Section_C_-_Specifications_Solicitation_R17PS00201.pdf

Marble Bluff Dam and Fish Passage Facility Radial Gate Rehabilitation Specifications No. 20-C0860

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 31 22 Coordination of Meetings 01 31 30 Contract Document Management System 01 32 10 Construction Program 01 33 00 Submittals 01 33 26 Electrical Drawings and Data 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 54 30 Use of Government Hoist 01 55 00 Vehicular Access and Parking 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 - EXISTING CONDITIONS

02 83 20 Removal and Disposal of Coatings and Equipment with Coatings Containing

Hazardous Materials

DIVISION 03 - CONCRETE

03 62 20 Nonshrink Grout for Equipment and Metalwork

DIVISION 05 - METALS

05 50 00 Metal Fabrications

Solicitation No. R17PS00201

Table of Contents

00 01 10 - 2

DIVISION 09 - FINISHES

09 96 20 Coatings 09 97 02 Impacted Immersion Coatings

DIVISION 26 - ELECTRICAL

26 04 10 Electrical Demolition, Modification, and Removal 26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 20 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 60 Identification, Warning, and Safety Signs 26 05 90 Wiring Checkout and Operational Tests 26 12 16 Dry Type Transformer 26 24 24 Distribution Panelboards 26 28 10 Enclosed Circuit Breakers 26 29 15 Combination Motor Starter 26 42 10 Galvanic Anode Cathodic Protection System for Sluiceway Radial Gate 26 42 11 Galvanic Anode Cathodic Protection System for Fish Lock Drain Pipe

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 04 10 Removal of Water 35 23 50 Radial Gate

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 32 Refurbishment of Sluiceway Radial Gate Hoist

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 20 Photographs 51 00 30 Analytic Test Results 51 02 83 Travel Report 2013

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 approximately 46 miles northeast of Reno, Nevada, in Washoe County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Electrical:

1. Remove and Replace:

a. Distribution panelboards LFPB and DFBA

b. Dry-type transformer

c. Test existing cables for reuse

2. Combination motor starters:

a. Dope tank hoist

b. Turbine pump

c. Auxiliary turbine pump

B. Modify motor-control/contactor-control circuits with the addition of Control Power Transformers (CPTs).

C. Twenty foot by twelve foot Radial Gate:

1. Replace seals, seal clamp bars, and lifting lugs

2. Recoat

3. Refurbish radial gate hoist

D. Recoat:

1. Twenty-four inch by twenty-four inch cast iron slide Gate 10

2. Interior of the hydraulic control cabinet for Gate 9

3. Fish lock false floor and framework

4. Fish lock drain pipe exposed exterior surfaces, couplings, and cover plate

5. Electrical conduit remaining once panelboards and raceways are removed

E. Spot repair and full overcoating for the radial gate hoist machinery and existing rail pipe guardrails throughout the facility

Summary of Work

01 11 00 - 2

F. Coat new pipe guardrail and pipe guardrail gates.

G. Cathodic protection for the radial gate and fish lock exterior drain pipe.

H. Miscellaneous metal work.

I. Remove and dispose coatings and equipment containing hazardous materials.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.

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. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

3. OGR: Onsite Government Representative.

4. CE: Construction Engineer

PART 2 PRODUCTS

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PART 3 EXECUTION

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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 Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. Cleaning Manual-2012 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, Tribal Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Tribal Land and Government Facilities.

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 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, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to

01 14 10 - 2 jobsite, which are not to be removed and which do not interfere with 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 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. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

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

D. 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.

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

PART 2 PRODUCTS

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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.

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

3. COR will inspect construction equipment following procedures described in Cleaning Manual before allowing equipment onsite.

01 14 10 - 3

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

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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 cost in prices offered in the Price 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 and electrical distribution outage.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. 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 COR.

1. Coordinate work with Government operations.

2. No specific interruption of service request will be considered unless:

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

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

Interruption of Service

01 14 30 - 2

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

4. Allowable interruption of service scheduling will typically be:

a. July to December during low flow periods, including nights, or weekends.

b. Typical work period will be during low flow non-spawning periods.

c. Government reserves right to schedule interruption of services for any period during 24-hour day, any day of week.

d. Contractor will be informed of type of interruption of services available and restrictions prior to start of construction.

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

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

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

END OF ECTION

Coordination Meetings

01 31 22 - 1

SECTION 01 31 22

COORDINATION MEETINGS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

B. RSN 01 31 22-1, Government Hoist Use Coordination Meeting Notification:

1. Date and time of meeting and proposed attendees.

2. Preliminary schedule of planned hoist usage.

1.03 COORDINATION MEETINGS

A. Government Hoist Use Coordination Meeting:

1. Date: Approximately 21 days prior to mobilization.

a. Notify Government of meeting date at least 10 days before meeting.

2. Location: Lahontan Basin Area Office, 705 North Plaza Street, Carson City NV 89701-4015

3. Purpose: Review with Government personnel Hoist Use, Hoist Use Schedule, and Weekly Coordination Meetings during Construction.

4. Attendees: Responsible engineering representatives who understand these specifications with respect to technical requirements, equipment to be furnished, and coordination necessary to complete electrical design. Representatives shall include:

a. Contractor: 1

b. Subcontractor performing Gate Repairs: 1

B. Weekly Coordination Meetings during Construction

1. Contractor shall coordinate with OGR for a weekly coordination meeting time.

a. Meeting will include:

1) Review of schedule.

2) Safety site walk.

Coordination Meetings

01 31 22 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

A. Weekly Coordination Meetings during Construction

1. Contractor shall conduct weekly coordination meeting with OGR.

a. Meeting will include:

1) Review of schedule.

2) Safety site walk.

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. Contract Document Management System:

1. Payment: Lump sum price offered in the Price Schedule.

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 (Government generated document).

g. Value Engineering Proposals.

h. Government Inspection Reports.

i. Contract Schedules.

j. Meeting Agendas and Meeting Minutes.

k. Letters and Memos.

1.03 SUBMITTALS

A. Submit 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.

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

1. DVD or CD of documents uploaded to CDMS.

01 31 30 - 2

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, Mozilla Firefox and Google Chrome.

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

a. Adobe Acrobat.

b. MS Word.

c. MS Excel.

d. MS Project.

e. Autodesk AutoCAD Civil 3D.

3. Allow Contract Documents to be prepared by the Contractor or by Government.

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

4. Contractor and Government 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 prerogative of organizational project manager.

d. Government 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);

01 31 30 - 3

c. Alerts (e.g. submittal under review for greater than 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. Generate reports that list and sort documents by status, examples include:

a. Submittals that have been approved.

b. RFIs under review.

2. Generate alerts when documents requiring action approach or exceed allowable time.

3. Generate customizable summary reports, examples include:

a. Submittal Turn-around.

b. RFI Turn-Around.

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

5. Ability to link from an item in a report directly to 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. Capable of producing a complete and logically organized set of documents within CDMS in both pdf and xml format.

D. Document Security and Backup:

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

2. Allow document access security until authoring party chooses to share it with others.

a. Show parties that have access to a document.

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

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

3. Backup/Archiving to FTP site of documents to which an organization has access on a regular (minimum monthly) basis.

a. Backups shall be in pdf format.

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

01 31 30 - 4

E. General Tracking and Control:

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

2. CDMS shall track:

a. When documents were received or returned, as well as status of documents (e.g. Under Review; or Returned, Approved or Rejected, etc.).

b. Document changes including who entered or changed document and date change was made.

c. When a reviewer has opened an item.

F. Submittal Tracking and Control:

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

2. Supply 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. Track date received, date response due, date returned, and approval status.

a. Status designations may be modified to fit Government standard designations A/CA/R/NA/Acc/CAcc/NAcc (Approved/Conditionally Approved, Resubmit/Not Approved, Accepted, Conditionally Accepted, Not Accepted).

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

a. Allow for Government to route submittal to third parties by generating design-review transmittals with each submittal package item, to track status of individual sub-items within submittal package, and to route each sub-item to appropriate reviewers.

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

G. RFI Tracking and Control:

1. Supply 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 Government 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 Government standard inspection and report forms into CDMS and ability to create customizable inspection forms in CDMS. Typical forms:

01 31 30 - 5

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

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

CDMS.

J. 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 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. 1st response to Memo 32 to be 32.1, 2nd response to be 32.2, etc.

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

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

a. CDMS shall automatically assign sequential meeting numbers.

K. Miscellaneous Tracking and Controls. Ability to:

1. Generate reports tracking RFCs, RFIs, RFPs, Submittals, Memos, DIR’s, survey requests, plant inspection reports and testing reports.

2. Filter logs based on criteria:

a. Submittals: Specification Section, Days Out, Status (A/CA/R/NA/Acc/CAcc/NAcc).

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

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

01 31 30 - 6

4. Keyword search of documents in database.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 IMPLEMENTATION

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

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

B. Contractor shall input Schedule of Submittals before making submittals. Include:

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

2. Scheduled submittal date.

C. Contractor shall provide a report of submittal status monthly or as requested by COR.

Submittal status report shall be in a table format and include:

1. Required Submittal Number (RSN).

2. Section Title.

3. Submittal Title.

4. Date Submitted.

5. Date of Response.

6. Approval Status (Approved/Conditionally Approved, Resubmit/Not Approved, Accepted, Conditionally Accepted, Not Accepted).

7. Days in Review.

8. Due Date.

D. CDMS shall be operational until final project closeout.

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 Prices Schedule for Mobilization and Preparatory Work.

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

1.02 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. Project calendars serve as the basis for day/date conversion and assign work days and non-workdays.

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

D. Out of Sequence Work: An activity that starts before its predecessor activities are completed.

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with MS Project.

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

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

01 32 10 - 2

1. Designation of authorized representative to develop and maintain Construction Program. Include resume with training and experience.

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. MS Project.

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

e. Tabular listings of resources and resource limitations used to produce baseline schedule. Correlate resources with schedule assumptions and offered price. Resource listings may be independent of schedule database.

f. Narrative explanation of project schedule development. Include impacts of resource limitations and weather conditions on project schedule development. Include planned number of work hours per day and hours per day for subcontractors.

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

1. This submittal is required for a proper invoice for progress payments in accordance with the clauses at FAR 52.232-27, Prompt Payment for Construction Contracts and WBR 1452.232-82, Other Invoice Requirements. In accordance with subparagraph (a)(i)(A) of the clause at FAR 52.232-27, Prompt Payment for Construction Contracts, Government disapproval of this submittal will be considered failure of the Contractor to comply with contract requirements and payment due date may be delayed until 14 days after submittal contents are approved.

2. Include:

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

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

c. MS Project.

d. Gantt chart for project on 11- by 17-inch print(s) and in portable document format (.pdf).

e. Narrative report specifically stating status of project.

1) When negative float exists, cite specific actions and conditions which caused "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time. When float changed from previous month’s updated schedule, explain reason for change.

01 32 10 - 3

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

3) Discuss contract milestones and significant activities that were started, continued, or completed during the update period or scheduled during the next update period.

f. Submittal Register:

1) List submittals as listed in Table 01 33 00A – List of Submittals.

2) Update Submittal Register monthly to include submittals and revised submittals. Register fields shall include RSN name and number, date submitted, date of response, status (e.g., approved, not approved, resubmittal required).

3) This register document is separate from scheduling database.

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 change or delay. Highlight or list added, changed, or deleted activities.

c. MS Project.

d. Gantt chart for project on 11- by 17-inch print(s) and in portable document format (.pdf).

e. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

A. Representative: Experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules.

1.06 GENERAL

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

1.07 SCHEDULES

A. Prepare construction schedules using Critical Path Method outlined in AGC Manual. Use a computer software program to perform mathematical analysis of scheduling data.

01 32 10 - 4

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

Logically sequence activities.

2. Prepare detailed activity network for accomplishing required work organized by Work Breakdown Structure (WBS). Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

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 relevant clauses and specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

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

6. Adjust Construction Program/schedule for seasonal weather conditions. Provide a narrative explaining the expected weather and plan for incorporation in schedule.

Consider work influenced by high or low ambient temperatures or precipitation.

Utilize MS Project calendars to depict historical weather days that impact work.

Assign weather calendars to work impacted by weather.

7. Define activities to level of detail resulting in their durations being no greater than 20 workdays.

a. Durations for administrative activities (e.g., submittals and reviews) fabrication, manufacturing, and typical level of effort activities (e.g., dewatering, storm water management) will not be subject to workday duration limitation.

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number (RSN) in activity description.

9. Include separate activities for fabrication or manufacturing when work involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR

10. Include contract title, contract number, and Contractor’s name on transmittal cover sheet and each sheet of Gantt chart.

11. For each activity on Gantt chart, display activity identification number, activity description, planned or original duration, start date, finish date, total float, and calendar identification. Do not display early start and late start fields.

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

01 32 10 - 5

13. Use finish to start logic relationships between activities. Do not utilize start to start, finish to finish, or start to finish logic relationships. Do not use negative lead or lag times.

14. Use durations in units of whole workdays.

15. Provide best estimate of time required to complete activity considering quantity of work, work conditions, location of work, and planned resources for activity.

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

17. Establish workday calendar(s) and use these in the schedule to translate activity's workday duration into calendar dates. Use unique calendar names; do not use software default calendar names. Save calendars as project calendars, not global calendars.

B. 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.

C. Updated Schedule:

1. Meet monthly with COR at Government’s project office, or at a location approved by the COR, to review progress made to end date of progress payment period.

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

a. Discuss and mutually agree upon changes to the schedule.

b. Out-of-sequence activities are not allowed. Revise logic to reflect change in work plan.

c. Finalize updated Construction Program database with mutually agreed upon changes.

2. Following receipt of executed contract modification, incorporate activity data stipulated in modification into current schedule for inclusion in next scheduled progress update. Provide appropriate logic relationships for revised activities.

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

1.08 TIME IMPACT ANALYSIS

A. Provide time impact analysis for contract changes (e.g., change order, proposed modification, or value engineering change proposal) to support a claim or request for equitable adjustment to the contract due to delay or accelerated schedule.

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

01 32 10 - 6

1. Time impact analysis is required for contract changes whether the Contractor’s current schedule milestone dates are the same as, earlier than, or later than, those required under the contract.

2. Changes, additions, or deletions to activities; activity durations; activity time frames; or activity predecessors and successors will not automatically determine that extension or reduction of contract time is warranted or due the Contractor.

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

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

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

1. Prepare proposed revised schedule and narrative description describing and highlighting changes or delays.

2. Prepare summary comparing results of two schedule analyses: One using current schedule data from last approved updated schedule prior to event requiring analysis, and one using proposed schedule data incorporating changes or delays.

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

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

1) Activity description.

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

3) Activity duration.

4) Narrative containing rationale used in developing the proposed logic relationships and activity data.

c. Data date for impacted schedule used in comparison shall be the same as approved updated schedule data date.

d. Base schedule comparisons on status of work and available float at time the CO directs or proposes change to the work, the Contractor submits a value engineering change proposal, or when a delay occurs as shown in approved updated schedule.

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

1. Within 21 calendar days after receipt of baseline schedule:

01 32 10 - 7

a. CO will approve or not approve proposed baseline schedule.

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

c. If schedule is not approved, revise and resubmit within 7 calendar days following date of 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. Submit updated Construction Program schedule monthly.

2. Submit updated schedule at least seven days prior to the submission of each invoice request for progress payment.

3. If updated schedule is not approved, revise and resubmit updated schedule within 7 calendar days following date of rejection letter.

4. The COR will schedule pre-submittal meeting with the Contractor’s representative each month to review draft updated schedule prior to the Contractor submitting RSN 01 32 10-3, Updated Schedule.

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

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

1.10 FAILURE TO COMPLY

A. Failure to comply with requirements of this Section shall be grounds for determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within specified time.

B. The CO may terminate the Contractor’s right to proceed with the work, or separable part of it, in accordance with default terms of this contract.

PART 2 PRODUCTS

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PART 3 EXECUTION

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01 32 10 - 8

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 Price 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.

C. Submittals are considered to be “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.

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.

b. Title to read: Marble Bluff Dam and Fish Passage Facility Radial Gate Rehabilitation Washoe Project, Nevada-California

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

d. Date.

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

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

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

01 33 00 - 2

5. Final Drawings:

a. AUTOCAD® 2015 or newer format (.dwg) on CD-ROM disc.

b. Provide original D size (22 inches by 34 inches) plots.

1) When stamped drawings are required, provide hard copy originals with wet stamps.

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

d. Provide copies of original drawings in PDF format on CD-ROM.

e. Where quantities of originals or copies are not specified provide two copies on appropriate media. Coordinate an appropriate electronic media with COR prior to transmittal of electronic data.

6. Include proper title block on drawings or figures in accordance with standard drawing 40-D-7102.

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.

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

d. Strike through items that do not apply.

E. Certifications:

1. Certifications by a registered Nevada professional: Signed and sealed by registered Nevada professional in accordance with each specific submittal requirement.

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed and include Table of Contents.

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

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.

01 33 00 - 3

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.

G. Sample Submittals:

1. Label with complete manufacturer’s product identification.

2. Include type and quantity of materials specified in the referenced section in each “set” of samples.

3. Samples: Representative of product to be installed.

4. Label each sample or sample kit with contract number and title.

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. Submittals designated for transmittal via the Contract Document Management System (CDMS) shall be submitted in accordance with Section 01 31 30 – Contract Document Management System.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal using the same number system as the CDMS.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals other than approved or accepted:

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.

01 33 00 - 4

1.05 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 21 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.

a. Submittals that are uploaded to the CDMS after business hours will be marked received the next business day.

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

b. 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. Submittals will be returned either Approved/Conditionally Approval, Resubmit/Not Approved, Accepted, Conditionally Accepted, Not Accepted with the exception of RSNs: 01 32 10-2, 01 32 10-3, 01 35 10-1, 01 35 10-2, 01 35 20- 1, 01 35 30-1, and 01 35 30-2, which will be accepted or not accepted. Submittal responses will be returned via the CDMS only.

1.06 TRANSMITTAL

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

01 33 00 - 5

1. Construction Engineer, Bureau of Reclamation, MP Construction Office (MPCO), Attn: MPCO-200, P.O. Box 988, Willows, CA 95988-2615; Express Mail:

1140 West Wood Street, Willows, CA 95988-2615.

2. Onsite Government Representative, address to be furnished upon Notice to Proceed.

3. Area Manager, Bureau of Reclamation, Lahontan Basin Area Office (LO), Attn:

LO-400, 705 North Plaza Street, Room 320, Carson City, NV 89701-4015

4. Technical Service Center, Bureau of Reclamation, Attn: 86-68510, P.O.

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

B. 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.

2. Submittals identified with “CDMS” in the “Sets to be sent” column shall be submitted in electronic format in accordance with Section 01 31 30 – Contract Document Management System. However, the following items should be submitted via hardcopy in accordance with Article 1.03, Submittal Requirements:

a. The Government, at the discretion of the COR, may require the Contractor to provide complete sets of hardcopies of all documents which appear unclear or illegible in their electronic format.

C. 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.

D. 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.

PART 2 PRODUCTS

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PART 3 EXECUTION

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01 33 00 - 6

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 Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CE OGR AM TSC

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

At least 28 days before use of Government land

CE 1 CDMS

01 14 30-1 Interruption of Service

Interruption of Service Request

No more than 7 days before the requested interruption

CE 1 CDMS

01 31 22-1 Coordination of Meetings

Government Hoist Use Coordination Meeting Notification

At least 21 days prior to mobilization

CE 1 CDMS

01 31 30-1 Contract Document Management System

(CDMS)

Approval Data At least 21 Days after receipt of Notice to Proceed

CE 3 1 1 1

01 31 30-2 Contract Document Management System

(CDMS)

Final Data No more than 14 days after completing work

CE 3 1 1 1

01 32 10-1 Construction Program

Representative Information

No more than 14 days after receipt of Notice of Award

CE 1 CDMS

01 32 10-2 Construction Program

Baseline Schedule:

1. Blackline prints

2. Reports

3. Data on

DVD

At least 28 days after receipt of Notice to Proceed

CE 1

CDMS

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 Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CE OGR AM TSC

01 32 10-3 Construction Program

Updated Schedule:

1. Blackline prints

2. Reports

3. Data on

DVD

With monthly requests for progress payments.

CE

01 32 10-4 Construction Program

Time Impact Analysis:

1. Blackline prints

2. Reports

3. Data on

DVD

No more than 28 days after the CO directs a contract change, with any proposal for a future modification, with any value engineering proposal, or with any request or claim for an equitable adjustment to the contract.

CE

01 35 10-1 Safety Data Sheets

Complete LHM and SDS

Submitted for acceptance at least 14 days before jobsite delivery of hazardous material

CE 1 CDMS

01 35 10-2 Safety Data Sheets

Updated LHM and SDS

Submitted for acceptance at least 14 days before jobsite delivery of hazardous material not previously listed

CE 1 CDMS

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before commencing onsite mobilization. See section 3 of RSHS

CE 1 CDMS

01 35 20-2 Safety and Health

Monthly Accident Summary Report

Monthly CE 1 CDMS

01 33 00 - 8

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 Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CE OGR AM TSC

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resumes Submitted for acceptance prior to employment

CE 1 CDMS

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Submitted for acceptance at least once each week

CE 1 CDMS

01 54 30 -1 Use of Government Hoist

Hoist Use Schedule

At least 28 days before start of onsite construction activities

CE 1 CDMS

01 55 00-1 Vehicular Access and Parking

Initial Construction Site DVD Recording

At least 21 days before start of construction activities

CE 1 CDMS

01 55 00-2 Vehicular Access and Parking

Post Construction Site DVD Recording

Within 14 days after completion of construction activities

CE 1 CDMS

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 21 days before start of construction activities

CE 1 CDMS

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 21 days before start of construction activities

CE 1 CDMS

01 57 30-1 Water Pollution Control

Water Management Plan

At least 21 days before start of construction activities

CE 1 CDMS

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasur e (SPCC) Plan

At least 28 days before delivery or storage of oil

CE 1 CDMS

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

At least 21 days before beginning onsite work

CE 1 CDMS

01 33 00 - 9

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 Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CE OGR AM TSC

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 14 days after completing work

CE 1 CDMS

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 21 days before beginning onsite work

CE 1 CDMS

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 21 days after completion of work

CE 1 CDMS

01 78 30-1 Project Record Documents

Progress As-built Drawings

Within 21 days of completion of item

CE 3 CDMS

01 78 30-2 Project Record Documents

Final As-built Drawings

Within 21 days of completion of work

CE 3 CDMS

02 83 20-1 Removal and Disposal of Coatings and Equipment with Coatings Containing Hazardous Materials

Resumes, Certificates, and Qualifications

At least 21 days prior to beginning onsite work

CE 1 CDMS

02 83 20-2 Removal and Disposal of Coatings and Equipment with Coatings Containing Hazardous Materials

Hazard Abatement Plan for Heavy Metals

At least 21 days prior to beginning onsite work

CE 1 CDMS

02 83 20-3…