R15PS00272_Attachment_J-1_SOW.pdf

U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado April 2014

GSU Transformers and Associated Equipment Replacements

Glen Canyon Power Plant Middle River Division – Glen Canyon Unit – Arizona – Utah Colorado River Storage Project

Solicitation No: R15PS00272

U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado April 2014

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GSU Transformers and Associated Equipment Replacements Glen Canyon Power Plant

Colorado River Storage Project Solicitation No: R15PS00272

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 12 40 Construction Sequence 01 14 10 Use of Site 01 14 22 Coordination of Work with Other Contractors 01 14 30 Outages 01 31 22 Pre-Design Meeting 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 Material Safety Data Sheets 01 35 22 First Aid 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 43 20 Testing Laboratory Services 01 51 00 Temporary Utilities 01 54 20 Use of Government Cranes 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 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 82 20 Removal and Disposal of Asbestos Containing Materials 02 83 30 Removal and Disposal of Coatings Containing Hazardous Materials 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

00 01 10 - 2

05 12 73 Power Transformer Anchorage Systems 05 50 00 Metal Fabrications 05 50 04 Removal and Reinstallation of Existing Oil Spill Protection

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 88 10 Modular Fire Barriers 07 92 10 Joint Sealant for Transformer Deck

DIVISION 09 – FINISHES

09 96 20 Coatings

DIVISION 22 – PLUMBING

22 10 04 Removal of Transformer Cooling Water Systems 22 10 12 Replacement of Transformer Cooling Water Systems

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 20 Grounding and Bonding 26 05 33 Electrical Conduit 26 05 60 Identification, Warning, and Safety Signs 26 05 90 Wiring Checkout and Tests

DIVISION 48 – ELECTRICAL POWER GENERATION

48 04 00 Power Equipment Removal and Disposal 48 19 22 Generator Isolated Phase Bus 48 19 24 15kV PT/Surge Protection Cubicle Assemblies 48 19 29 Jumper Bus and Rigid Bus 48 19 30 Power Transformers 48 19 32 Insulating Oil 48 19 34 Transformer Isolated Phase Bus 48 19 36 Short Circuit Testing Spare 345kV Power Transformer

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Hazardous Materials Report

DIVISION 52 - DRAWINGS

00 01 10 - 3

52 00 00 Drawings

END OF CONTENTS

00 01 10 - 4

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 three (3) miles northwest of Page, Arizona in Coconino County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Removing and disposing four (4) single-phase, 13.8kV to 230kV, 100 MVA power transformers, including one spare.

B. Removing and disposing ten (10) single-phase, 13.8kV to 345kV, 100 MVA power transformers, including one spare.

C. Removing and disposing of twelve (12) existing oil-spill containment systems.

D. Furnishing, testing, and installing (K7A) three (3) single-phase, 2-winding, 13.8kV to 230kV, 125 MVA power transformers.

E. Furnishing, testing, and installing (K1A, K3A, K5A) nine (9) single-phase, 2-winding, 13.8kV to 345kV, 125 MVA power transformers.

F. Furnishing one (1) single-phase, 2 winding, 13.8kV to 230 kV, 125 MVA, and one (1) single-phase, 2 winding, 13.8kV to 345 kV, 125 MVA spare power transformers and placing in storage on transformer deck.

G. All transformers to be designed to operate with and to be factory tested with natural ester fluid. Transformers to be filled for final service and operation as follows:

1. K1A: type II mineral oil.

2. K3A: type II mineral oil.

3. K5A: natural ester fluid.

4. K7A: natural ester fluid.

5. 345kV spare: type II mineral oil.

6. 230kV spare: natural ester fluid.

H. Removing and disposing existing 13.8kV isolated phase bus connecting twelve (12) power transformers to generator synchronizing breakers.

01 11 00 - 2

I. Removing and disposing existing 13.8kV isolated phase bus and twenty four (24) bushings connecting eight (8) generators to generator synchronizing breakers.

J. Removing and disposing two per phase, 48 total, potential transformers on the generator isolated phase bus.

K. Furnishing, testing, and installing two per phase, 48 total, potential transformers on the generator isolated phase bus.

L. Removing and disposing 24 generator surge arrestors.

M. Furnishing and installing 24 generator surge arrestors.

N. Furnishing and installing 13.8kV isolated phase bus connecting twelve (12) transformers to existing isolated phase bus at the generator synchronizing breakers.

O. Removing and reinstalling two (2) existing oil-spill containment systems.

P. Furnishing and installing 13.8kV isolated phase bus and twenty four (24) bushings connecting eight (8) generators to PT cubicles and isolated phase bus connecting PT cubicles to existing bus tap from gas filled generator synchronizing breakers.

Q. Furnishing and installing five (5) modular fire barriers.

R. Furnishing and installing four (4) new oil-spill containment systems.

S. Furnishing and installing fifty-six (56) power transformer anchorage systems.

T. Furnishing and installing miscellaneous metalwork.

U. Furnishing and installing joint sealant for transformer deck.

1.03 SPECIFICATIONS REQUIREMENTS

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

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

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

1.04 DEFINITIONS

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

01 11 00 - 3

B. Quality Assurance: Inspection and tests performed by Government to ensure compliance with the terms of the contract.

C. Quality Control: Activities performed by Contractor to ensure work conforms to contract requirements.

D. Contractor Quality Testing: Specified tests to be performed by the Contractor.

1. The Government may use the test results for Quality Assurance.

2. The Contractor may use the test results as part of Contractor quality control.

a. The Government anticipates that these tests will be part of the Contractor’s quality control program; however the tests do not relieve the Contractor of providing adequate quality control measures in accordance with the clause at FAR 52.246-12, Inspection of Construction.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 01 through 52:

1. CO: Contracting Officer

2. COR: Contracting Officer’s Representative

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION

01 11 00 - 4

Construction Sequence

01 12 40 - 1

SECTION 01 12 40

CONSTRUCTION SEQUENCE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 CONSTRUCTION SEQUENCE

A. The items below shall be performed in the following sequential order for work under this contract subject to the following. Work items for installing oil-spill containment systems and for installing transformer banks may occur in the following sequential order or the transformer banks may be in a reversed sequential order.

1. All work for Transformer Bank K1A.

a. Remove existing oil-spill containment system.

b. Remove existing transformers for Bank K1A.

c. Repair expansion joints as required.

d. Place sealer on deck for Transformer Bank K1A.

e. Install firewall systems for Transformer Bank K1A.

f. Install Transformer Bank K1A and anchorage system.

g. Install oil-spill containment system for Transformer Bank K1A.

2. All work for Transformer Bank K3A.

a. Remove existing oil-spill containment system.

b. Remove existing transformers for Bank K3A.

c. Repair expansion joints as required.

d. Place sealer on deck for Transformer Bank K3A.

e. Install firewall systems for Transformer Bank K3A.

f. Install Transformer Bank K3A and anchorage system.

g. Install oil-spill containment system for Transformer Bank K3A.

3. All work for Transformer Bank K5A.

a. Remove existing oil-spill containment system.

b. Remove existing transformers for Bank K5A.

Construction Sequence

01 12 40 - 2

c. Repair expansion joints as required.

d. Place sealer on deck for Transformer Bank K5A.

e. Install firewall systems for Transformer Bank K5A.

f. Install Transformer Bank K5A and anchorage system.

g. Install oil-spill containment system for Transformer Bank K5A.

4. All work for Transformer Bank K7A.

a. Remove existing oil-spill containment system.

b. Remove existing transformers for Bank K7A.

c. Repair expansion joints as required.

d. Place sealer on deck for Transformer Bank K7A.

e. Install firewall systems for Transformer Bank K7A.

f. Install Transformer Bank K7A and anchorage system.

g. Install oil-spill containment system for Transformer Bank K7A.

PART 2 PRODUCTS

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PART 3 EXECUTION

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 schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

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

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

1.03 SUBMITTALS

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

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

1. For each Contractor use site on Government land.

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

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

2) Parking areas and haul routes.

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

4) First-aid and medical facilities.

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

6) Temporary fences.

b. Describe methods to preserve, protect, and repair if damaged, vegetation (such as trees, shrubs, and grass) and other landscape features on or

Use of Site 01 14 10 - 2 adjacent to the jobsite, which are not to be removed and which do not interfere with the work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

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

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

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

1.04 PROJECT CONDITIONS

A. Government land 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 the 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 the COR.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 RESTORATION

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

Coordination of Work With Other Contractors

01 14 22 - 1

SECTION 01 14 22

COORDINATION OF WORK WITH OTHER CONTRACTORS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 COORDINATION

A. During progress of work under this contract, additional work will be performed concurrently by other contractors.

B. Fully cooperate and coordinate with other contractors to minimize impacts to the work on use of access and haul routes, use of water and electrical power sources, use of staging areas and stockpile areas, maintaining roads, complying with environmental requirements, and abiding by all applicable safety regulations, especially during hauling operations.

C. In addition to requirements of this section, fully cooperate and coordinate with all other contractors and the Government in accordance with the clause at FAR 52.236-8 Other Contracts (APR 1984) (DEVIATION).

D. Principal activities to be performed under this contract which overlap with other contracts include:

1. Use of access and haul routes.

2. Use of staging areas and stockpile areas.

E. Ensure safe crossing of access roads by other contractors as they access their work areas.

F. Discuss any proposed changes in haul patterns with Government and other contractors before making any changes.

PART 2 PRODUCTS

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PART 3 EXECUTION

Coordination of Work With Other Contractors

01 14 22 - 2

Outages

01 14 30 - 1

SECTION 01 14 30

OUTAGES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the schedules for items of work for which outages are required.

1.02 SUBMITTALS

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

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

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

2. Outline procedures for accomplishing work including:

a. Work activities to be completed during requested outage.

b. Specific safety precautions to be taken.

c. Type and location of barricades.

d. Warning signs.

e. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. 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 outages with COR.

1. Outage scheduling will depend upon power demand requirements and related operating conditions.

2. Outages may be scheduled during off-peak periods, nights, or weekends.

3. No specific outage request will be considered unless:

Outages

01 14 30 - 2

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

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

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

B. Coordinate work with Government operations.

C. Outages shall be scheduled to install one (1) bank of transformers and all bus work related to the one bank of transformers per outage. Project includes four (4) transformer banks. Install transformer banks upon arrival of all three transformers. Do not wait for all transformers to arrive on site before beginning installation.

D. When work can not be performed during an approved outage period, notify COR that outage is not required.

E. Show construction outages greater than 4 hours in the Contractor’s construction schedule.

F. Government reserves right to schedule outages for any period during a 24-hour day on any day of the week. Contractor will be informed of type of outages available and restrictions prior to start of construction. Contractor’s request for outages, scheduling of work, delivery of materials on site, and submittal of drawings and data as required, will be governed by allowable time and outage periods available.

PART 2 PRODUCTS

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PART 3 EXECUTION

Pre-Design Meeting

01 31 22 - 1

SECTION 01 31 22

PRE-DESIGN MEETING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Included in prices offered in the schedules for other items of work.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals and Section 01 33 26 - Electrical Drawings and Data.

B. RSN 01 31 22-1, Pre-Design Meeting Notification.

1. Submit proposed time of meeting and include names of proposed contractor attendees and their affiliations.

C. RSN 01 31 22-2, Preliminary Drawings and Data.

1. Submit at least one week prior to the Pre-Design Meeting.

2. Include all preliminary drawings and design data for transformers, and isolated phase bus, including all accessories.

3. The submittal response for this RSN will be 30 days after the pre-design meeting.

4. Do not resubmit this information under a different submittal. After pre-design meeting all information submitted will be under the appropriate RSN.

1.03 PRE-DESIGN MEETING

A. Date: Approximately 90 days after receipt of Notice to Proceed.

1. Provide Government personnel a minimum of 14 business days notice prior to conference date.

B. Location: Glen Canyon Power Plant, Page, Arizona.

C. Purpose:

1. Review preliminary design documentation required under submittal RSN 01 31 22-2.

2. Review with Government personnel electrical drawings, data, and technical requirements of specifications.

Pre-Design Meeting

01 31 22 - 2

3. Discuss power transformer and isolated phase bus design requirements and coordination necessary to complete design.

4. Review plant and system operations to coincide with power transformer and isolated phase bus installation.

D. Attendees:

1. Responsible engineering representatives who have been fully informed of specifications with respect to technical requirements, equipment to be furnished, and coordination necessary to complete electrical design.

2. Representatives shall include, at least:

a. One from Contractor.

b. One from transformer manufacturer.

c. One from prime electrical subcontractor.

d. One from Contractor’s erecting engineer.

e. One from isolated phase bus manufacturer.

f. Three from Government.

1) Onsite Representative

2) Engineer

3) Contracting Officer.

E. Within 30 calendar days after conclusion of conference, Government will furnish Contractor a letter regarding items discussed at conference with enclosed copies of all pertinent drawings and data marked with Government’s comments.

PART 2 PRODUCTS

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PART 3 EXECUTION

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. Lump-sum prices offered in Price Schedules B, Schedule D, Schedule F, and Schedule H.

1.02 DEFINITIONS

A. CDMS: Contract Document Management System.

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

a. Specifications

b. Contract Drawings

c. Submittals

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

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

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

g. CMs: Contract modifications

h. Contractor Proposals

i. Value Engineering Proposals

j. Reclamation Inspection Reports

k. Invoices and Progress Payments

l. Contract Schedules

m. Meeting Agendas and Meeting Minutes

n. Letters and Memos

1.03 SUBMITTALS

A. Submit 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.

01 31 30 - 2

2. Documentation of system capabilities.

3. Instructions for system use.

1.04 QUALIFICATIONS

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

1.05 CDMS REQUIREMENTS

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

B. Access:

1. Web-based:

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

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

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

a. Adobe Acrobat

b. MS Word

c. MS Excel

d. MS Project

e. Oracle Primavera P6 Project Manager

f. Autodesk AutoCAD Civil 3D

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

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

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

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

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

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

01 31 30 - 3

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

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

Examples:

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

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

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

6. Ability to link files; examples:

a. RFP linked to a CM

b. Submittal linked to a Specification Section or Drawing

C. Reports:

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

a. Submittals that have been approved.

b. Invoices paid to date.

c. RFIs under review.

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

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

a. Submittal Turn-around.

b. RFI Turn-Around

c. CM Processing Turn-Around.

d. Total CM costs.

e. Total CM Request Exposure.

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

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

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

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

01 31 30 - 4

D. Document Security and Backup:

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

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

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

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

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

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

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

E. General Tracking and Control:

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

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

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

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

F. Submittal Tracking and Control:

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

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

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

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

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

01 31 30 - 5

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

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

G. RFI Tracking and Control:

1. Provide standard RFI form to enter information.

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

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

H. Inspection Reports Tracking and Control:

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

a. Daily Inspection Report (DIR)

b. Survey requests

c. Plant inspection reports

d. Testing reports.

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

CDMS.

I. Contract Modifications:

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

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

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

CDMS.

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

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

J. Cost Tracking and Payment Request Management:

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

01 31 30 - 6

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

K. Correspondence:

1. Ability to generate letters and memos.

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

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

2. Ability to generate responses to letters and memos.

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

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

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

a. CDMS shall automatically assign sequential meeting numbers.

L. Miscellaneous Tracking and Controls:

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

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

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

ACK/RWR)

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

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

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

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

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

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

01 31 30 - 7

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

M. Budget and Funding Source Tracking:

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

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 IMPLEMENTATION

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

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

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

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

2. Schedule of Submittals shall include scheduled submittal date.

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

1. Required Submittal Number (RSN)

2. Section Title

3. Submittal Title

4. Date Submitted

5. Date of Response

6. Approval Status (Approved-Complete, Approved as Noted – Resubmit, Received, Nota Approved)

7. Days in Review

8. Due Date

D. CDMS shall be operational until final project closeout.

01 31 30 - 8

U Transformers and Associated Equipment Replacements

Middle River Division – Glen Canyon Unit – Arizona - Utah

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 Pricing Schedules B, D, F, and H for mobilization and preparatory work.

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

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.03 DEFINITIONS

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

B. Project Calendar: Cross reference of numerical work days with calendar days. The project calendar serves as the basis for the day/date conversion and assigns work days, rest days, and holidays.

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

1.04 SUBMITTALS

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

1. Furnish data on CD-ROM disc.

2. Furnish database files in format compatible with Primavera Project Planner, Version 3.0 or higher.

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

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

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

1. Include:

a. Construction Program database with activity and milestone data.

b. Definition of workday calendars.

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

d. Activity report including all logic constraints.

e. RSN submittal register.

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

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

1. Include:

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

b. Definition of workday calendars.

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

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

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

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

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

1. Include:

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

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

c. Table comparing results of two mathematical analyses.

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1.05 QUALIFICATIONS

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

1.06 SCHEDULES AND TIME IMPACT ANALYSIS

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

B. Prepare Construction Program using Critical Path Method, under concepts and methods outlined in AGC Manual.

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

2. Prepare detailed activity network for accomplishing required work.

3. All activities except “Award” shall have predecessor activities and all 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.

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

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

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

8. Define activities to a level of detail resulting in their durations being no greater than 15 workdays or 20 shifts 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 15-workday or 20-shift limitation.

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

9. Provide separate subnetworks for each Schedule A, Schedule B, Schedule C, and Schedule D.

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

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

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

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

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

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

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

2. Use durations in units of whole workdays.

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

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

5. Establish workday calendar(s) and use these in the mathematical analysis to translate the activity's workday duration into calendar dates.

I. Baseline Schedule:

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

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

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

J. Updated Schedule:

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

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

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

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

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

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

K. Time Impact Evaluation:

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1. The CO will use time impact evaluation to determine if a time extension or reduction to the contract milestone dates is justified.

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

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

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

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

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

a. Activity description.

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

c. Activity duration.

d. Earnings.

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

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

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

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

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

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

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

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

1.07 REVIEW AND EVALUATION

A. Baseline Schedule:

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

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

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

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

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

B. Updated schedules:

1. The Government will require 7 calendar days after receipt of each monthly update to review and approve or reject the updated schedule.

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

1.08 FAILURE TO COMPLY

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

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

PART 2 PRODUCTS

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PART 3 EXECUTION

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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 schedules for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-2005(2010) Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-2011 United States National CAD Standards, Version 5

1.03 DEFINITIONS

A. Days: Calendar days.

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

C. Submittal Types, as listed in Table 01 33 00A – List of Submittals:

1. A – Action:

a. Government will respond as to adequacy of submittal.

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

2. I – Informational:

a. The Government will acknowledge receipt of Informational submittals.

b. The Government may reject an Informational submittal when the submittal does not comply with the contract. The Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational submittals are considered to be “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by the Government is not required.

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1.04 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. Drawing format:

a. AUTOCAD, Version 2013 or later.

b. In accordance with NIBS NCS.

2. Minimum identification in title block:

a. Contract number and title.

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

c. Date.

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

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

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

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

6. Government Format drawings:

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

1) Title block and sheet format:

a) As shown on Drawing 40-D-7012.

2) Government will provide specific title block information to be used. Government will provide an electronic AutoCAD template.

3) Drawing format:

a) AUTOCAD, Version 2013 or later.

b) In accordance with NIBS NCS.

4) Government will provide an electronic AutoCAD template.

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7. Final drawings:

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

Indicate changes by clouding.

b. Electronic files: On CD or DVD ROM.

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

D. Product Data:

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

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

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

c. Mark items to be furnished:

1) In a manner that will photocopy (no highlighter).

2) 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 or DVD ROM exact duplicate of printed materials.

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.

G. Sample Submittals:

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1. Label with complete manufacturer's product and color 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 with contract number and title.

1.05 SUBMITTALS PROCEDURES

A. Submit all required submittals for each phase of work required by each bid schedule before beginning work for next bid schedule.

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

C. 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.

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

1. Submittals identified with “CDMS” in the “No. of sets to be sent” column shall be submitted electronically in accordance with Section 01 31 30 – Contract Document Management System.

E. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

F. 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 30 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

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

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1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 30 days for review of each submittal or resubmittal, unless otherwise specified.

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

B. Time in Excess of Specified:

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

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

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

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

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

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

a. Approval was required under the contract, and

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

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

C. Return of Submittals:

1. 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, approved subject to identified changes, or not approved.

a. Revise and resubmit submittals not approved.

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

3. Informational Submittals: The Government will acknowledge Informational submittals.

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a. Informational submittals will not be returned when they comply with the specifications.

b. Informational submittals that do not comply with the specifications may be returned for resubmittal or additional information may be requested.

1.07 HARD COPY TRANSMITTALS

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

1. Contracting Officer, Bureau of Reclamation, Attn. UC-840, 125 South State Street, Salt Lake City, UT 84138-1147.

2. Contracting Officer’s Representative, Bureau of Reclamation, Glen Canyon Field Division, Attn. GC-200, 805 Bureau Street, PO Box 1477, Page, AZ 86040-1477.

3. Technical Service Center, Bureau of Reclamation,…