Hulah_Tainter_Gate_Repair_Specifications_8-4-16.pdf

Solicitation No. W912BV-16-R-0004

US Army Corps of Engineers Tulsa District Arkansas River Watershed Hulah Lake, Oklahoma

Repair Tainter Gates

Specifications

August 4, 2016 rsl

TABLE OF CONTENTS - SPECIFICATION

SOLICITATION NO. W912BV-16-R-0004

REPAIR TAINTER GATES

HULAH LAKE, OKLAHOMA

AUGUST 4, 2016

TOC-1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00 SF 1442 AND CLIN SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS, & NOTICES TO OFFERORS

00 22 11 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA,

BASIS OF AWARD

00 45 00 REPRESENTATIONS & CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATION SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 SUMMARY OF WORK

01 10 00 CRANE PLACEMENT PLAN

01 22 00 MEASUREMENT AND PAYMENT

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 CONTRACTOR QUALITY CONTROL

01 46 00 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 BULLETIN BOARD, PROJECT SIGN, AND SAFETY SIGN

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 05 – METALS

05 05 23 ULTRASONIC INSPECTION OF WELDMENTS

05 59 13 REHABILITATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 – FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

APPENDICES

APPENDIX A HULAH SPILLWAY BRIDGE INSPECTION REPORT, APRIL 2015

APPENDIX B EXAMPLE CRANE PLAN

-- End of Specifications Table of Contents --

PROPOSAL SCHEDULE

REPAIR TAINTER GATES

HULAH LAKE, OKLAHOMA

AUGUST 04, 2016

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-1

BASE PROPOSAL (GATES 2, 3, 4, 6, 7, and 9)

1. Rehabilitate and Paint Tainter Gates 1 JOB $_______ $_________

2. Tainter Gate Side Seal Assemblies 6 Set $_______ $_________

TOTAL BASE PROPOSAL $____________________

OPTION 1 (GATE 1)

3. Rehabilitate and Paint Tainter Gates 1 JOB $_______ $_________

4. Tainter Gate Side Seal Assemblies 1 Set $_______ $_________

TOTAL OPTION 1 $____________________

OPTION 2 (GATE 5)

5. Rehabilitate and Paint Tainter Gates 1 JOB $_______ $_________

6. Tainter Gate Side Seal Assemblies 1 Set $_______ $_________

TOTAL OPTION 2 $____________________

OPTION 3 (GATE 8)

7. Rehabilitate and Paint Tainter Gates 1 JOB $_______ $_________

8. Tainter Gate Side Seal Assemblies 1 Set $_______ $_________

TOTAL OPTION 3 $____________________

PROPOSAL SCHEDULE

REPAIR TAINTER GATES

HULAH LAKE, OKLAHOMA

AUGUST 04, 2016

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-2

OPTION 4 (GATE 10)

9. Rehabilitate and Paint Tainter Gates 1 JOB $_______ $_________

10. Tainter Gate Side Seal Assemblies 1 Set $_______ $_________

TOTAL OPTION 4 $____________________

TOTAL BASE PLUS OPTIONS 1-4 $____________________

PROPOSAL SCHEDULE NOTES

1. All costs for items of work not listed separately in the Proposal Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.

2. This solicitation requires submission of a price on all items. Failure to do so will result in the proposal being rejected without further consideration.

3. Only one contract for the entire schedule will be awarded under this solicitation.

4. Proposal Schedule Options may be exercised, at the option of the Government, at the time of contract award up to 90 calendar days after the date of contract award.

*****AMENDMENT 0003*****

5. Sixty (60) calendar days, to include adverse weather days will be added to the period of performance for EACH option that is exercised.

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Highlight

Hulah Repair Tainter Gates FY16 HULAHTGATESFY16

SECTION 01 00 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section provides a general summary of the work to be performed to repair and paint the tainter gates and provide tainter gate seal assemblies at Hulah Lake, Oklahoma. See the specifications and drawings for detailed requirements. The Contractor shall provide all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, management, and travel necessary to complete all work in accordance with this summary of work, the attached drawings, the specifications, and all other contract documents and requirements. The Government will provide no materials, equipment, or labor.

1.2 EXPLANATION OF CONTRACT AUTHORITY AND RELATIONSHIPS

The U. S. Army Corps of Engineers (USACE), Tulsa District will award and administer this contract and shall be the sole authority to interact contractually with, direct, and provide oversight to the Contractor.

References to any other organization or entity directing, authorizing, approving, or in any other way contractually interacting with the Contractor shall denote such action by the designated representative(s) of the Contracting Officer, USACE, Tulsa District.

1.3 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.4 SUMMARY OF WORK

This project will be a total turn-key contract with all work being performed by the Contractor. See other specifications sections, drawings, contract clauses, and other contract documents for detailed requirements.

The work required is summarized as follows:

a. Disconnect tainter gate chain assemblies from gates to allow complete blasting/painting of areas of gates under the chains. Move chain assemblies to secure location to protect chain assemblies from blasting and painting operations.

b. Gouge and fill weld areas indicated on drawings. Inspect weld repairs.

c. Blast and paint tainter gates with paint system 5-E-Z (includes removal, remediation, and disposal of existing lead paint).

d. Provide new J-bulb side seal assemblies on gates indicated. Blast

SECTION 01 00 00 Page 1 and paint new side seal bars and angles and tainter gates before assembly and attachment of side seal assemblies to tainter gates. Do not paint neoprene gaskets or J-bulb seals.

e. Reattach tainter gate chain assemblies and adjust chain assemblies and as specified.

f. Completely clean/remove all blast media, paint overspray, and construction debris from Government property and legally dispose off site.

1.5 SAFETY

All work shall be performed in accordance with EM 385-1-1 dated 30 November 2014 and all subsequently issued interim changes and errata, 29 CFR 1910, 29 CFR 1926, and other references as listed herein. Matters of interpretation of the safety standards shall be submitted to the Administrative Contracting Officer (ACO) for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply. The Government stresses the importance of safety on all USACE job sites. If any safety violations occur, all work shall cease immediately and no work will resume until all safety violations are corrected. Lost time for safety violations will not be subject to time extensions for contract completion.

1.6 WORK HOURS

The Contractor shall work between 7 a.m. and 7 p.m. Monday through Friday unless otherwise requested in writing by the Contractor and approved in writing by the ACO.

1.7 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:

SD-01 Preconstruction Submittals

Detailed Work Plan; G

1.8 DETAILED WORK PLAN MINIMUM REQUIREMENTS

Within 30 calendar days of contract award, a Detailed Work Plan shall be submitted for all work required by this contract. This work plan is separate from any and all documents submitted before contract award and shall provide greater detail than pre-award submitted work plans (if applicable).

The plan shall include as a minimum details for all work listed in paragraph SUMMARY OF WORK above. The plan shall include detailed construction methods and procedures, all manpower (each trade/skill required and crew sizes, including subcontractors), and all equipment (including make, model, size, capacity, and weight). The plan shall specifically state all methods to protect Government property from construction activities, in particular the methods to protect existing gate hoist machinery and structures from blast media

SECTION 01 00 00 Page 2 and paint overspray.

In addition, the Contractor shall submit any additional information as directed by the ACO. All items of work shall be addressed to the level of detail required by the ACO. Construction activities and purchasing of materials shall not begin until the Detailed Work Plan has been approved by the ACO. The Contractor's work schedule (days of the week and hours per day) shall be stated.

1.9 GATE OPERATIONAL CAPABILITY INSPECTION (GOCI)

The Government will perform a GOCI on each tainter gate and associated mechanical, electrical, and structural systems. The GOCI will be performed after acceptance of each tainter gate by the ACO. Each GOCI will take one work day per tainter gate. The Contractor shall notify the ACO three work days before reattachment of the tainter gate chains. The Contractor shall stop work on the day the Government performs the GOCI. The GOCI includes inspection and maintenance of facilities and equipment not necessarily covered by the Contractor's work (e.g. electric motors/systems, trunnion bearings, hoist equipment/platforms, gearboxes, brakes, backup generators).

The GOCI for each tainter gate shall be shown as a separate required activity on the Contractor's project schedule. Time taken to perform the GOCI shall not be considered for a contract time extension unless the GOCI exceeds one work day.

1.10 EXISTING PAINT TEST REPORT

The existing paint on the tainter gates has been tested for the presence of lead. See "Environmental Chemistry Analysis Report" at the end of this section for lead concentration levels of the existing paint systems.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 00 00 Page 3

Acct. No.:

Project: Hulah Dam

Location:

Project No.:

QuanTEM Set ID: 259228

Date Received: 01/29/16

Received By: Sherrie Leftwich

Date Sampled:

Time Sampled:

Date of Report: 2/3/2016

B603

Tainter Gates #1 and #2

N/A

Matrix Parameter Results Units MethodClient ID

QuanTEM

ID

Reporting

Limits

Date/Time

Analyzed

Environmental Chemistry Analysis Report

Client: U.S. Army Corp of Engineers-Safety

Office

1645 S. 101 E. Ave.

Tulsa, OK 74128-4629

Analyst: CC

AIHA ID: 101352

Lead 425 50 ppm 02/02/16 3:15 P EPA 7000B (1)PaintSP-1001

Lead 1,370 49 ppm 02/02/16 3:15 P EPA 7000B (1)PaintG-1002

Lead 173,000 48.8 ppm 02/02/16 3:15 P EPA 7000B (1)PaintST-1003

Lead 31,300 50 ppm 02/02/16 3:15 P EPA 7000B (1)PaintTG-1004

Lead 303 49.6 ppm 02/02/16 3:15 P EPA 7000B (1)PaintSP-2005

Lead 2,630 49.5 ppm 02/02/16 3:15 P EPA 7000B (1)PaintG-2006

Lead 67,800 49.9 ppm 02/02/16 3:15 P EPA 7000B (1)PaintST-2007

Lead 72,600 50 ppm 02/02/16 3:15 P EPA 7000B (1)PaintTG-2008

Authorized Signature:_______________________________________________

Carter Cox, Laboratory Technician

Note: Sample results have not been corrected for blank values.

This report applies only to the standards or procedures indicated and to the specific samples tested. It is not indicative of the qualities of apparently identical or similar products or procedures, nor does it represent an ongoing assurance program unless so noted. These reports are for the exclusive use of the client and are not to be reproduced without specific written permission. QuanTEM is not responsible for user-supplied data used in calculations.

Unless otherwise noted, upon receipt the condition of the sample was acceptable for analysis.

Wipe materials must meet ASTM E1792 criteria. Method detection limits and resultant reporting limits may not be valid for non-ASTM E1792 wipe material.

EPA Method 7000B (1) = EPA 600/R-93/200 Preparation Modified. EPA 7000B Analysis Modified

EPA Method 7082 (2) = EPA 600/R-93/200 Preparation Modified. EPA 7082 Analysis Modified

Supplemental Report

QAQC Results

QA ID: 13719 Date: 2/2/2016

Test: Lead

Notes:

Matrix: Paint Approved By: Carter Cox

Date Approved: 2/2/2016

Blank Data:

Duplicate Data:

Recovery Data:

Standards Data:

Lab Number: 259228

Type of Blank Blank Value

0FCB

0ICB

0Matrix Blank

Sample Number Result Duplicate % RPD

3.2343.076 5.0259229-001

Sample Number Result Spike Level Result +

Spike

Dup. Result +

Spike

% Spike RPD% Recovery % Dup.

Recovery

1.993 2.0360.000 1.900102.2 95.3 6.9LCS-P2

2.000 5.2203.076 107.2259229-001

Standard Low Limit Obtained High Limit

4.5 5.55.2CCV

4.5 5.55.1FCV

0.9 1.11.09ICV

Authorized Signature:_______________________________________________

Carter Cox, Laboratory Technician

SECTION 01 10 00

CRANE PLACEMENT PLAN

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 ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

MANUAL FOR BRIDGE EVALUATION (2011; R 2015) Manual for Bridge Evaluation

U.S. ARMY CORPS OF ENGINEERS (USACE)

A/E/C CAD Standard (2015) A/E/C CAD Standard - Release 6.0

1.2 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:

SD-01 Preconstruction Submittals

Professional Engineer Qualifications

Name of professional engineer, license number, and expiration date; resume showing 10 years of relevant experience

Crane Placement and Operation Plan; G

1.3 GOVERNMENT INFORMATION PROVIDED TO THE CONTRACTOR

The following information is provided to the Contractor for development of the Crane Placement Plan:

1. Hulah Lake, Caney River; Spillway Bridge Inspection Report April

2. Hulah Spillway Bridge As-Built drawings

3. Bridge Material Properties:

a. Concrete - f'c = 3 ksi

b. Grade 40 Concrete Reinforcing Steel

c. ASTM A36 Structural Steel

4. Example Crane Placement Plan. See Appendix B.

SECTION 01 10 00 Page 1

1.4 QUALIFICATIONS OF ENGINEER DEVELOPING THE PLACEMENT AND OPERATION PLAN

The Hulah Crane Placement Plan and bridge evaluation shall be performed by a licensed professional engineer registered in the State of Oklahoma with a minimum of 10 years experience in bridge design and/or bridge load rating.

The Contractor shall submit the following Professional Engineer Qualifications information to the ACO before starting any work:

a. Name of Professional Engineer

b. State of licensure, license number, and expiration date

c. Resume showing 10 years of relevant experience

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 HULAH BRIDGE EVALUATION AND CRANE PLACEMENT AND OPERATION PLAN

1. The Contractor shall utilize the services of a licensed professional engineer registered in the State of Oklahoma to analyze the Hulah Spillway Bridge for the Contractor's proposed crane placement and operation plan.

2. The bridge analysis shall consider the effects of the flat bed trailer transport on the bridge for the proposed crane placement and operation plan as well as dynamic loads imposed by the crane during execution of the crane placement and operation plan.

3. Bridge analysis shall consider crane loads driving across the bridge, loads that may be stored on the bridge at the same time the crane is being used (e.g. paint equipment, welding equipment, blast media pots), and crane loadings from the lift set up.

4. The bridge shall be analyzed using AASHTO publications LRFD BRIDGE DESIGN SPECIFICATIONS and MANUAL FOR BRIDGE EVALUATION, LATEST EDITIONS.

5. The Contractor shall submit to the ACO for approval the load analysis including all engineering calculations, schematics, and drawings, and the complete crane placement and operation plan. All submitted calculations, schematics, drawings, and the placement and operation plan shall be stamped by the licensed professional engineer.

Review period of the submitted plan and each re-submission shall be 30 days. All schematics and drawings submitted for approval shall be prepared using Computer Aided Drafting (CAD) methods in accordance with A/E/C CAD Standard Release 6.0.

6. The Contractor's Crane Placement and Operation Plan shall include at a minimum:

a. Written certification letter by the licensed professional engineer stating all assumptions, references, analysis approach and procedures, limitations, conclusions and approval of the proposed crane placement and operation plan. The conclusions and certification portion of the certification letter shall include the determined inventory rating factor and the operating rating factor for the Hulah Spillway Bridge.

SECTION 01 10 00 Page 2

b. Drawings showing precise locations of crane outriggers and floats relative to existing bridge structure, maximum lift radii, operating slew angles and boom lengths.

7. The Contractor's Crane Placement and Operation Plan shall be in the same format as the example included in Appendix B.

SECTION 01 10 00 Page 3

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

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

Payment for the items listed below shall constitute full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management and performing all associated Contractor quality control, environmental protection, safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1 REHABILITATE AND PAINT TAINTER GATES

MEASUREMENT

Work pertaining to rehabilitation and painting of tainter gates shall not be separately measured.

PAYMENT

Payment will be made at the contract job prices for the items "Rehabilitate and Paint Tainter Gates" which prices shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the work as specified in the contract documents.

1.2 TAINTER GATE SIDE SEAL ASSEMBLIES

MEASUREMENT

Measurement for providing, installing, and adjusting the tainter gate side seal assemblies shall be based on the number of sets of side seal assemblies properly completed. Each tainter gate has one set of side seal assemblies.

PAYMENT

Payment will be made at the contract unit price per set for the item "Tainter Gate Side Seal Assemblies" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to properly complete the work as specified in the contract documents.

PART 2 PRODUCTS

Not Used

SECTION 01 22 00 Page 1

PART 3 EXECUTION

Not Used

SECTION 01 22 00 Page 2

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

Project schedule shall be in accordance with the contract clause SCHEDULES FOR CONSTRUCTION CONTRACTS (APR 1984) in Section 00 72 00 - CONTRACT

CLAUSES.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 32 01 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager shall check (and approve as applicable) all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals.

Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of work includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work. All preconstruction submittals shall be submitted within 45 calendar days of contract award.

Certificates of insurance Surety bonds List of proposed Subcontractors List of proposed products Construction progress schedule Network Analysis Schedule (NAS) Submittal register

SECTION 01 33 00 Page 1

Schedule of prices Crane placement plan Health and safety plan Detailed work plan Contractor Quality Control(CQC) plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product, or system identical to the material, product, or system to be provided has been tested in accord with specified requirements. Testing shall have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after

SECTION 01 33 00 Page 2 installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system, or material attesting that product, system, or material meets specification requirements. Must be dated after award of project/contract and clearly name the project/contract.

Document required of Contractor, or of a manufacturer, supplier, installer, or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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 this section.

SD-01 Preconstruction Submittals

Submittal Register; G

SECTION 01 33 00 Page 3

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 For Information Only (FIO)

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the QCS software generated transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions in the QCS software. These forms are included in the QCS software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6 QUANTITY OF SUBMITTALS

Submit six copies of all submittals.

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.8 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.8.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met

SECTION 01 33 00 Page 4 and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.8.3 Warranting That Variations Are Compatible

When delivering a variation for approval, the Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of an additional 15 working days will be allowed for consideration by the Government of submittals with variations.

1.9 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 46 00 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification

SECTION 01 33 00 Page 5 section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.9.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.9.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.9.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

SECTION 01 33 00 Page 6

1.9.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.10 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. Five copies of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.11.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

SECTION 01 33 00 Page 7

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.13 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory.

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.14 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the

SECTION 01 33 00 Page 8 materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.15 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.16 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

SECTION 01 33 00 Page 9

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 10

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 5 PAGES

Hulah Repair Tainter Gates FY16

01 00 00 SD-01 Preconstruction Submittals

1.8 GDetailed Work Plan;

01 10 00 SD-01 Preconstruction Submittals 1.4Professional Engineer

Qualifications

3.1 GCrane Placement and Operation

Plan 01 33 00 SD-01 Preconstruction Submittals

1.9 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

1.7 GActivity Hazard Analysis (AHA)

1.6.1 GCrane Critical Lift Plan

1.5.1.2 GCrane Operators

SD-06 Test Reports 1.11Notifications and Reports

1.11.2 GAccident Reports

1.11.3Crane Reports

SD-07 Certificates 1.8Confined Space Entry Permit 1.8Hot work permit 1.13License Certificates

01 45 00 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control Plan

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site 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

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 5 PAGES

01 50 00 1.4 GTraffic Control Plan

1.4 GTraffic Control Plan

1.5 GFlood Emergency Preparation

Plan 01 57 20 SD-01 Preconstruction Submittals

1.7 GEnvironmental Protection Plan

01 78 00 SD-03 Product Data

GAs-Built Record of Equipment and Materials

GSpare Parts Data SD-11 Closeout Submittals

1.3.1 GRecord (As-Built) Drawings

1.3.2 GConstruction Contract

Specifications 05 05 23 SD-03 Product Data

1.4.1Ultrasonic Inspection SD-06 Test Reports

1.4.5Equipment Qualifications

3.4.1 GInspection Test Reports

05 59 13 SD-01 Preconstruction Submittals

1.2 GWork Plan

1.2.3 GWelding Procedure Specifications

(WPS)

1.2.1 GWeld Tracking Log Template

SD-02 Shop Drawings

1.4.4 GShop Drawings

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

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 5 PAGES

05 59 13 GWelding Repairs - Non-Fracture Critical Members

SD-03 Product Data 2.1.4Materials Disposition Record

GWelding Electrodes and Rods

2.1.2 GSeal Assembly Plates, Bars, and

Shapes

2.1.7.1 GSeal Assembly Bolts, Nuts, and

Washers

2.1.8 GTainter Gate J-Bulb Seals

2.1.9 GNeoprene Gaskets

SD-06 Test Reports

2.2 GCertified Test Reports

1.2.2 GWeld Tracking Log

Non-Destructive Testing (NDT) Reports

SD-07 Certificates GQualification of Welders, Welding

Operators, & Tackers

1.4.2 GInspector Qualifications

GQualification of Structural Steel Fabricator

09 97 02 SD-01 Preconstruction Submittals

1.2 GSafety, Health, and

Environmental Requirements

1.2.1 GSafety 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

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 5 PAGES

09 97 02 1.2.1.5 GConfined Spaces Plan

1.2.1.6 GRespiratory Protection Plan

1.2.2.1 GAirborne Sampling Plan

1.2.1 GVentilation Assessment Plan

1.2.2 GMedical Surveillance Plan

1.2.2.2 GWorker Protection Plan

1.2.3 GEnvironmental Protection Plan

1.2.3.1 GWaste Manifest

1.2.3.1 GWaste Disposal Plan

1.2.3.2 GContainment Plan

1.2.3.3 GVisible Emissions Monitoring

Plan

1.2.3.4 GTSP Monitoring Plan

1.2.3.5 GWater Quality Plan

SD-03 Product Data Part 2 GManufacturer's Product Data

Sheet SD-04 Samples

Part 2 GProduct Samples

2.1 GSpecial Paint Formulas

2.3.3 GSolvent and Thinners

SD-06 Test Reports

1.2.3.4 GTSP Test Report

3.4 GInspection Reports

1.2.2.2 GMedical Status Report

1.2.2.3 GChange in Medical Status Report

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

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

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

09 97 02 1.2.2.1 GAir Monitoring Test Plan

1.2.2.1 GAir Monitoring Test Report

SD-07 Certificates

1.5.1 GCertified EHS Professional

1.5.2 GCertified Lead Laboratory

1.5.3 GSSPC QP 1 Certificate

1.5.4 GSSPC QP 2 Certificate

1.5.4 GQualified Hazardous Paint

Removal Contractor

1.5.6 GCoating Thickness Gage

Qualification

1.5.5 GQualified Paint Applicator

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

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

02/12

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 SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2012) Fall Protection

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

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

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.3 (2012) Tower Cranes

ASME B30.5 (2011) Mobile and Locomotive Cranes

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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

10 CFR 20 Standards for Protection Against Radiation

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

SECTION 01 35 26 Page 1

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.1400 Cranes and Derricks in Construction

29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

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

1.2 DEFINITIONS

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

b. 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.

c. 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.

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

e. Weight Handling Equipment (WHE) Accident. A WHE accident occurs when any one or more of the eight elements in the operating 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;

or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents even though no material damage or injury occurs.