Solicitation_140R2018R0001_Derby_Diversion_Dam_Replacement_of_Gates_&_Metalw.pdf

M-1

Solicitation No. 140R2018R0001

Derby Diversion Dam Replacement of Gates & Metalwork

Washoe Project – Nevada

M-2

TABLE OF CONTENTS

SECTION A - Solicitation, Offer and Award Form (SF 1442)

SECTION B - Pricing Schedule

SECTION C - Specifications/Appendices

SECTION D - Packaging and Marking

SECTION E - Inspection and Acceptance

SECTION F - Deliveries or Performance

SECTION G - Contract Administration Data

SECTION H - Special Contract Requirements

SECTION I - Contract Clauses

SECTION J - List of Documents, Exhibits, and Other Attachments

SECTION K - Representations, Certifications and Other Statements of Offerors

SECTION L - Instructions, Conditions and Notices to Offerors

SECTION M - Evaluation Factors for Award

140R2018R0007 – Derby Diversion Dam Replacement of Gates & Metalwork Spec. No.

20-C0870

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

DERBY DAM REPLACEMENT OF GATES & METALWORK

WASHOE PROJECT

B.1 PRICE SCHEDULES

(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(d) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1 WBR

1452.232

-81

Mobilization and Preparatory Work

For the lump sum of $

2 35 22 24 Inspection, Testing, and Repair

For the lump sum of $

3 35 22 24 Removing Existing Equipment

For the lump sum of $

4 35 22 24 Fabricating Gate Leaves, Operator Stems, Couplings, and Lifting Bracket

For the lump sum of $

5 35 22 24 Furnishing Oilers, Split Stem Guide Bushings, Anti-Rotational Blocks, Upper and Lower Telescoping Bellows, and Drive Nuts

For the lump sum of $

6 35 22 24 Re-assembling and Testing Gates

For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________________________

140R2018R0007 – Derby Diversion Dam Replacement of Gates & Metalwork Spec. No.

20-C0870

Price Schedule

B - 2

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

This page intentionally left blank.

Derby Diversion Dam - Replacement of Gates and Metalwork Washoe Project - Nevada Specifications No.20-C0870

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 14 30 Interruption of Service 01 32 10 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 22 First Aid and Communication 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 60 00 Product Requirements 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 THROUGH 08 - NOT USED

DIVISON 09 – FINISHES

09 96 20 Coatings

DIVISION 10 THROUGH 34 - NOT USED

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 22 24 Slide Gates, Operator Stems, and Peripheral Equipment

DIVISION 36 THROUGH 51 – NOT USED

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Table of Contents

00 01 10 - 2

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 Derby Diversion Dam located on the Truckee River approximately 20 miles east of Reno, Nevada.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Remove one operator stem from actuator pedestal and unthread from nut.

B. Inspect, document, and submit condition of existing bulkhead plates, gate guides, and rubber seats.

C. Factory test operator stem and drive nut to verify technical characteristics.

D. Furnish two electronically controlled oilers, two split stem guide bushings, two anti-rotational blocks, two sewn round bellows to cover the operator stem below the operator deck, and two sets of sewn round bellows and riser to cover the operator stem above the operator deck.

E. Replace two sets of actuator drive nuts in existing actuators.

F. Design a modification of existing 8-foot by 10-foot bulkhead to make equal to existing 8-foot by12-foot bulkhead, a lifting bracket to install gate leaves, an attachment method of oiler, and an attachment method of sewn round bellows for both above and below the operator deck.

G. Modify existing 8-foot by10-foot bulkhead to make equal to existing 8-foot by12-foot bulkhead.

H. Machine and repair two sets of existing gate guides.

I. Fabricate two sets of slide gate leaves and stem guide brackets, two gate stems and couplings, and a lifting bracket to install gate leaves.

J. Coat two sets of existing gate guides, and two sets of slide gate leaves and stem guide brackets.

K. Install two sets of slide gate leaves, stems, and peripheral equipment.

L. Remove existing bulkheads in gate bays 10 and 11.

Summary of Work

01 11 00 - 2

M. Test new gates.

1.03 SPECIFICATIONS 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. CE: Construction Engineer.

2. RE: Regional Engineer.

3. CO: Contracting Officer.

4. COR: Contracting Officer’s Representative.

5. OGR: Onsite 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 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. USBR Cleaning Manual Inspection and Cleaning Manual for Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2012 Edition Available online at:

http://www.usbr.gov/mussels/prevention

1.03 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) First-aid and medical facilities.

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

6) 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

01 14 10 - 2 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.

1.04 PROJECT CONDITIONS

A. Government land as shown on drawings may be used for required construction facilities.

B. Additional onsite lay down areas may be used if approved by the OGR.

C. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

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

E. 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.

F. Housing for construction personnel will not be permitted on Government land, except housing for guards or watchmen as may be approved by the OGR.

G. All project activities will occur outside the period of Lahontan Cut Throat (LCT) and cui-ui peak spawning (February through early May).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction Equipment:

1. Before bringing on site, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

01 14 10 - 3

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in USBR Cleaning Manual.

3. The OGR will inspect construction equipment following procedures described in USBR Cleaning Manual before allowing the equipment onsite.

3.02 RESTORATION

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

B. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

01 14 10 - 4

Interruption of Service

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedule for items of work for which interruption of services are required.

1.02 SUBMITTALS

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

B. RSN 01 14 30-1, Interruption of Service Request:

1. Area where work will be done (by number or other description).

2. Outline procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. Provide a sketch detailing step by step procedures.

8. Information indicating that required materials are on site or data indicating shipping dates of materials not on site.

1.03 PROJECT CONDITIONS

A. Coordinate and schedule interruption of services with OGR.

1. Water delivery during work on the gates will be through the right (looking downstream) river gates or the hinged gate in the center. No interruption of water flow will be permitted.

2. Installation of barriers to direct water away from the work area shall be the Contractor’s responsibility and at the Contractor’s expense.

Interruption of Service

01 14 30 - 2

3. Coordinate work with Government operations.

4. No specific change of service request will be considered unless:

a. COR has reasonable assurance that materials and equipment required for work will be onsite.

b. Contractor shall be prepared to perform work on date and during period of time requested for specific interruption of service.

5. Allowable time and available change of service periods will govern interruption of service requests, work scheduling, onsite delivery of materials, and required drawings and data submittals.

B. When work cannot be performed during an approved interruption of service period, notify COR that change of service is not required.

C. Show change of services greater than 4 hours in the construction schedule.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

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: 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, rest days, and holidays.

C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Primavera Project Planner, Version 3.1 or higher, Microsoft Project, or Microsoft Excel.

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

B. RSN 01 32 10-1, Representative Information:

1. Designation of authorized representative to coordinate with CO to develop and maintain Construction Program.

01 32 10 - 2

C. RSN 01 32 10-2, Baseline Schedule:

1. Include:

a. Construction Program database with activity and milestone data.

b. Definition of workday calendars.

c. Bar chart for project or bar charts for each subnetwork.

d. Activity report including all logic constraints.

e. RSN submittal register.

f. Table listing equipment, manpower, and material limitations used to produce baseline schedule. This listing may be independent of the schedule database.

D. RSN 01 32 10-3, Updated Schedule:

1. Include:

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

b. Definition of workday calendars.

c. Bar chart for project or bar charts for each subnetwork.

d. Narrative report specifically stating status of project in terms of total float.

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.

e. Updated RSN submittal register.

E. RSN 01 32 10-4, Time Impact Analysis:

1. Include:

a. Construction Program database with proposed revised activity and milestone data.

b. Proposed revised schedule due to the change or delay with added, changed, or deleted activities highlighted.

c. Table comparing results of two mathematical analyses.

01 32 10 - 3

1.05 QUALIFICATIONS

A. Representative: Full-time, on site employee experienced in developing and maintaining construction schedules.

1.06 SCHEDULES AND TIME IMPACT ANALYSIS

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

B. Prepare Construction Program using CPM, under concepts and methods outlined in AGC Manual.

1. Use the Precedence Diagramming Method (PDM) in preparing the CPM networked schedule.

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

3. Activities except “Award” shall have predecessor activities and activities except “Contract Complete” shall have successor activities.

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work; and funding constraints in accordance with the clause at WBR 1452.232-80, Limitation of Funds.

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

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

7. Adjust Construction Program/Schedule for seasonal weather conditions.

8. 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 20-workday limitation.

b. Include activities for Government reviews and approvals in accordance with Section 01 33 00 – Submittals.

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

D. Performance will be evaluated by the Government using CPM schedules.

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

01 32 10 - 4

F. Include contract title, contract number, and Contractor’s name on each sheet.

G. Include table of abbreviations used in the schedule, listed and defined alphabetically.

H. Use a computer software program to perform a mathematical analysis of the scheduling data.

1. Use only finish to start logic relationships between activities. Do not use negative lead or lag times.

2. Use durations in units of whole workdays.

3. Provide best estimate of time required to complete the activity considering the quantity of work and planned resources for the activity.

4. Equate durations of Government reviews and other identified actions to the maximum number of calendar days specified in their respective paragraphs.

5. Establish workday calendar(s) and use these in the mathematical analysis to translate the activity's workday duration into calendar dates. Use calendar names unique for this project, do not use software default calendar names.

I. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work. Do not include actual start dates, percent completes, or actual finish dates.

2. Include interim milestone dates, Government interface dates, contract completion date, and other time constraints specified in the contract documents.

3. For each activity, display identification number, description, duration, early start date, early finish date, total float, and calendar identification.

J. Updated Schedule:

1. Meet monthly with COR at Government’s project office to review progress made to the end date of the progress payment period.

a. Establish dates that activities were started and completed and remaining duration for each activity started but not completed during the period.

b. Discuss and mutually agree upon changes in logic and schedule.

c. Update schedule and Construction Program database with mutually agreed upon changes.

2. Perform mathematical analysis on the updated database to determine current project status.

3. Following receipt of an executed contract modification, incorporate the activity data and logic relationships stipulated in the modification into the current schedule for inclusion in the next scheduled progress update.

01 32 10 - 5

K. Time Impact Analysis:

1. Provide a time impact analysis for any contract change, e.g., a change order, proposed modification, or value engineering change proposal. Provide a time impact evaluation to support a claim or request for an equitable adjustment to the contract which involves a delay or accelerated schedule.

2. The CO may use time impact analysis to determine if a time extension or reduction to the contract milestone dates is justified.

3. A time impact analysis is applicable whether the Contractor’s current schedule milestone dates are the same as, earlier, or later than those required under the contract.

4. Changes, additions, or deletions to activities; activity durations; or activity time frames will not automatically mean that an extension or reduction of contract time is warranted or due the Contractor.

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

6. For activities directly affected by the change or delay, include the current and proposed items:

a. Activity description.

b. Types and quantities of major pieces of equipment, principal manpower, and pacing materials (materials that affect activity start, duration, or finish).

c. Activity duration.

d. Earnings.

e. A narrative containing the rationale used in developing the proposed logic relationships and activity data.

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

8. Prepare a single time impact analysis for modifications issued after Notice to Proceed (NTP) and prior to approval of the baseline schedule. Submit the time impact evaluation with the first progress update.

9. Perform time impact analyses using data in the most recent approved schedule prior to change or delay event.

a. Prepare proposed revised schedule and narrative description describing and highlighting where changes or delays will be included.

b. Prepare table comparing the results of two mathematical analyses: One using current schedule data from the last approved schedule prior to event

01 32 10 - 6 requiring evaluation, and one using proposed schedule data incorporating the changes or delays.

1) Show contract milestones and activities whose periods of performance have shifted as a result of any change which affects production and/or manufacture schedules, material orders, construction seasons, and labor and/or equipment utilization.

2) Base mathematical analyses on status of work and available float at the time the CO directs or proposes a change to the work, the Contractor submits a value engineering proposal, or when a delay occurs.

1.07 REVIEW AND EVALUATION

A. Baseline Schedule:

1. Within 20 calendar days after receipt of baseline schedule:

a. CO will accept or reject the proposed baseline schedule.

b. Upon request from the CO, meet with COR for a joint review of the proposed baseline schedule.

c. If schedule is rejected, revise and resubmit within 7 calendar days following the date of the rejection letter.

2. Do not proceed with onsite work, except mobilization and surveying, until baseline schedule has been approved by the Government.

B. Updated Schedules:

1. The Government will require 14 calendar days after receipt of each monthly update to review and approve or reject the updated schedule.

2. If the updated schedule is rejected, revise and resubmit updated schedule within 7 calendar days following the date of the rejection letter.

1.08 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.

B. 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

01 32 10 - 7

PART 3 EXECUTION

01 32 10 - 8

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1 Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS United States National CAD Standards, Version 5

DEFINITIONS

C. Days: Calendar days.

D. 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. Reserve 3- by 3-inch space next to title block for review stamps.

01 33 00 - 2

3. Print Size: D size (22 inches by 34 inches).

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Lettering shall be neat when drawing preparation with drafting equipment is allowed.

5. Government Format drawings:

a. Prepare drawings designated as “Government Format” in the specifications as follows:

1) Title block and sheet format:

a) As shown on standard drawing 40-D-7102.

b) Government will provide specific title block information to be used.

2) Drawing format:

a) AutoCAD, Version 2015.

b) Electronic files: On CD or DVD discs.

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

d) In accordance with NIBS NCS.

3) Size: D-size (22 inches by 34 inches) as defined by ASME Y14.1.

6. Final drawings:

a. Drawing format: AutoCAD, Version 2015.

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

Indicate changes by clouding.

c. Electronic files: On CD or DVD discs.

d. Compile using eTransmit utility in AutoCAD for a complete package including all support files.

e. In accordance with NIBS NCS.

f. Original plots: D size (22 inches by 34 inches).

D. 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.

01 33 00 - 3

c. Mark items to be furnished in a manner that will be clear and legible after photocopying. Do not use highlighter.

d. Strike through items that do not apply.

E. Certifications:

1. If applicable certifications by a registered professional: Signed and sealed by a Nevada registered professional.

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe® Acrobat PDF (.pdf) format on CD-ROM.

1) Bookmark 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.

1. In addition to paper copy submissions, email submittals (10 Mb or less) may be made to address(s) designated by the COR.

2. Electronic submittals shall be in (.pdf) format.

3. Submit electronic files 50 Mb or larger to Reclamation via CD or DVD along with paper copies.

4. Submit RSN’s via CD or DVD to the TSC address provided below. RSN’s shall include the Contract Number.

5. Electronic submittals shall include the required RSN cover sheet.

01 33 00 - 4

6. Contractor shall not include any Personally Identifiable Information (PII) in electronic submittals.

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. Bureau of Reclamation 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 21 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.

1.05 GOVERNMENT REVIEW OF SUBMITTALS

A. Time Required:

1. Government will require 21 days for review of each submittal or resubmittal, unless otherwise provided in these specifications.

2. Time required for Government review of each submittal or resubmittal begins when Government receives complete sets of materials required for a particular RSN 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.

01 33 00 - 5

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. One set of submittals required for action will be returned either approved, approved subject to identified changes, or not approved.

a. Revise and resubmit submittals not approved.

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

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

1. RE: Regional Engineer

a. Bureau of Reclamation, MP Regional Office, Attention: MP-200, 2800 Cottage Way, Sacramento, CA 95825-1898.RE: Regional Engineer

2. CE: Construction Engineer

a. Post Office address: Construction Engineer, Bureau of Reclamation, Mid- Pacific Construction Office, P.O. Box 988, Willows, CA 95988-0988.

b. Express Mail: Construction Engineer, Bureau of Reclamation, Mid-Pacific Construction Office, 1140 West Wood Street, Willows, CA 95988-2615.

3. OGR: Onsite Government Representative

a. Address to be provided after Notice to Proceed.

4. AM: Area Manager

a. Bureau of Reclamation, Lahontan Basin Area Office, Attn: LO-400, 705 North Plaza Street, Room 320, Carson City, NV 89701-4015.

5. TSC: Technical Service Center

a. Post Office address: Technical Service Center, Bureau of Reclamation, Attn: 86-68170, Regular Mail: P.O. Box 25007, Denver, CO 80225-0007

01 33 00 - 6

b. Express Mail: Denver Federal Center, Sixth Avenue and Kipling Street, Building 67, Room 152.

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

F. 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.

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

H. 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 Construction Engineer unless otherwise specified.

I. Facsimile and electronic transmissions of RSN’s are not acceptable, unless specifically approved by COR.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, OGR indicates Onsite Government Representative, AM indicates Area Manager, and TSC indicates Technical Service Center.

RSN Section Title

Submittals Required

Due Date or Delivery Time

Respon-sible Code

Sets to be sent: *

CE OGR AM RE

01 14 10-1 Use of Site Land Use and

Landscape Rehabilitation Plan

Submitted and approved before start of operations

CE 3

01 14 30-1 Interruption of Service

Interruption of Service Request

At least 28 days before the scheduled interruption of service

CE 3

01 32 20-1 Construction Program

Representative Information

Within 7 days after receipt of Notice to Proceed

CE 3 1 1 1

01 32 20-2 Construction Program

Baseline Schedule

Within 7 days after receipt of Notice to Proceed

CE 3 1 1 1

01 32 20-3 Construction Program

Updated Schedule Monthly CE 3 1 1 1

01 32 20-4 Construction Program

Time Impact Analysis

With payment requests

CE 3 1 1 1

01 35 10-1 Safety Data Sheets

Complete LHM and SDS

At least 14 days before jobsite delivery of hazardous material

CE 3 1 1 0

01 35 10-2 Safety Data Sheets

Updated LHM and SDS

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

CE 3 1 1 0

01 35 20-1 Safety and Health

Safety Program Submitted and approved before start of operations

CE 3 1 1 0

01 35 30-1 Contractor’s Onsite Safety Personnel

Resumes Submitted and approved prior to employment

CE 3 1 1 0

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

At least once each week

CE 3 1 1 0

01 55 00-1 Vehicular Access and Parking

Video Documentation

Before use of access for construction traffic

CE 3 1 1 0

01 55 20-1 Traffic Control Comprehensive Traffic Control Plan at the Work Site

At least 28 days before start of related construction

CE 3 1 1 0

01 33 00 - 8

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before start of related construction

CE 3 1 1 0

01 57 30-1 Water Pollution Control

Water Management Plan

At least 28 days before start of related construction

CE 3 1 1 0

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

CE 3 1 1 0

01 74 00-2 Cleaning and Waste Management

Hazardous Wastes Manifest

Within 7 days of hazardous waste disposal

CE 3 1 1 0

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

Submitted and approved before start of associated onsite work

CE 3 1 1 0

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 21 days after completion of work

CE 3 1 1 0

01 78 30-1 Project Record Documents

Final As-built Drawings

Within 14 days after completion of work

CE 3 1 0 0

09 96 20-1 Coatings Approval Data At least 56 days before start of related construction work

CE 3 1 1 1

09 96 20-2 Coatings Final Approval Data

At least 28 days before start of related construction work

CE 3 1 1 1

09 96 20-3 Coatings Documentation At least 21 days before delivery of materials to jobsite

CE 3 1 1 1

09 96 20-4 Coatings Contractor Abrasive Blasting Containment System Plan

At least 28 days before start of abrasive blasting.

CE 3 1 1 1

09 96 20-5 Coatings Contractor Quality Testing Data for “Shop or Field Applied” Coatings

Within 7 days after completion of related work

CE 3 1 1 1

35 22 24-1 Slide Gate and Operator Stems

Inspection Results and Repair Plans

Within 7 days of completing inspection.

CE 3 1 1 1

35 22 24-2 Slide Gates and Operator Stems

Design Drawings Submitted and approved before start of related work.

RE 3 1 1 1

35 22 24-3 Slide Gate and Operator Stems

Qualifications At least 56 days before start of construction work

CE 3 1 1 1

35 22 24-4 Slide Gates and Operator Stems

Commercial Products Data

At least 28 days before work

CE 3 1 1 1

01 33 00 - 9

35 22 24-5 Slide Gates and Operator Stems

Shop Drawings At least 28 days before work

RE 1 1 1 2

35 22 24-6 Slide Gates and Operator Stems

Installation Plan At least 28 days before work

RE 1 1 1 2

35 22 24-7 Slide Gates and Operator Stems

Bulkhead Removal Plan

At least 28 days before work

CE 3 1 1 1

35 22 24-8 Slide Gates and Operator Stems

Slide Gate Testing Plan

At least 28 days before work

CE 3 1 1 1

35 22 24-9 Slide Gates and Operator Stems

Final Data Within 21 days after installation

RE 1 1 1 2

01 33 00 - 10

Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

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. SDS: 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, materials incorporated into the work, and materials used by the Contractor 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 SDS.

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

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 SDS before receipt of updated LHM and SDS by CE.

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 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 OGR 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 OGR.

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.

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 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. Maintain an accurate record of, and report to the OGR 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.

J. 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

PART 3 EXECUTION

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 C. Certifications

01 35 20 - 5

D. Physician E. Ambulance (Name, location, and telephone number) F. Physical Qualification of Employees G. Records

III. Communications

A. Employee Training B. Safety Meetings C. Onsite Training D. Supervisor Training

IV. Occupational Health

A. Procedures and Equipment to Minimize Hazards B. Testing program for employees and work environments C. Qualified personnel D. Personal protective equipment E. Ventilation plans

V. Machinery and Mechanical Equipment

A. Procedures and Equipment to Minimize Hazards:

1. Testing program for employees and work environments

2. Mobile and stationary equipment

B. Inspection Procedures C. Maintenance Procedures D. Operating Personnel E. Protective Safety Devices F. Elevators and Aerial Lifts

VI. Excavation and Demolition

A. Tunnels and Shafts:

1. Internal combustion engines

2. Ventilation plans

3. Transportation systems and equipment

4. Work environment testing

5. Ground support

B. Blasting:

1. Blaster certification

2. Written procedures

3. Storage

4. Transportation

C. Excavations Other Than Tunnels and Shafts:

1. Slide protections

2. Support systems

3. Inspections

4. Access

D. High Scaling:

Derby Diversion Dam Slide Gates Rehabilitation Solicitation No.

01 35 20 - 6

1. Definition

2. Personal protective equipment

3. Specific operating procedure

E. Haulage:

1. Haul roads

2. Equipment and Procedures

VII. Working Surfaces

A. Access:

1. Ladders

2. Platforms, stairways, and ramps

B. Personal Protective Equipment C. Scaffolding D. Safety Nets

VIII. Protection of the Public

A. Signs and Barricades B. Flagging Procedures C. Jurisdictional Approvals

IX. Marine and Diving Operations

A. Detailed Plan and Written Procedures

X. Electrical Facilities

A. Substations

XI. Required Safety Program Coordination

1. Confined Space Program

2. Electrical and Lockout/Tagout Program

This outline is provided as guidance in preparing a safety program and does not cover all material that may be necessary. The Contractor must review specifications and all safety and health regulations to ensure a comprehensive plan.

First Aid and Medical Services

01 35 22 - 1

SECTION 01 35 22

FIRST AID AND COMMUNICATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS Reclamation Safety and Health Standards

1.03 SERVICE

A. Do not perform onsite work until first aid and medical services have been implemented onsite, in accordance with section 5 of RSHS.

B. Communications: Provide a direct line of communication, via radio, or mobile telephone, with local medical services.

1.04 AVAILABILITY

A. Make facilities and services available for providing emergency aid to Contractor employees and Subcontractor employees.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

First Aid and Medical Services

01 35 22 - 2

Contractor’s Onsite Safety Personnel

01 35 30 - 1

SECTION 01 35 30

CONTRACTOR’S ONSITE SAFETY PERSONNEL

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 35 30-1, Resumes:

1. Contractor’s Onsite Safety Representative.

2. Contractor’s Safety Professional.

C. RSN 01 35 30-2, Safety Inspection Reports:

1. Include a list of noted deficiencies, their abatement dates, and follow-up action for all jobsite activities.

2. Base inspection report on findings of jobsite walk-through with Government personnel.

1.03 QUALIFICATIONS

A. Contractor’s Onsite Safety Representative:

1. Competent person, can be supervisory employee, with appropriate level of safety related training and experience. Safety responsibility may be adjunct, collateral or ancillary to their duties. Their main job duties may be leadership, supervision, or management in a craft, trade, or technical specialty.

2. Has completed at a minimum an OSHA recognized 30 hour Construction Safety Training program and has a minimum of 3 years of experience on similar projects in size and complexity to this contract. Experience should include dealing with the day to day operations and functionality of equipment operations not just occasional safety inspection site visits.

B. Contractor’s Safety Professional:

1. Holds professional status in the safety field by virtue of education, training, certification and experience. Responsibility must be the prevention of harm to people, property, and the environment, rather than responsibility for responding to harmful events. Examples of appropriate qualifications include:

01 35 30 - 2

a. Holds Safety certification from organizations accredited by the National Commission for Certifying Agencies (NCCA), the Council of Engineering and Scientific Specialty Boards (CESB), or a nationally recognized accrediting body which uses certification criteria equal to or greater than that of the NCCA or CESB. OR

b. Holds current certification as Certified Safety Professional (CSP), Associate Safety Professional (ASP), Occupational Health and Safety Technologist (OHST), Construction Health & Safety Technician (CHST) or equivalent with a minimum of 3 years safety experience on similar projects in size and complexity to this contract. OR

c. Holds a degree in Occupational Safety and Health: Major study – safety or occupational health related fields and a minimum of 3 years safety experience on similar projects in size and complexity to this contract.

The effectiveness of the Contractor’s Safety Professional in the administering and implementation of the safety program will be subject to continued review and approval by the Contracting Officer.

1.04…