Section_C_-_Specifications_15_Dec_2016.pdf

Solicitation No. R17PS00016 TRD Powerplants Replacement of Station Service Transformers & LV Bus Systems - RAX 566 Specifications No. 20-C0847

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 Outages 01 31 30 Contract Documents 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 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 57 35 Oil Spill Prevention 01 60 00 Product Requirements 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 83 33 Removal and Disposal of Equipment with Coatings Containing Heavy Metals 02 84 40 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

DIVISION 03 - CONCRETE

03 30 00 Cast-In-Place Concrete 03 62 20 Grouting Mortar For Equipment And Metalwork

DIVISION 05 - METALS

05 12 73 Adhesive-Anchored Bolts

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 20 Grounding and Bonding

Table of Contents 00 01 10 - 2

26 05 33 Electrical Conduit 26 09 14 Medium-Voltage Current Transformers 26 22 16 Power Transformers 26 25 13 Removing and Modifying Existing Equipment 26 25 43 600-Volt Enclosed Non-Segregated Phase Bus 26 28 30 Enclosed Circuit Breakers 26 32 10 Engine-Generator Set

DIVISION 31 - EARTHWORK

31 23 00 Sand Backfill for Buried Electrical Conduit 31 23 60 Pipe Trench Earthwork 31 23 90 Disposal of Excavated Materials

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 22 Asphalt Concrete Pavement

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors Listing 51 00 01 Photographs: Trinity Powerplant 51 00 02 Photographs: Judge Francis (JF) Carr Powerplant 51 00 03 Photographs: Spring Creek Powerplant 51 02 84 Oil Test Results

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 LOCATIONS

Work is located at each of the following Trinity River Division Powerplants:

1. The Trinity Powerplant is approximately 35 miles northwest of Redding, California, in Trinity County.

2. The Judge Francis (JF) Carr Powerplant is approximately 15 miles west of Redding, California, in Shasta County.

3. The Spring Creek Powerplant is approximately 5 miles northwest of Redding, California, in Shasta County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Items below apply to the KRB and KRC sides of the two sided, station service systems at the Trinity, JF Carr, and Spring Creek Powerplants. The designation KRB applies to the normal power supply transformer that is connected to the powerplant generator bus and the designation KRC applies to the standby power supply transformer at all three powerplants.

1. Remove and dispose of the following five in-service station service, oil-filled transformers: Trinity Powerplant KRB and KRC, JF Carr Powerplant KRC, and Spring Creek Powerplant KRB and KRC.

2. Remove and dispose of one spare station service transformer stored at the Spring Creek Powerplant.

3. Dispose of six transformers and the oil within, at facility or facilities certified to accept lead and Polychlorinated Biphenyls (PCBs).

4. Design, furnish, install, and test five new dry-type power transformers at the Trinity, JF Carr, and Spring Creek Powerplants.

5. Design, furnish, install, and test two low side enclosed circuit breakers (52C) with Arc Flash reduction features and separate enclosures for the KRB side of the station service system switchgear at the Spring Creek Powerplant and the Trinity Powerplant.

B. Items below apply to both the KRB and KRC sides of the station service systems at the Trinity, JF Carr, and Spring Creek Powerplants

1. Remove and dispose of existing aluminum low voltage busway from each station service transformer to the station service switchgear including busway enclosure, conductor, connections, and insulators.

01 11 00 - 2

2. Design, furnish, install, and test low voltage non-segregated busway compatible with five new transformers. The busway extends from the low side of the transformers to their respective station service switchgear, at each powerplant.

3. Busway to include new copper solid bus conductors, connectors, and stand-off insulators per approved design.

C. Design, furnish, install, and test three new circuit breakers (32S) located in their respective existing station service switchgear, to support emergency backup power supply at the Trinity, JF Carr and Spring Creek Powerplants.

D. Design, furnish, install and test one new current transformer set (one per phase; total of 3 current transformers) located in the high voltage isolated phase bus at the Spring Creek Powerplant.

E. Modify the existing high voltage isolated phase buses (IPB) and conduit as required to connect to the two new KRB transformers; Spring Creek and Trinity Powerplants.

F. Modify existing high voltage line feed into the three new KRC transformers as required at the Trinity, JF Carr, and Spring Creek Powerplants.

G. At each Powerplant, modify the existing concrete foundations, transformer pads, hand rails, alarm circuits, conduits and conductors as necessary, to accommodate the new KRB or KRC transformers and low voltage bus work.

H. Provide, install, and commission a 300KVA permanent standby emergency 480V power supply system (EPSS) for the station service switchgear at Trinity Powerplant. Complete EPSS shall include engine-generator set with sub-base fuel tank, additional tank to supply up to 72 hours fuel, load band, and EPSS controls compatible with existing station service switchgear. Provide underground trench, cable, and conduit for EPSS as specified.

I. Provide, install, and test connector, cable, and conduit to provide 480 volt power support for the station service switchgear that is compatible with NCAO owned 125kW portable generator at the JF Carr and Spring Creek Powerplants. Provide cable, conduit, and connector sized to support up to 300kW to accommodate future growth.

J. Train Government personnel on equipment, operation, programming, calibrations and maintenance of all components replaced or modified.

1.03 SPECIFICATIONS REQUIREMENTS

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

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

01 11 00 - 3

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.

D. Some of the existing specification drawings are titled “Clear Creek Powerplant”. This is the original name of the Judge Francis (JF) Carr Powerplant.

1.04 INFORMATION TO OFFERORS SECTIONS

A. Refer to Specifications Section 51 00 01 for photographs of existing station service transformers and adjacent areas at the Trinity Powerplant.

B. Refer to Specifications Section 51 00 02 for photographs of existing station service transformers and adjacent areas at the JF Carr Powerplant.

C. Refer to Specifications Section 51 00 03 for photographs of existing station service transformers and adjacent areas at the Spring Creek Powerplant.

D. Refer to Specifications Section 51 02 84 Oil Test Results for relevant test results.

1.05 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.

B. ACRONYMS

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

a. NCAO: Northern California Area Office

b. MPCO: Mid Pacific Contracting Office

c. CO: Contracting Officer

d. CE: Construction Engineer

e. RE: Regional Engineer

f. COR: Contracting Officer’s Representative

g. AM: Area Manager

h. OGR: Onsite Government Representative

i. CVO: Central Valley Operations Office

j. TSC: Technical Service Center

01 11 00 - 4

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

END OF SECTION

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 PAYMENT

A. Cost:

1. Include in lump sum prices offered in the Schedules for Mobilization and Preparatory Work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation

1. Inspection and 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, 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, work area, transformer staging, zoning/unloading zone(s), crane location, do not drive

01 14 10 - 2 areas, and underground tank locations on or adjacent to the jobsite, which are not to be removed and which do not interfere with the work required under this contract. Include methods to mark work area limits and protect disturbed areas.

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 may be used for required construction facilities.

B. When private land is used for construction facilities, and/or other construction purposes, make necessary arrangements with private land owner of said private land 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 the OGR.

D. Do not interfere with work of other contractors or the Government in the 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 the OGR.

F. If storage space is not adequate on site, Contractor shall be responsible for obtaining storage space off site.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment: Before bringing on site and at the end of construction at each powerplant, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species that are not indigenous to area/region of work.

01 14 10 - 3

3.02 RESTORATION

A. After completion of work, scarify and regrade 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 natural revegetation, provide proper drainage, and prevent erosion.

01 14 10 - 4

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Outages 01 14 30 - 1

SECTION 01 14 30

OUTAGES

PART 1 GENERAL

1.01 PAYMENT

A. Cost:

1. Include in prices offered in the Schedules for items of work requiring outages.

1.02 REFERENCES

A. Bureau of Reclamation

1. FIST 1-1: Facilities Instruction, Standards, and Techniques; Hazardous Energy Control Program

1.03 DEFINITIONS

A. Outage: When any equipment or system that is taken out of service has an impact on powerplant operations.

1.04 SUBMITTALS

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

B. RSN 01 14 30-1, Outage Request:

1. Written request for each proposed outage shall include the following:

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

b. Outline procedures for accomplishing work including specific safety precautions to be taken, type and location of barricades, warning signs, and protective grounds and devices used.

c. Commencement time of work.

d. Duration of work.

e. Description of equipment to be used.

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

g. Job Hazard Analysis (JHA) for work to be accomplished during outage.

01 14 30 - 2

h. Lockout Tagout (LOTO) of hazardous energy and proper log documentation.

2. Submit Outage Request through OGR to Central Valley Operations 14 days prior to requested outage start date.

1.05 PROJECT CONDITIONS

A. Coordinate and schedule outages with OGR.

B. The Government places a high value on maintaining generating unit availability. Outage periods shall be kept to a minimum.

C. Coordinate work with Government operations and other contractors.

D. No specific request for outage will be considered unless OGR has reasonable assurances that materials and equipment required for work will be on site and Contractor will be prepared to perform work on date and during period of time requested for specific outage.

E. When work cannot be performed during approved outage period, notify OGR that outage is not required.

F. Outage scheduling will depend on power demand and related operating conditions.

Outages may be scheduled during off-peak periods, nights, or weekends. Government reserves right to schedule outages for any period during 24-hour day, any day of week.

Contractor will be informed of restrictions and type of outages available during construction period.

G. Contractor’s request for outages, work scheduling, and delivery of materials on site will be governed by available time and outage periods.

H. Outage window, available to Contractor:

1. Schedule work under this contract requiring an outage from November to April.

I. All outages shall be approved in writing by the OGR. All work including training shall comply with Safe Clearance Procedures. All equipment impacted by the outage shall be grounded and bonded as required.

01 14 30 - 3

PART 3 EXECUTION

01 14 30 - 4

Contract Document Management System 01 31 30 - 1

SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 PAYMENT

A. Contract Document Management System:

1. Include in lump sum prices offered in the Schedules for Contract Document Management System.

1.02 DEFINITIONS

A. CDMS - Contract Document Management System.

B. RFI - Request for Information.

C. RFP - Request for Proposals.

D. RFC – Request for Change.

E. PM – Project Manager.

F. CO – Contracting Officer.

G. COR – Contracting Officer’s Representative.

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. The system provider shall have at least 5 years of experience in providing the services required by this Section.

1.05 SCOPE

A. The CDMS shall generate, store, track, categorize and manage all construction documentation. Construction Documentation includes, but is not limited to: Submittals (typically .pdf files of text documents or drawings); RFIs, RFCs, and RFPs; Construction Schedules; Meeting Agendas and Meeting Minutes; Correspondence; Memos and Deficiency Notices; Contract Modifications and similar documents. Documentation may be prepared by the Construction Contractor or by Reclamation.

B. Reclamation shall be able to easily access documents and to track when documents were received or returned, as well as determine the status of the documents. Reclamation shall be able to generate reports that list and sort the documents by status as well as generate alerts when documents requiring review exceed allowable review time. Document generation shall include submittals and RFIs, responses, Meeting Minutes, RFCs, RFPs and Contract Modifications, Payments, and correspondence.

C. Documents may be generated by either the Contractor or by Reclamation. Each party needs the capability to maintain document security within its organization unless/until it chooses to share it with the other party. Once documents are shared, they shall be secured so that no changes can occur without a record of the changes being made. The CDMS shall be capable of producing a complete and logically organized set of all documents within the CDMS in both .pdf and .xml format. The documents shall be downloadable to ftp sites where Reclamation and other organizations can each access their own data confidentially.

PART 2 PRODUCTS

2.01 WORK FLOW SYSTEM

A. EADOC software as developed by EADOC LLC, 436 14th Street, Suite 150, Oakland CA, 94612, 510-903-9658, eadocsoftware.com, or equal, with the capability of meeting the salient characteristics and requirements contained in Article 1.05 and Article 3.01 of this Section.

PART 3 EXECUTION

3.01 REQUIREMENTS

A. Document access:

01 31 30 - 3

1. Web-based document storage where all project construction documents are stored and may be accessed by authorized organizations and individuals via an internet site.

2. Accessed via web browser from any computer including remote sites with internet access. Compatible with Apple Safari, Mozilla Firefox, and Internet Explorer.

3. Ability to upload documents in a variety of formats including but not limited to Word, Excel, Adobe Acrobat, MS Project, Primavera 3.0 or higher, AutoCAD 2007 or higher, and Contract Manager, and make the documents available to users for download. Documents shall be grouped into separate categories.

4. NCAO or other Government authorized user shall be able to create and modify project properties.

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

6. Print and export all reports as pdf or printer friendly HTML, also exportable to Excel, XML, or CSV.

7. Ability to link from an item listed in a report directly to that item by selecting it.

8. Ability to link files

B. Document security and backup:

1. SSL encryption for secured data exchange between the browser and server to enable secure access to all documents and information.

2. Information security within and between organizations: Documents generated within an organization shall remain secure within that organization unless/until shared with other organization(s).

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

4. Tracking of all data changes including who entered or changed data and date change was made.

5. Ability to tell when reviewer has opened/read an item.

C. Submittal tracking and control:

01 31 30 - 4

1. Standard submittal form shall be provided to enter information. Contractor shall be able to enter submittal summary information as outlined in section 01 33 00 “Submittals”, and upload submittal data in electronic format.

2. Ability to create multi-item submittal packages with separate per-item review status, transmittals, and re-submittals.

3. Software shall track date received, date returned, and status. Status designations can be modified to fit Reclamation standard designations.

4. Provide submittal transmittal form for PM to enter review comments and action taken.

5. Allow for NCAO to: Route submittal to third parties by generating design-review transmittals with each submittal package item; track the status of individual sub-items within the submittal package; and route each sub-item to the appropriate reviewers.

6. Ability to track the date the submittal/re-submittal was submitted and responded to, with automatic notification after specified number of days without response.

D. RFI tracking and control:

1. Provide standard RFI form to enter information.

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

3. Ability for NCAO (Northern California Area Office) to route RFI to the appropriate reviewers and for reviewers to enter comments into standard response form.

E. Correspondence:

1. Ability to generate letters to or from Contractor or Reclamation, to attach documents to the letters, and to reference other documents within the CDMS.

System shall automatically assign sequential letter numbers.

2. Ability to generate responses to letters and memos. System shall automatically generate memo suffixes, for example, the first response to Memo 32 shall be 32.1, second response shall be 32.2, etc.

3. Ability to generate Meeting Agendas and Meeting Minutes and to attach documents to the Minutes. System shall automatically assign sequential meeting numbers.

01 31 30 - 5

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

F. Miscellaneous tracking and controls:

1. Ability to generate logs tracking: RFIs, RFCs, RFP’s, Submittals, Memos, survey requests, plant inspection reports, and testing reports.

2. Ability to filter logs based on criteria; for example, for Submittals; Specifications Section, Days Out, Status; for RFIs; Days out, Status, Specifications Section/Drawing No., and Responsibility.

3. Ability to track cost exposure with links to Requests for Information and Change Order Requests.

4. Ability to measure productivity benchmarks on a project, such as computing average review days for RFIs and submittals, categorize change orders and track total change order percentages by category.

5. Ability for Keyword Search of all documents in database.

6. Ability for CDMS Generated Notification via e-mail to Team Members of:

updates to project information; changes to project information; and alerts.

7. Ability for Reclamation to create Master List of Anticipated Submittals (“Schedule of Submittals”) and require Contractor to pick from that list when submitting submittal.

G. Provide CDMS training for up to five Reclamation employees.

01 31 30 - 6

Construction Program 01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Developing Baseline Schedule: Include in lump sum prices offered in the Schedules for Mobilization and Preparatory Work.

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

1.02 REFERENCE STANDARDS

A. RSHS-2014 Reclamation Safety and Health Standards

1.03 DEFINITIONS

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

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

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 Version 3 or newer.

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

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

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

01 32 10 - 2

1. Designation of authorized representative to develop and maintain Construction Program. Representative experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules.

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Gantt chart (Bar chart) for project.

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

e. 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 project calendars if revised from baseline calendars.

c. Gantt chart for project.

d. Narrative report specifically stating status of project.

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

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

01 32 10 - 3

e. RSN submittals register. Register updated monthly includes submittals as listed in submittal table; revised submittals; dates and status. This register document is separate from the 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 the change or delay with added, changed, or deleted activities highlighted.

c. Narrative report explaining results and conclusions.

1.05 GENERAL

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

1.06 SCHEDULES

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

1. Use the Precedence Diagramming Method (PDM) in preparing the CPM networked schedule. Prepare schedule based on required sequence and interdependence of activities.

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

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

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

01 32 10 - 4

7. If activity codes are utilized, use unique activity code names assigned as project codes rather than global codes. Utilize the Work Breakdown Structure in lieu of activity codes for general organization of the schedule.

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 workday limitation.

9. Include activities for Government reviews and approvals. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include activities for submittal preparation, submittal reviews, and fabrication or manufacturing activities when work involves significant quantities, long lead times, on the critical path, or as requested by the

COR.

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

11. For each activity on the Gantt chart, display identification number, activity description, planned duration, start date, finish date, total float, and calendar identification.

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

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 the activity considering the quantity of work and planned resources for the activity.

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

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

B. Baseline Schedule:

01 32 10 - 5

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

2. Meets all requirements of the Construction Program.

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 the end date of the 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. Update schedule and Construction Program database with mutually agreed upon changes.

2. 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.

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

4. Monthly updated schedules shall be submitted and approved by government before monthly progress payments may be submitted by the contractor.

1.07 TIME IMPACT ANALYSIS

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

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

C. 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.

D. 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.

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

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

01 32 10 - 6

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

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

H. 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 analysis with the first progress update.

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

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

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

a. 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.

b. 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 change proposal, or when a delay occurs.

1.08 REVIEW AND EVALUATION

A. Baseline Schedule:

1. Within 21 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.

01 32 10 - 7

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.

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

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

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

1.09 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

Not Used

PART 3 EXECUTION

01 32 10 - 8

Submittals 01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. Days: Calendar days.

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

1.03 SUBMITTAL REQUIREMENTS

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

B. General:

1. Prepare in English.

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

3. Measurement units: US Customary Units.

C. Drawings:

2. Minimum identification in title block:

a. Contract number and title

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

c. Responsible parties name and date on each revision

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

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

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

6. Government Format drawings:

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

01 33 00 - 2

1) Title block and sheet format:

(a) As shown on Drawing 40-D-7102.

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

2) Drawing format:

(a) AUTOCAD, Version 2014 or later.

(b) In accordance with NIBS NCS.

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

4) If necessary, Government will provide an electronic AutoCAD template.

7. Final drawings:

a. AutoCAD® format (.dwg) version 2012.

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

c. Provide computer drawing files on CD-ROM disc in AutoCAD® (*.dwg).

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

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 professional: Signed and sealed by 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 pdf on CD-ROM discs.

01 33 00 - 3

1) Bookmark longer files to assist in navigating file.

2. Contents:

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

b. Schematics and wiring diagrams.

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

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

1.04 SUBMITTALS PROCEDURES

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

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

C. Submit number of sets specified in “No. of sets to be sent to:” columns in Table

1. 01 33 00A - List of Submittals.

a. Submittals identified with “CDMS” in the “Sets to be sent” column shall be submitted electronically 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.

a. Responsible code.

3. 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.

01 33 00 - 4

1.05 GOVERNMENT REVIEW OF SUBMITTALS

A. Time Required:

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

2. ”Except for RSNs 01 32 10-2, 01 32 10-3, and 01 35 20-1, one set of submittals will be returned either approved, conditionally approved, or not approved.

RSNs 01 32 10-2, 01 32 10-3, and 01 35 20-1 will be returned accepted, conditionally accepted, or not.

3. More than 5 submittals submitted within one week will be prioritized by the Contractor and additional time will be required for the review process. An additional 7 days will be added to review time for each submittal submitted over the 5 submittal limit.

B. Time in Excess of Specified:

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

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

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

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

2. No time extension will be allowed if the Contractor fails to make complete approval 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. Return of submittals will be by CDMS response or hard copy, as applicable.

2. Action Submittals: One set of submittals required for action will be returned either approved, conditionally approved, or not approved.

a. Revise and resubmit submittals not approved.

01 33 00 - 5

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

3. Tracking:

a. Show changes and revisions with revision date.

b. Describe reasons for significant changes in transmittal letter.

c. Resubmit returned submittals within 14 days after receiving the comments, unless otherwise specified.

d. Requirements for initial submittals apply to resubmittals.

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

1.06 HARD COPY TRANSMITTALS

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

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

C. 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

Not Used

01 33 00 - 6

Table 01 33 00A - List of Submittals

** CE indicates Construction Engineer, OGR indicates Onsite Government Representative, RE indicates Regional Engineer, PM indicates Project Manager, CVO indicates Central Valley Operations Office, and TSC indicates Technical Service Center, COR indicates Contracting Officer’s Representative

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Re-spon-sible code

No. of sets to be sent to:

CE OGR RE PM CVO TSC COR

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

At least 28 days before beginning on-site work.

CE 3 1 CDMS

01 14 30-1 Outages Outage Request

At least 14 days before date of proposed outage

CE 3 1 CDMS

01 31 30-1 Contract Document Management System

Approval Data

Within 7 days of Award

CE 3 0 1 1 0 0 CDMS

01 31 30-2 Contract Document Management System

Final Data Within 14 days of completion of work

CE 3 0 1 1 0 0 CDMS

01 32 10-1 Construction Program

Representa tive Informatio n

Within 7 days after receipt of Notice of Award

CE 3 1 CDMS

01 32 10-2 Construction Program

Baseline Schedule

Within 7 days after receipt of Notice to Proceed

CE 3 1 CDMS

01 32 10-3 Construction Program

Updated Schedule

With monthly requests for progress payments.

CE 3

1 CDMS

01 32 10-4 Construction Program

Time Impact Analysis

Within 28 days after the CO directs a contract change with schedule impacts.

CE 3 1 CDMS

01 33 00 - 7

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Re-spon-sible code

No. of sets to be sent to:

CE OGR RE PM CVO TSC COR

01 35 10-1 Safety Data Sheets

Complete LHM and

M\SDS

Submitted and accepted at least 14 days before jobsite delivery of hazardous material

CE 3 1 CDMS

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 CDMS

01 35 20-1 Safety and Health

Safety Program

At least 21 days before commencing on site construction activities.

CE 3 1 CDMS

01 35 20-2 Safety and Health

Monthly Accident Summary Report

With monthly requests for progress payments.

CE 3 1 CDMS

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resume Prior to employment.

CE 3 1

CDMS

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Weekly CE 3 1

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Records

At least 28 days before starting onsite work

CE 3 1 CDMS

01 74 00-2 Cleaning and Waste Management

Hazardous Wastes Manifest

Within 7 days of hazardous waste disposal

CE 3 1 CDMS

01 74 00-3 Cleaning and Waste Management

Environme ntal Consultant Resume

At least 35 days before beginning environmental assessment.

01 33 00 - 8

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Re-spon-sible code

No. of sets to be sent to:

CE OGR RE PM CVO TSC COR

01 74 00-4 Cleaning and Waste Management

Environme ntal Site Assessmen t

Within 14 days after completion of work or as deemed necessary by the CO.

CE 3 1 CDMS

01 78 30-1 Project Record Documents

Final As- Built Drawings / Record of Materials

Within 28 days of final on‐site testing

CE 3 1 CDMS

02 83 33-1 Removal and Disposal of Equipment with Coatings Containing Heavy Metals

Resumes At least 28 days before disturbing existing coatings or equipment.

CE 3 1 CDMS

02 83 33-2 Removal and Disposal of Equipment with Coatings Containing Heavy Metals

Written Complianc e Program for Worker Protection

At least 28 days before disturbing existing coatings or equipment.

CE 3 1 CDMS

02 83 33-3 Removal and Disposal of Equipment with Coatings Containing Heavy Metals

Containme nt System Plan with Complianc e System Plan

At least 28 days before disturbing existing coatings.

CE 3 1 CDMS

02 83 33-4 Removal and Disposal of Equipment with Coatings Containing Heavy Metals

Certificate of Disposal

Within 14 days after completion of disposal work.

CE 3 1 CDMS

02 83 33-5 Removal and Disposal of Equipment with Coatings Containing Heavy Metals

Post Environme ntal Sampling

Within 14 days after completion of sampling.

CE 3 1 CDMS

02 84 40-1 Removal and Disposal of Polychlorinat ed Biphenyls (PCBs)

PCB

Removal and Disposal Plan

At least 28 days before removing equipment containing PCBs

01 33 00 - 9

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Re-spon-sible code

No. of sets to be sent to:

CE OGR RE PM CVO TSC COR

02 84 40-2 Removal and Disposal of Polychlorinat ed Biphenyls (PCBs)

Certificates and Reports

Within 14 days after

PCB

completion of removal

CE 3 1 CDMS

03 30 00-1 Cast-in Place Concrete

Concrete Mix Design

At least 21 days prior to placing concrete

CE 3 1 CDMS

03 30 00-2 Cast-in Place Concrete

Transform er Concrete Pad Design

At least 21 days prior to placing concrete

RE 3 1 CDMS

03 30 00-3 Cast-in Place Concrete

Engine- Generator Concrete Pad Design

At least 21 days prior to placing concrete

RE 3 1 CDMS

03 62 20-1 Grouting Mortar for Equipment and Metalwork

Packaged Nonshrink Grout Data

At least 21 days before grout installation

CE 3 1 CDMS

05 12 73-1 Adhesive- Anchored Bolts

Product Data and Instruction s

At least 35 days before installation

CE 3 1 CDMS

05 12 73-2 Adhesive- Anchored Bolts

Shop Drawings

At least 35 days before installation

CE 3 1 CDMS

05 12 73-3 Adhesive- Anchored Bolts

Structural Calculation s and Anchorage Details

At least 35 days before installation

CE 3 1 CDMS

26 05 02-1 Basic Electrical Materials and Methods

Equipment Layout Plan and Coordinati on Approval Drawings

Within 35 days after receipt of Notice to Proceed

RE 3 1 1

and

CDMS

CDMS

26 05 10-1 Conductors and Cables

Approval Data

Within 35 days after receipt of Notice to Proceed

RE 3 1 1

and

CDMS

CDMS

26 05 10-2 Conductors and Cables

Field Test Reports

Within 35 days of final on-site testing

RE 3 1 1

and

01 33 00 - 10

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Re-spon-sible code

No. of sets to be sent to:

CE OGR RE PM CVO TSC COR

26 05 20-1 Grounding and Bonding

As-Built Drawings

Within 28 days of final on‐site testing

RE 3 1 1

and

CDMS

CDMS

26 05 20-2 Grounding and Bonding

Test Reports

Within 28 days of final on‐site testing

RE 3 1 1

and

CDMS

CDMS

26 05 33-1 Electrical Conduit

Approval Data

Within 35 days after receipt of Notice to Proceed

RE 3 1 1

and

CDMS

CDMS

26 05 33-2 Electrical Conduit

As-Built Drawings

Within 28 days of final on-site work

RE 3 1 1

and

CDMS

CDMS

26 09 14-1 Medium- Voltage Current Transformers

Approval Data

Within 35 days after receipt of Notice to Proceed

RE 3 1 1

and

CDMS

CDMS

26 09 14-2 Medium- Voltage Current Transformers

Field Test Reports

Within 35 days of final on-site testing

RE 3 1 1

and

CDMS

CDMS

26 09 14-3 Medium- Voltage Current Transformers

Operation and Maintenan ce (O&M) Instruction Books

Within 35 days of final on-site testing

RE 3 1 1

and

CDMS

CDMS

26 22 16-1 Power Transformer

Approval Data

Within 35 days after receipt of Notice to Proceed

RE 3 1 1

and

CDMS

CDMS

26 22 16-2 Power Transformer

Factory Test Reports

Within 14 days after Factory Tests

RE 3 1 1

and

CDMS

CDMS

26 22 16-3 Power Transformer

Operation and Maintenan ce (O&M) Instruction Books

Within 28 days of final on-site testing

RE 3 1 1

and

CDMS

CDMS

26 22 16-4 Power Transformer

Field Test Reports

Within 35 days of final on-site testing

RE 3 1 1

and

01 33 00 - 11

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Re-spon-sible code

No. of sets to be sent to:

CE OGR RE PM CVO TSC COR

26 22 16-5 Power Transformer

Final Drawings

Within 28 days of final on-site testing

RE 3 1 1

and

CDMS

CDMS

26 25 13-1 Removing and Modifying Existing Equipment

Removal Drawings and Plans

At least 28 days before commencing on site construction activities.

RE 3 1 1

and

CDMS

CDMS

26 25 13-2 Removing and Modifying Existing Equipment

Modificati on Drawings and Plans

At least 28 days before commencing on site construction activities.

RE 3 1 1

and

CDMS

CDMS

26 25 13-3 Removing and Modifying Existing Equipment

Modificati on Drawings and Plans- 480V

At least 28 days before commencing on site construction activities.

RE 3 1 1

and

CDMS

CDMS

26 25 43-1 600-Volt…