2._Section_C_-_Specifications_-_Solicitation_No._R15PS00790.pdf

Trinity Dam Intake – Mechanical Equipment Refurbishing Gate Shaft Refurbishing (Phase 1) Specifications No. 20-C0824

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 31 30 Contract Document Management System 01 32 20 Construction Program 01 33 00 Submittals 01 35 10 Material Safety Data Sheets 01 35 20 Safety and Health 01 35 22 First Aid 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 54 00 Accessing and Performing Work 01 54 05 Temporary Attachments in Gate Shaft and Bonnet Cover Chamber 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 57 20 Environmental Controls 01 60 00 Product Requirements 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 83 30 Removal and Disposal of Coatings Containing Hazardous Materials

DIVISION 03 - CONCRETE

03 01 33 Calcite Removal and Pressure Grouting Cracks 03 01 37 Electro-Osmotic Pulse System

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 16 12 Refurbishing Air Inlet Pipe and Floatwell Pipe

Table of Contents

00 01 10 - 2

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 09 96 Paint Analysis Report 51 09 97 Original Paint Specifications 51 35 16 Special Inspection Report - Floatwell Pipes and Air Inlet Pipes in Gate Shaft 51 35 17 Bureau of Reclamation Travel Report - November 21, 2005

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Trinity Dam approximately 8 miles north of Lewiston, California, in Trinity County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Remove calcite buildup from walls of Bonnet Cover Chamber, Gate Shaft, and both Slots for Fixed Wheel Gate; and perform a Proof-by-Demonstration that gate slots accommodate future removal of the Gate.

B. Survey walls and pressure grout the cracks identified on the cleaned wall and slot surfaces.

C. Refurbish joints of the 24-inch pipe and the 20-inch pipe; and furnish and install restraint supports.

D. Design, furnish, install and test an Electro-Osmotic Pulse System in Gate Shaft.

1.03 SPECFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.

1.04 DEFINITIONS

A. When the specifications use a word or term defined in the Federal Acquisition Regulations (FAR), the definition of the word or term shall be in accordance with FAR sections in effect at the time the solicitation was issued.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 52:

1. AO: Area Office.

2. CE: Construction Engineer.

Summary of Work

01 11 00 - 2

3. CO: Contracting Officer.

4. COR: Contracting Officer’s Representative.

5. OGR: Official Government Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Government land.

a. Show use location and extent of impact. Uses include but are not limited to the following:

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

2) Parking areas, temporary roads, and haul routes.

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

4) Areas for processing, storing, and disposing of waste materials from construction operations.

5) Temporary fences.

b. Describe methods to preserve, protect, and repair if damaged, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not interfere with the work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near the jobsite.

d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.

2. Submit revised drawings of changes in use of Government land made during design and erection stages or after use of Government land is in operation.

Use of Site 01 14 10 - 2

1.03 PROJECT CONDITIONS

A. Government land may be used for required construction facilities.

B. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of the COR.

C. Do not interfere with work of other contractors or the Government in vicinity, or with reservations made by the Government for use of such land.

D. Use of Government land will be permitted for Contractor’s equipment staging area, pipe lay down, parking, and construction trailer subject to approval of the COR.

E. Site is a Government secured area. Contractor is responsible for keeping gate(s) locked at all times except during passage through gates and maintaining the existing level of security.

1.04 WORK AREA ACCESS

A. Work area access is available via an approximately 1,600-foot long tunnel. The entrance to the tunnel is located at the power plant. A 16-foot diameter penstock is located within the 28-foot diameter tunnel. Access to the work area is via a grated walkway located to the side of the penstock. The walkway varies in width from 24-inch to 30-inch. At the end of the tunnel a series of ladders leads to a 30-inch x 30-inch door. Equipment and personnel can access the work area through this door. See informational drawings for details.

B. Contractor may utilize the gate shaft for access with the approval of the COR.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 RESTORATION

A. Restore Contractor use areas to pre-construction condition.

Contract Document Management System

01 31 30 - 1

SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in schedule for other items of work.

1.02 DEFINITIONS

A. CDMS: Contract Document Management System.

1. Contract Documents include, but are not limited to:

a. Specifications.

b. Contract Drawings.

c. Submittals.

d. RFCs : Request for Change (Contractor generated document).

e. RFIs: Request for Information (Contractor generated document).

f. RFPs: Request for Proposal (Reclamation generated document).

g. CMs: Contract Modifications.

h. Contractor Proposals.

i. Value Engineering Proposals.

j. Reclamation Inspection Reports.

k. Invoices and Progress Payments.

l. Contract Schedules.

m. Meeting Agendas and Meeting Minutes.

n. Letters and Memos.

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 – Submittals.

B. RSN 01 31 30-1, Approval Data:

1. System provider experience, number of systems operating, references.

2. Documentation of system capabilities.

3. Instructions for system use.

01 31 30 - 2

C. RSN 01 31 30-2, Final Data:

1. DVD of documents uploaded to CDMS.

1.04 QUALIFICATIONS

A. System Provider: At least 5 years successful performance in providing required services.

1.05 CDMS REQUIREMENTS

A. CDMS shall be capable of generating, storing, tracking, categorizing, and managing Contract Documents.

B. Access:

1. Web-based:

a. Contract Documents are stored and accessed by authorized individuals via an internet site.

b. Compatible with web browsers MS Internet Explorer, Apple Safari, and Mozilla Firefox.

2. Ability to upload Contract Documents and make available for user download in the following supported file formats, minimum:

a. Adobe Acrobat.

b. MS Word.

c. MS Excel.

d. MS Project.

e. Oracle Primavera P6 Project Manager.

f. Autodesk AutoCAD Civil 3D.

3. Allow Contract Documents to be prepared by the Contractor or by Bureau of Reclamation (Reclamation).

a. Preparing organization will control access of documents. See Document Security and Backup paragraph below.

4. The Contractor and Reclamation shall each have a project manager for CDMS.

a. Each project manager shall have capabilities to assign users within their organization and to assign user rights which control access to documents based on user class and document type.

b. Each organization shall be capable of defining its access hierarchy.

c. Inclusion of users will be the prerogative of the organizational project manager.

01 31 30 - 3

d. Reclamation project manager shall be able to create and modify project properties (i.e., Contractor, project location, description, bid amount, project directory, etc.).

5. Email notifications shall be automatically sent to selectable users when new documents are submitted and available for viewing, or alerts are generated.

Examples:

a. Updates to project information (e.g., entry of a new submittal);

b. Changes to project information (e.g., approval of a submittal);

c. Alerts (e.g., submittal under review for >15 days without action).

6. Ability to link files; examples:

a. RFP linked to a CM.

b. Submittal linked to a Specification Section or Drawing.

C. Reports:

1. CDMS shall generate reports that list and sort documents by status, examples include:

a. Submittals that have been approved.

b. Invoices paid to date.

c. RFIs under review.

2. CDMS shall generate alerts when documents requiring action approach or exceed allowable time.

3. CDMS shall have the ability to generate customizable summary reports, examples include:

a. Submittal Turn-around.

b. RFI Turn-around.

c. CM Processing Turn-around.

d. Total CM costs.

e. Total CM Request Exposure.

4. Reports shall be printable, exportable as searchable .pdf or printer friendly HTML, and exportable to Excel, XML, or CSV.

5. CDMS shall have ability to link from an item in a report directly to the item by clicking on it.

a. For example: in a submittal report, clicking on a submittal that is 15 days old takes you directly to information on that submittal.

6. CDMS shall be capable of producing a complete and logically organized set of all documents within the CDMS in both .pdf and .xml format.

01 31 30 - 4

D. Document Security and Backup:

1. SSL encryption for secured data exchange between browser and server (Secure access to documents and information).

2. CDMS shall provide document access security until authoring party chooses to share it with others.

a. CDMS shall show parties that have access to a document.

b. Extent of document sharing shall be determined by authoring party.

c. Once documents are shared, CDMS shall track documents so that changes cannot occur without a record of changes.

3. Backup/Archiving to FTP site of all documents to which an organization has access on a regular (minimum monthly) basis. Backups shall be in PDF format.

4. Documents shall be downloadable to ftp sites where Reclamation and other organizations can each access their own data confidentially.

E. General Tracking and Control:

1. Documents shall be grouped into categories (Submittals, RFC, RFI, RFP, CM, Payments, Daily Inspection Reports, Meeting Minutes).

2. CDMS shall track when documents were received or returned, as well as the status of the documents (e.g., Under Review; or Returned, Approved or Rejected, etc.).

3. CDMS shall track document changes including who entered or changed document and date change was made.

4. CDMS shall track when a reviewer has opened an item.

F. Submittal Tracking and Control:

1. Ability to create master list of submittals (“Schedule of Submittals”).

2. Provide standard submittal form for entering information. CDMS shall allow customizing of standard submittal form. Contractor shall be able to enter submittal summary information (Required submittal number, title, description, due date, and specification section shall be required fields) and then upload submittal data in electronic format.

3. CDMS shall track date received, date response due, date returned, and approval status.

a. Status designations may be modified to fit Reclamation standard designations - A/AAN/PAR/NA/ACK (Approved/Approved As Noted/Partially Approved - Resubmit/Not Approved/Acknowledged).

4. Provide Submittal Tracking form for Reclamation to enter review comments and action taken. CDMS shall allow customizing of submittal tracking form.

01 31 30 - 5

a. Allow for Reclamation to route submittal to third parties (e.g., consultant, internal design or operations and maintenance groups, etc.) by generating design-review transmittals with each submittal package item, to track the status of individual sub-items within the submittal package, and to route each sub-item to the appropriate reviewers.

5. Ability to generate automatic notification after specified days without response.

G. RFI Tracking and Control:

1. Provide standard RFI form to enter information.

2. Ability to create or attach documents to the RFI form or links to other documents within CDMS.

3. Ability for Reclamation to route RFI to appropriate reviewers and for reviewers to enter comments into standard response form.

H. Inspection Reports Tracking and Control:

1. Ability to attach Reclamation standard inspection and report forms into CDMS and ability to create customizable inspection forms in CDMS. Typical forms:

a. Daily Inspection Report (DIR).

b. Survey requests.

c. Plant inspection reports.

d. Testing reports.

2. Ability to link or attach photos to forms and link forms to other documents within

CDMS.

I. Contract Modifications:

1. Provide standard Contractor Proposal form with ability to attach documents and link to other documents within CDMS.

2. Provide ability to upload Reclamation’s standard CM form and RFP forms, or create an acceptable alternative, to enter information.

3. Ability to attach documents to these forms, and link to other documents within

CDMS.

4. Ability for Contractor to respond to RFP and CM form with Cost and Time impacts.

5. Ability to track date CM issued and date responded, with automatic notification after specified days without response.

J. Cost Tracking and Payment Request Management:

1. Ability to import payment bid items cost from a MS Excel spreadsheet.

01 31 30 - 6

2. Ability to edit percent complete and payment amount each month. Format to be spreadsheet, e.g., all items available for editing at once, rather than needing to edit one item at a time, save, open next item and edit that, etc.

K. Correspondence:

1. Ability to generate letters and memos.

a. Ability to attach documents to letters and memos, and to reference other documents within CDMS.

b. CDMS shall ability automatically assign sequential numbers to letters and memos.

2. Ability to generate responses to letters and memos.

a. System automatically generates memo suffixes, e.g., the 1st response to Memo 32 to be 32.1, 2nd response to be 32.2, etc.

3. Official correspondence from Reclamation to Contractor shall contain Reclamation’s official letterhead and corresponding logos.

4. Ability to generate meeting agendas and meeting minutes and to attach documents to the minutes.

a. CDMS shall automatically assign sequential meeting numbers.

L. Miscellaneous Tracking and Controls:

1. Ability to generate reports tracking RFCs, RFIs, RFPs, CMs, Submittals, Payments, Memos, DIR’s, survey requests, plant inspection reports and testing reports.

2. Ability to filter logs based on criteria, e.g.:

a. Submittals: Specification Section, Days Out, Status (A/AAN/R&R/

ACK/RWR).

b. RFI’s: Days out, Status (Open/Closed), Specification Section / Dwg No., Responsibility / Ball-In-Court.

3. Ability to sort Logs based on a criteria, e.g., for Submittal, Specification Section, Days Out, Status, or other criteria determined by the COR.

4. Ability to provide forms to match Reclamation’s CM Form and Progress Payment Form or other forms when needed.

5. Ability to track Cost Exposure with links to RFI and CM requests.

6. Ability to measure productivity benchmarks on a project such as computing average review days for RFIs and submittals, categorize CMs, and track total CM percentages by category.

7. Ability for keyword search of all documents in database.

8. Ability to allow online Payment Requests (electronic invoicing) by Contractor.

01 31 30 - 7

M. Budget and Funding Source Tracking:

1. Ability to enter funding sources and assign contract line items to multiple funding sources.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 IMPLEMENTATION

A. CDMS shall be in place and operating before the Contractor transmits Contract Documents to the Government, except RSN 01 31 30-1, Approval Data.

1. CDMS operation includes the COR, or other authorized Government representative, having program control to assign users and user rights to Government personnel to access appropriate areas of the system.

B. The Contractor shall input Schedule of Submittals before making submittals.

1. Schedule of Submittals shall include RSNs listed in Table 01 33 00A - List of Submittals.

2. Schedule of Submittals shall include scheduled submittal date.

C. The Contractor shall provide a report of submittal status monthly or as requested by the COR. The submittal status report shall be in a table format and include the following information:

1. Required Submittal Number (RSN).

2. Section Title.

3. Submittal Title.

4. Date Submitted.

5. Date of Response.

6. Approval Status (Approved-Complete, Approved as Noted - Resubmit, Received, Not Approved).

7. Days in Review.

8. Due Date.

D. CDMS shall be operational until final project closeout.

01 31 30 - 8

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Construction Program

01 32 20 - 1

SECTION 01 32 20

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Developing Baseline Schedule: Include in lump sum price offered in the schedule for mobilization and preparatory work.

2. Updating and Using Construction Program: Include as an element of Contractor’s overhead.

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.03 DEFINITIONS

A. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

B. Project Calendar(s): Cross reference of numerical work days with calendar days. The project calendar serves as the basis for the day/date conversion and assigns work days and non-workdays.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

1. Furnish database files in format compatible with Primavera P6 Professional Project Management.

2. Furnish schedule and analysis data on CD-ROM disc.

3. Upon request, provide information and data used to develop and maintain the Construction Program to the CO.

B. RSN 01 32 20-1, Baseline Schedule:

1. Include:

a. Construction Program/Schedule database.

01 32 20 - 2

b. Definition of project calendars.

c. Gantt chart (Bar chart) for project.

d. Activity report including all logic constraints consisting of predecessors, successors, and constraint dates.

C. RSN 01 32 20-2, Updated Schedule:

1. Include:

a. Construction Program database with updated activity and milestone data.

b. Definition of project calendars if revised from baseline calendars.

c. Gantt chart for project.

d. Narrative report specifically stating status of project.

1) If negative float exists, cite specific actions and conditions which caused the "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time.

2) List of Contractor-initiated changes to the current schedule stating the reason for the action taken and any unresolved issues relating to the Construction Program. Government reserves the right to reject Contractor-initiated changes to the current schedule which negatively impact any Government action which was initiated on the basis of the current schedule.

1.05 GOVERNMENT-FURNISHED LOGIC DIAGRAM

A. Government's basic assumptions used in designing and planning the work are depicted on the Government-developed summary logic diagram shown on the drawings.

B. Government-developed summary logic diagram is furnished for information purposes and is not binding as a procedure for accomplishing the work.

1. Government does not recommend or require that the work under this contract be performed in the manner and sequence shown on Government-developed summary logic diagram.

2. Government does not represent that the manner and sequence of performing the work shown on this diagram is the best or only way to proceed with the required work.

1.06 SCHEDULE

A. Develop, maintain, and use approved Construction Program to plan, monitor, report, and evaluate accomplishment of work.

01 32 20 - 3

B. Failure to include any element of the work will not release Contractor from completing all required work under the contract.

C. Construction Program:

1. Prepare detailed activity network for accomplishing required work organized by work breakdown structure.

2. Prepare schedule based on required sequence and interdependence of activities.

3. Include work of subcontractors, Government interfaces, and contract milestones.

4. Include contract title, contract number, and Contractor's name on each sheet.

5. Adjust Construction Program/schedule for seasonal weather conditions.

6. Define activities to a level of detail resulting in their durations being no greater than 20 workdays unless otherwise accepted by CO.

a. Durations for administrative activities (e.g., submittals and reviews, fabrication, manufacturing), or other specific activities identified in the contract will not be subject to the workday limitation.

7. Use durations in units of whole workdays.

8. Include activities for Government reviews and approvals of submittals that are critical to the project completion data.

D. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work.

2. Include planned start and completion dates for features of work.

E. Updated Schedule:

1. Enter actual progress.

2. Assign a unique project file name for each schedule update.

F. If in the opinion of the CO, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the CO.

1. The CO may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the CO deems necessary to demonstrate how the approved rate of progress will be regained.

2. Costs for actions required to improve progress will be the responsibility of the Contractor.

G. Contract Change or Delay:

01 32 20 - 4

1. Submit a time impact evaluation within 14 days of contract change or delay, showing affects of change order or delay on the progress schedule.

2. Time extensions for performance will be considered only to the extent that the Contractor’s current scheduled milestone dates exceed the contract milestone dates.

H. Float is not for the exclusive use by or benefit of either the Government or the Contractor.

1.07 FAILURE TO COMPLY

A. Failure to comply with the requirements of this section shall be grounds for a determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the specified time. The CO may terminate the Contractor’s right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

1.03 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement units: US Customary Units.

C. Drawings:

1. Minimum identification in title block:

a. Contract number and title.

b. Contractor’s or supplier’s title and drawing number.

c. Date.

2. Provide space next to title block for review stamps.

3. Size: 11 inches by 17 inches standard, 22 inches by 34 inches with the approval of the COR, 22 inches by 34 inches required for Final Drawings.

4. Draw to scale with neat lettering using drafting equipment or computer drafting equipment.

D. Final Drawings:

a. All the requirements of Article 1.03, Paragraph C plus:

01 33 00 - 2

1) AutoCAD format (.dwg) on DVD disc.

2) Compile using “eTransmit” utility in AutoCAD for a complete package including all support files.

3) Original D size (22 inches by 34 inches) plots.

4) Half size plots.

5) PDF’s.

6) Show as-built changes, including revision dates, made during installation.

E. Photographs:

1. Images:

a. Digital files in .jpeg format.

b. 8 mega pixel or greater.

c. Submit on SD cards.

d. Accurately captioned

2. Prints: 8- by 10-inch color print of each photograph.

F. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

G. Certifications:

1. Certifications by a registered professional: Signed and sealed by a California registered professional engineer.

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

H. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe .pdf on CD-ROM discs.

01 33 00 - 3

1) Bookmark longer files to assist in navigating file.

2. Contents:

a. Parts identification lists, lists of special tools, and accessories.

b. Schematics and wiring diagrams.

c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.

d. As-built drawings, photographs, and test records or reports if required by the specifications.

1.04 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

C. Submit number of sets specified in “No. of sets to be sent to:” columns in Table 01 33 00A - List of Submittals.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 28 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. More than one RSN may be submitted under a transmittal letter, provided the responsible code is the same.

01 33 00 - 4

1.05 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 28 days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

1. The CO may extend the contract completion date to allow additional time for completing work affected by excess review time.

a. The time extension will be to the extent that excess review time caused delay to the contract completion date.

b. The time extension will not exceed the time used in excess of the specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of two or more separate submittals or resubmittals will be counted only once in extending the contract completion date.

2. No time extension will be allowed if the Contractor fails to make complete action submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to the extent that:

a. Approval was required under the contract, and

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR 52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Return of Submittals:

1. With the exception of RSNs 01 32 20-1, 01 32 20-2, 01 35 20-1, 01 35 30-1, and 01 35 20-2 one set of submittals will be returned either approved, approved subject to identified changes, or not approved.

2. RSNs 01 32 20-1, 01 32 20-2, 01 35 20-1, 01 35 30-1, and 01 35 20-2 will be returned either accepted, accepted subject to identified changes, or not accepted.

a. Revise and resubmit submittals not approved or accepted.

b. Do not change designs without approval of the CO after drawings, documentation, and technical data have been approved.

01 33 00 - 5

1.06 HARD COPY TRANSMITTALS

A. Addresses for codes listed in Table 01 33 00A - List of Submittals:

1. AO: Northern California Area Office, Bureau of Reclamation, 16349 Shasta Dam Boulevard, Shasta, CA 96019-8400.

2. CE: Construction Engineer, Bureau of Reclamation, P.O. Box 988, Willows, CA 95988-8988, 1140 West Wood Street, Willows, CA 95988-2615.

3. COR: Contracting Officer’s Representative, to be identified post award, Bureau of Reclamation, P.O. Box 988, Willows, CA 95988-8988, 1140 West Wood Street, Willows, CA 95988-2615.

4. OGR: Official Government Representative, to be identified post award, Bureau of Reclamation, P.O. Box 988, Willows, CA 95988-8988, 1140 West Wood Street, Willows, CA 95988-2615.

5. TSC: Technical Service Center, Bureau of Reclamation, Attn: 86-68170, P.O.

Box 25007, Denver, CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

B. Send one hard copy of all submittal materials and transmittal forms to the CE, COR, OGR, TSC, and AO.

C. Send one digital copy of all submittal materials and transmittal forms to the CE.

D. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A – List of Submittals.

1. Responsible codes starting with “86-6” are located in the Technical Service Center. Send these submittals to the TSC address shown above.

E. Send copy of transmittal letter with appropriate number of sets to offices that are not the responsible code, but show “No. of sets to be sent to” in Table 01 33 00A – List of Submittals.

F. When “No. of sets to be sent to” is 0, send a copy of transmittal letter to that office.

G. Submittals required by the specifications, but not listed in Table 01 33 00A - List of Submittals:

1. Submit in accordance with this section.

2. Submit to CE, unless otherwise specified.

PART 2 PRODUCTS

01 33 00 - 6

PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00.A – List of Submittals

* CE indicates Construction Engineer, OGR indicates Official Government Representative, TSC indicates Technical Service Center, and AO indicates Area Office.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of hard copy sets to be sent to: *

CE OGR TSC AO

01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan

At least 28days before use of Government land

CE 1 1 1 1

01 31 30-1 Contract Document Management System

Approval Data Within 21 days after receipt of Notice to Proceed

CE 1 1 1 1

01 31 30-2 Contract Document Management System

Final Data Within 7 days after completion of work

CE 1 1 1 1

01 32 20-1 Construction Program

Baseline Schedule

Within 21 days after receipt of Notice to Proceed

CE 1 1 1 1

01 32 20-2 Construction Program

Updated Schedule

With monthly requests for progress payments.

CE 1 1 1 1

01 35 10-1 Material Safety Data Sheets

Complete LHM and MSDS

At least 14 days before jobsite delivery of hazardous material

CE 1 1 1 1

01 35 10-2 Material Safety Data Sheets

Updated LHM and MSDS

At least 14 days before jobsite delivery of hazardous material not previously listed

CE 1 1 1 1

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before commencing onsite work. See Section 3 of RSHS

CE 1 1 1 1

01 35 22-1 First Aid First Aid Facilities Plan

At least 28 days before starting onsite work

CE 1 1 1 1

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resume Prior to employment CE 1 1 1 1

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

At least once each week

CE 1 1 1 1

01 33 00 - 8

* CE indicates Construction Engineer, OGR indicates Official Government Representative, TSC indicates or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of hard copy sets to be sent to: *

CE OGR TSC AO

01 54 00-1 Accessing and Performing Work

Qualifications At least 28 days before start of related onsite construction work

CE 1 1 1 1

01 54 00-2 Accessing and Performing Work

Access Concept At least 35 days before start of related onsite construction work

CE 1 1 1 1

01 54 00-3 Accessing and Performing Work

Final Design At least 28 days before start of related onsite construction work

CE 1 1 1 1

01 54 00-4 Accessing and Performing Work

Testing Plan At least 28 days before start of testing

CE 1 1 1 1

01 54 00-5 Accessing and Performing Work

Emergency Response Plans

At least 28 days before start of testing

CE 1 1 1 1

01 54 00-6 Accessing and Performing Work

Training At least 28 days before start of training

CE 1 1 1 1

01 54 00-7 Accessing and Performing Work

Usage Plan At least 28 days before start of related onsite construction work

CE 1 1 1 1

01 54 00-8 Accessing and Performing Work

Usage Reports Submit documentation on request

CE 1 1 1 1

01 54 05-1 Temporary Attachments In Gate Shaft And Bonnet Cover Chamber

Approval Plans At least 49 days before start of related onsite construction work

01 33 00 - 9

* CE indicates Construction Engineer, OGR indicates Official Government Representative, TSC indicates or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of hard copy sets to be sent to: *

CE OGR TSC AO

01 54 05-2 Temporary Attachments In Gate Shaft And Bonnet Cover Chamber

Certifications At least 49 days before start of related onsite construction work

CE 1 1 1 1

01 55 00-1 Vehicular Access and Parking

Preconstruction Video

At least 21 days before beginning onsite work

01 56 10-1

Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before start of onsite construction work

CE 1 1 1 1

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

CE 1 1 1 1

01 74 00-2 Cleaning and Waste Management

Hazardous Wastes Manifest

Within 7 days of hazardous waste disposal

CE 1 1 1 1

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 35 days before beginning environmental assessment

CE 1 1 1 1

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

CE 1 1 1 1

01 78 30-1 Project Record Documents

Final As-built Drawings

Within 14 days of completion of work

CE 1 1 1 1

02 83 30-1 Removal and Disposal of Coatings Containing Hazardous Materials

Resumes, Certificates, and Qualifications

At least 40 days before start of onsite construction work

01 33 00 - 10

* CE indicates Construction Engineer, OGR indicates Official Government Representative, TSC indicates or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of hard copy sets to be sent to: *

CE OGR TSC AO

02 83 30-2 Removal and Disposal of Coatings Containing Hazardous Materials

Written Compliance Program for Worker Protection from Coatings Containing Hazardous Materials

At least 40 days before start of onsite construction work

86-68180 1 1 1 1

02 83 30-3 Removal and Disposal of Coatings Containing Hazardous Materials

Containment and Ventilation Plans

At least 28 days before start of onsite construction work

86-68180 1 1 1 1

02 83 30-4 Removal and Disposal of Coatings Containing Hazardous Materials

Emissions and Exposure Monitoring Plan for Coating Removal Debris and Dust

At least 28 days before start of onsite construction work

86-68180 1 1 1 1

02 83 30-5 Removal and Disposal of Coatings Containing Hazardous Materials

Exposure Certifications and Test Results

At least 2 days before start of coating removal work

86-68180 1 1 1 1

02 83 30-6 Removal and Disposal of Coatings Containing Hazardous Materials

Preconstruction Test Results

Within 2 days after completion of testing

86-68180 1 1 1 1

02 83 30-7 Removal and Disposal of Coatings Containing Hazardous Materials

Test Results During Work Activities

Within 2 days after completion of testing

01 33 00 - 11

* CE indicates Construction Engineer, OGR indicates Official Government Representative, TSC indicates or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of hard copy sets to be sent to: *

CE OGR TSC AO

02 83 30-8 Removal and Disposal of Coatings Containing Hazardous Materials

Post-Construction Test Results

Within 14 days after completion of testing

CE 1 1 1 1

02 83 30-9 Removal and Disposal of Coatings Containing Hazardous Materials

Waste Characterization, Handling, and Disposal Plan

At least 28 days before start of onsite construction work

CE 1 1 1 1

02 83 30-10 Removal and Disposal of Coatings Containing Hazardous Materials

Certificate of Disposal

Within 14 days after disposal

CE 1 1 1 1

03 01 33-1 Calcite Removal and Pressure Grouting Cracks

Chemical Grout At least 28 days before start of related construction work

86-68180 2 1 3 2

03 01 33-2 Calcite Removal and Pressure Grouting Cracks

Grout Plan At least 28 days before start of related construction work

86-68180 2 1 3 2

03 01 33-3 Calcite Removal and Pressure Grouting Cracks

Calcite Removal Plan

At least 28 days before start of related construction work

86-68180 2 1 3 2

03 01 33-4 Calcite Removal and Pressure Grouting Cracks

References and Qualifications

At least 28 days before start of related construction work

86-68180 2 1 3 2

03 01 33-5 Calcite Removal and Pressure Grouting Cracks

Gate Shaft Crack Survey and Grouting Report

At least 14 days before submittal 03- 01-33-1

86-68180 2 1 3 2

01 33 00 - 12

* CE indicates Construction Engineer, OGR indicates Official Government Representative, TSC indicates or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of hard copy sets to be sent to: *

CE OGR TSC AO

03 01 37-1 Electro- Osmotic Pulse System

Qualifications At least 49 days prior to system installation

86-68180 2 1 3 2

03 01 37-2 Electro- Osmotic Pulse System

Design and Plans At least 49 days prior to system installation

86-68180 2 1 3 2

03 01 37-3 Electro- Osmotic Pulse System

Operations and Maintenance Manual

At least 35 days prior to system installation

86-68180 2 1 3 2

03 01 37-4 Electro- Osmotic Pulse System

Initial Field Report

No later than 14 days after completion of the crack survey

86-68180 2 1 3 2

03 01 37-5 Electro- Osmotic Pulse System

Data Reports No later than 14 days after the end of the data collection period

86-68180 2 1 3 2

03 01 37-6 Electro- Osmotic Pulse System

Final Field Test Report

No later than 14 days after system installation

86-68180 2 1 3 2

03 01 37-7 Electro- Osmotic Pulse System

Monthly Operation Data Reports

First report no later than 5 weeks after system activation and no more than 10 days after each subsequent month of collected data

86-68180 2 1 3 2

03 01 37-8 Electro- Osmotic Pulse System

Final System Report

No more than 14 days after system acceptance

86-68180 2 1 3 2

09 96 20-1 Coatings Approval Data At least 28 days before start of related construction work

86-68180 2 1 3 2

09 96 20-2 Coatings Certifications At least 14 days before delivery of material to jobsite

86-68180 2 1 3 2

09 96 20-3 Coatings Documentation At least 14 days before delivery of material to jobsite

86-68180 2 1 3 2

09 96 20-4 Coatings Contractor Quality Testing Data

Within 7 days after completion of work

86-68180 2 1 3 2

01 33 00 - 13

* CE indicates Construction Engineer, OGR indicates Official Government Representative, TSC indicates or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of hard copy sets to be sent to: *

CE OGR TSC AO

35 16 12-1 Refurbishing Air Inlet and Floatwell Pipe

Restraint Support Drawings

At least 28 days before start of related fabrication work

86-68420 3 1 1 2

35 16 12-2 Refurbishing Air Inlet and Floatwell Pipe

Welder Qualifications

At least 28 days before start of related construction work

86-68420 1 1 1 1

35 16 12-3 Refurbishing Air Inlet and Floatwell Pipe

Pipe Wall Thickness Survey

Within 14 days of completion of Ultrasonic Testing

86-68420 1 1 1 1

35 16 12-4 Refurbishing Air Inlet and Floatwell Pipe

As-built Drawings

Within 14 days of completion of work

86-68420 1 1 1 1

01 33 00 - 14

Material Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

MATERIAL SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. MSDS: Material Safety Data Sheet.

1.03 APPLICATION

A. For the purposes of this contract, the definition of “materials delivered under this contract” in the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1, includes materials delivered to the Government and all materials expected to be used during contract performance at the jobsite.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 35 10-1, Complete LHM and MSDS.

C. RSN 01 35 10-2, Updated LHM and MSDS:

1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1.

1.05 DELIVERY

A. Do not deliver hazardous materials to jobsite which are not included on the original or previously updated LHM and MSDS before receipt of updated LHM and MSDS by COR.

Material Safety Data Sheets

01 35 10 - 2

PART 3 EXECUTION

Safety and Health

01 35 20 - 1

SECTION 01 35 20

SAFETY AND HEALTH

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-2009 Reclamation Safety and Health Standards

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 35 20-1, Safety Program:

1. In the form and time intervals prescribed in Section 3 of RSHS.

2. Cover all aspects of on site and applicable off site operations and activities associated with this contract.

3. Follow the outline in Appendix B of RSHS (included at end of this section).

4. Will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per Appendix B, a narrative for each applicable item in the outline.

5. Provide a list of Job Hazard Analyses (JHA) that will be submitted throughout the project.

6. A generic Company Safety Plan is not acceptable. The Safety Program shall be site specific for this contract.

1.04 SAFETY AND HEALTH

A. Do not require anyone employed in performance of the contract (including subcontracts) to work under conditions which are unsanitary, hazardous, or dangerous to the employee’s health or safety.

B. Under no circumstances will onsite work, including mobilization, be permitted until the Safety Program has been considered acceptable by the COR.

01 35 20 - 2

C. Fully participate in a Contractor Safety Program Review meeting, according to RSHS Section 3.4.1, prior to mobilization. If applicable, include subcontractor management representatives.

D. The minimum work crew on the construction site shall consist of no less than two people and shall be in accordance with other contractual obligations.

1. At least one on site Contractor employee shall have current certifications for first aid and CPR.

E. Develop Job Hazard Analyses for each distinct phase of work under the contract.

1. Work shall not begin on the phase of work until a JHA is acceptable to OGR and shared with all construction employees.

2. Activities involving hazardous materials shall have the appropriate Material Safety Data Sheet(s) attached to the JHA.

F. In addition to requirements in the clause at FAR 52.236-13 “Accident Prevention”, fully comply with RSHS.

1. One electronic copy of RSHS will be provided at no charge for use in connection with the specifications in accordance with the notice titled “Notice of Safety and Health Requirements and of Safety Handbook Availability - Reclamation”.

a. RSHS is available at: http://www.usbr.gov/ssle/safety/RSHS/rshs.html.

2. Construction Safety and Health Standards promulgated by the Secretary of Labor may be obtained from any regional or area office of the Occupational Safety and Health Administration of the U.S. Department of Labor.

3. Comply with CalOSHA requirements.

G. Be cognizant of and ensure compliance with requirements set forth in paragraphs above.

1. Contractor’s responsibility applies to all operations, including those of the Contractor’s Subcontractors.

2. When violations of safety and health requirements contained in these specifications or referenced standards are called to the Contractor’s attention by the CO, COR, or the OGR, immediately correct the condition to which attention has been directed.

3. Either oral or written notice shall be deemed sufficient.

H. When the Contractor fails or refuses to promptly correct a compliance directive, the CO may issue an order to stop work.

1. When satisfactory corrective action is taken, an order to resume work will be issued.

2. The Contractor shall not be entitled to extension of time, nor to claim for damage or to additional compensation by reason of either the directive or the stop order.

01 35 20 - 3

3. Failure of the CO to order discontinuance of Contractor’s operations shall not relieve the Contractor of the responsibility for the safety of personnel and property.

I. The effectiveness of the Contractor’s Safety Program will be subject to continued review and approval by the OGR.

J. Maintain an accurate record of, and report to the OGR and COR in the manner prescribed by the CO, all cases of death, occupational diseases, or traumatic injury to employees or the public involved, and property damage in excess of $2,500 occurring during the performance of work under this contract.

K. The rights and remedies of the Government provided in this section are in addition to other rights and remedies provided by law or under this contract.

1. In the event there is a conflict between requirements contained in RSHS, specification paragraphs, Contractor’s approved Safety Program, referenced safety and health codes, and standards, or the U.S. Department of Labor Construction Safety and Health Standards, promulgated under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.), as amended, the more stringent requirement shall prevail.

PART 2 PRODUCTS

Not Used

01 35 20 - 4

APPENDIX B

CONTRACTOR SAFETY PROGRAM

Unless waived by Contracting Officer’s Representative (OGR), prime and supplementary Safety Program submittals must, as a minimum, address all appropriate contractual requirements shown under the program outline. Program items will be so detailed that reviewers can ascertain adequacy. The original program submittal can cover all work phases or only address the initial work phases with timely supplementary submittals as a major work phases occur. Contractors desiring to follow this latter course of action will, in the initial submission, clearly define the original work covered and the work phases to be covered by supplements.

In no case will any phases of work commence until a program for that portion of the work has been accepted by the OGR. Original and supplemental submissions covering hazardous operations and/or activities will include a standing operating procedure (SOP) and hazard analysis. The SOP will break down the operation or activity into specific basic steps. The hazard analysis will define the hazards associated with each basic step and proposed method(s) for eliminating or neutralizing the hazard. Such methods will outline, as a minimum, employee training requirements, personal protective equipment requirements, procedural changes, methods for evaluating program effectiveness, etc.

All activities involving use of hazardous and/or toxic materials, work in confined spaces, work at heights over 6 feet, or underwater work require an SOP and hazard analysis. Material Safety Data Sheets will be attached to all SOPs governing work that involves use of hazardous or toxic materials.

Program Outline

I. General Requirements

A. Statement of Policy B. Statement of Safety and Health Responsibilities C. Statement of Compliance with Regulations, Standards, and Codes D. Statement of Subcontractor Compliance E. Safety Inspection Procedures F. Accident Investigation and Reporting Procedures G. Applicable Emergency Plans H. Confined Space Procedures I. Lockout/Tagout Procedures J. Fire Protection Plans

1. Type and location of suppression equipment or systems

2. Offsite assistance agreement

3. Temporary heating devices

II. Medical

A. Facilities B. Training

01 35 20 - 5

C. Certifications D. Physician E.