

3.2 PAINT APPLICATION

3.2.1 General

3.2.2 Mixing and Thinning

3.2.3 Atmospheric and Surface Conditions

3.2.4 Time Between Surface Preparation and Painting

3.2.5 Method of Paint Application

3.2.6 Coverage and Film Thickness

3.2.6.1 Measurement on Ferrous Metal

3.2.7 Progress of Painting Work

3.2.8 Contacting Surfaces

3.2.9 Drying Time Prior to Immersion

3.2.10 Protection of Painted Surfaces

3.2.11 Coal Tar-Epoxy Black Paint Formula C-200a

3.2.11.1 Mixing

3.2.11.2 Application

3.2.11.3 Subsequent Coats

3.2.11.4 Ambient Temperature

3.2.11.5 Safety

3.3 PAINT SYSTEMS APPLICATION

3.3.1 Surface Preparation

3.3.2 System No. 6-A-Z

3.3.3 Protection of Nonpainted Items and Cleanup

3.4 INSPECTION

3.4.1 Paint Appearance and Testing

3.5 PAINT REPAIR

3.6 PAINTING SCHEDULES

DIVISION 33 - UTILITIES

33 40 00 - STEEL CULVERT INSTALLATION

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.3 REFERENCES

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 General

1.5.2 Reporting

PART 2 PRODUCTS

2.1 Steel Culvert Pipe

2.2 Welds

PART 3 EXECUTION

3.1 GENERAL

3.2 EXCAVATION

3.3 DAMAGED PIPES OR CASINGS

3.4 TOLERANCES

3.5 BACKFILLING

3.6 SHORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.00 12 - DREDGING

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT

1.2.1 Quantity Surveys

1.2.2 After Dredging Profiles

1.2.3 Quantity Computations

1.2.4 Acceptance Reach

1.2.5 Timely Performance Of Quantity Surveys

1.2.6 Progress Payments

1.2.7 Radio And Telephone Communication Equipment

1.2.8 Dike Construction

1.2.9 Ditching and Draining

1.3 PAYMENT

1.3.1 Mobilization And Demobilization

1.3.2 Dredging - Confined Disposal Facilities CDF

1.3.3 CDF Dike Construction

1.3.4 Radio and Telephone Communication Equipment

1.3.5 Ditching and Draining

1.4 SUBMITTALS

1.5 QUALITY CONTROL

1.5.1 Quality Control Reports

1.5.2 Report Of Operations

1.5.3 Construction Schedule

1.5.4 Access Plan

1.6 RADIO AND TELEPHONE COMMUNICATIONS

1.6.1 Maritime Radio Transceiver

1.6.2 Radio Equipment For Additional Dredges

1.6.3 Cellular Telephone and Internet

1.7 PLANT

1.7.1 General Requirements

1.7.2 Capacity

1.7.3 Inspectors Government Agents Transportation

1.7.4 Automatic Identification System AIS

1.8 REFERENCES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 DREDGING

3.1.1 Dredging Limits

3.1.2 Hydraulic Cutterhead Dredging

3.1.3 Channel Dimensions

3.1.4 Order of Work

3.1.5 Excessive Dredging

3.1.6 Slides

3.1.7 Character Of Materials

3.1.8 Continuous Dredging

3.2 WORKING IN THE VICINITY OF PIPELINES, STRUCTURES, AND UTILITY CROSSINGS

3.2.1 Dredging Precautions Over Pipeline and Utilities

3.2.1.1 Plan of Operations at Pipeline and Utility Crossings

3.2.1.2 Certified Letters to Pipeline and Utilities Owners

3.2.2 Existing Pipelines, Structures Or Utilities

3.2.3 Unidentified Pipelines, Structures, Or Utilities

3.2.4 Utility and Pipeline Marking Requirement

3.3 DISPOSAL OF DREDGE MATERIAL

3.3.1 Main Channel Confined Disposal Facilities

3.3.1.1 CDF Access

3.3.1.2 CDF Retention Dikes

3.3.1.3 CDF Weirs and Effluent Discharge

3.3.1.4 Pipeline Discharge

3.3.1.5 Failures of Retention Dikes and Weirs

3.3.2 Excessive Pipeline Discharge

3.3.3 Effluent Sedimentation

3.3.4 Deposition In Non-Approved Areas

3.3.5 Prevention Of Damage

3.3.6 Protection Of Government Monuments, Markers, Or Towers

3.3.7 Submerged Discharge Lines

3.4 CDF DITCHING AND DRAINING

Dredge and Attendant Plant Data Sheet

MVN FORM_4267.pdf

FRONT

BACK

MVN Form_322

Box Cut Section

A02 - Signed Plans - CR&P MDrdg FY19, Mile 17.0 to 34.0 (ED-19-043)

G-01_Cover(signed)

Plans - Calcasieu Maint. Dredging FY19, Mile 17.0 to 34.0 (ED-19-043)(Reduced Size)

G-02_ Vin Map

G-03_General Notes Legend and Abrv

G-04_Tabulations Channel Algn and Curve Data

G-05_Main Channel Dredge Cut Template

S-01

C-01_STA. 1897+67 TO STA. 1735+00_(MILE 36-33)

C-02_STA. 1735+00 TO STA. 1625+00_(MILE 33-31)

C-03_STA. 1625+00 TO STA. 1515+00_(MILE 31-29)

C-04_STA. 1515+00 TO STA. 1385+00_(MILE 29-26.5)

C-05_STA. 1385+00 TO STA. 1285+00 _(MILE 26.5-24.5)

C-06_STA. 1285+00 TO STA. 1170+00_(MILE 24.5-22)

C-07_STA. 1170+00 TO 1055+00_(MILE 22-20)

C-08_STA. 1055+00 TO STA. 950+00_(MILE 20-18)

C-09_STA. 950+00 TO 845+00_(MILE 18 - 16)

C-10_STA. 845+00 TO STA. 740+00_(MILE 16-14)

C-11_STA. 740+00 TO STA. 635+00_(MILE 14-12)

C-12_STA. 635+00 TO STA. 525+00_(MILE 12-10)

C-13_STA. 525+00 TO STA. 415+00_(MILE 10-8)

C-14_STA. 415+00 TO STA. 305+00_(MILE 8-6)

C-15_STA. 305+00 TO STA. 199+02.70_(MILE 6-5)

C-16_Ditching & Draining_CDF-E

C-17_Ditching & Draining_CDF-M

C-18_Devils Elbow

C-19_CROSS SECTIONS_STA. 893+60 TO STA. 980+00

C-20_CROSS SECTIONS_STA. 990+00 TO STA. 1080+00

C-21_CROSS SECTIONS_STA. 1090+00 TO STA. 1175+45

C-22_CROSS SECTIONS_STA. 1180+00 TO STA. 1242+54

C-23_CROSS SECTIONS_STA. 1250+00 TO STA. 1320+00

C-24_CROSS SECTIONS_STA. 1324+20 TO STA. 1400+00

C-25_CROSS SECTIONS_STA. 1406+01 TO STA. 1452+45

C-26_CROSS SECTIONS_STA. 1460+00 TO STA. 1504+85

C-27_CROSS SECTIONS_STA. 1510+00 TO STA. 1580+00

C-28_CROSS SECTIONS_STA. 1590+00 TO STA. 1680+00

C-29_CROSS SECTIONS_STA. 1689+32 TO STA. 1740+74

C-30_CROSS SECTIONS_STA. 1741+48 TO STA. 1798+81

S-02

S-03

S-04

S-05

S-06

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