ATT_1_Specification_GC_Dam_Outlet_08072023.pdf

U.S. Department of the Interior June 2022

Solicitation 140R4023R0010

Glen Canyon Dam

River Outlet Works Pipe Relining

Colorado River Storage Project, Arizona

Upper Colorado Region – Glen Canyon Unit

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GLEN CANYON DAM

RIVER OUTLET WORKS PIPE RELINING

COLORADO RIVER STORAGE PROJECT, ARIZONA

FOREWORD

Work is located at Glen Canyon Dam, approximately 2 miles northwest of Page, Arizona in

Coconino County.

Principal components of work include removal of existing linings, hazardous materials abatement, and relining of the river outlet works piping.

SITE VISIT: A SITE VISIT WILL BE HELD ON August 22, 2023, AT GLEN CANYON

VISITOR CENTER, BEGINNING AT 10:00AM. PROSPECTIVE BIDDERS SHOULD

MAKE ARRANGEMENTS BY CONTACTING JENNIFER HANDY,

JHANDY@USBR.GOV . ATTENDEES ARE TO PROVIDE AND WEAR SAFETY

BOOTS, HARD HATS, SAFETY VESTS.

FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION

"RECLAMATION SAFETY AND HEALTH STANDARDS" INCLUDING REVISIONS

AT https://intra.usbr.gov/safety/rshs/ WHICH IS APPLICABLE TO WORK UNDER

THIS CONTRACT, SEE CLAUSE AT "WBR 1452.223-81 SAFETY AND HEALTH."

mailto:JHANDY@USBR.GOV JHandy Highlight

Colorado River Storage Project, Arizona Solicitation No.140R4023R0010

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 12 Work Restrictions

01 14 22 Coordination of Work with Other Contractors

01 14 30 Interruption of Service

01 31 30 Contract Document Management System

01 32 10 Construction Program

01 33 00 Submittals

01 35 10 Safety Data Sheets

01 35 20 Safety and Health

01 35 30 Contractor’s Onsite Safety Personnel

01 42 10 Reference Standards

01 46 00 Quality Procedures

01 51 00 Temporary Utilities

01 55 00 Vehicular Access and Parking

01 56 10 Protection of Existing Installations

01 57 20 Environmental Controls

01 57 30 Water Pollution Control

01 60 00 Product Requirements

01 74 00 Cleaning and Waste Management

01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 04 10 Removal of Water from River Outlet Works Pipes

02 25 23 Government Weld Monitoring

02 83 30 Removal and Disposal of Coatings Containing Hazardous Materials

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors

51 00 50 Electronic Media Release

51 02 83 Hazardous Materials Survey and Analytical Results

Table of Contents

00 01 10 - 2

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Glen Canyon Dam, approximately 2 miles northwest of Page, Arizona, in Coconino County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Control ponding, seeping, and flowing leakage water in outlet works during relining operations.

B. Abrasive blast clean surfaces to remove corrosion and existing linings, create a surface profile, and apply a new lining system on interior surfaces of outlet works pipe 1 from bell mouth transition to hollow jet valve. Including manhole covers interior and exterior surfaces.

C. Abrasive blast clean surfaces to remove corrosion and existing linings, create a surface profile, and apply a new lining system on interior surfaces of outlet works pipe 2 from bell mouth transition to hollow jet valve. Including manhole covers interior and exterior surfaces.

D. Abrasive blast clean surfaces to remove corrosion and existing linings, create a surface profile, and apply a new lining system on interior surfaces of outlet works pipe 3 from bell mouth transition to hollow jet valve. Including manhole covers interior and exterior surfaces.

E. Abrasive blast clean surfaces to remove corrosion and existing linings, create a surface profile, and apply a new lining system on interior surfaces of outlet works pipe 4 from bell mouth transition to hollow jet valve. Including manhole covers interior and exterior surfaces.

F. Abrasive blast clean surfaces to remove corrosion and existing coating, create a surface profile, and recoat the exterior of exposed drain lines for outlet works pipes 1 and 2.

G. High pressure waterjet clean to remove corrosion and existing lining and apply new surface tolerant lining for drain lines on outlet works pipes 1 and 2.

H. Contain, handle, and dispose of hazardous coating materials.

1.03 SPECIFICATIONS REQUIREMENTS

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

Summary of Work

01 11 00 - 2

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

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

1.04 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations

(FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

1.05 ACRONYMS

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

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

END OF SECTION

Use of Site

01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

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

1. For each Contractor use site on Government land.

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

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

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

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

4) First-aid and medical facilities.

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

6) Temporary fences.

b. Describe methods to preserve, protect, and repair if damaged, vegetation

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

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

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

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

Use of Site

01 14 10 - 2

1.03 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 COR.

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

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

F. Staging area for equipment will be available at the dam. Additional storage areas will be provided at the facility yard, located approximately 2 miles from the powerplant, or the warehouse, located approximately 5 miles from the powerplant in the city of Page.

1. The available staging areas at the dam and the storage available at the facility yard and warehouse will be identified at the pre-construction with the Contractor.

2. The Government will not be liable for theft or damage to Contractor’s equipment and supplies while occupying the staging or storage area space.

3. The above staging and storage areas will be provided at no cost to the Contractor.

G. Shipments:

1. Contractor shall have personnel onsite to accept and store deliveries.

2. Shipments shall arrive no more than six weeks prior to construction start.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 RESTORATION

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

Work Restrictions

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 WORK HOURS AND RESTRICTIONS

A. Work hours are 6:00 a.m. to 6:00 p.m. Monday through Saturday. Work outside of these hours shall be coordinated with and approved by the COR at least 72 hours in advance.

The Contractor will only be allowed on site when an authorized Government representative (i.e., Government inspector) is present.

B. Material deliveries and removal of materials from jobsite shall be restricted to the hours

7:00 a.m. to 3:00 p.m. Monday through Friday. Material deliveries and removal of materials outside of these hours shall be approved by the COR at least 72 hours in advance. Material deliveries and removal of materials from jobsite shall not be made on weekends and holidays.

C. Material deliveries require inspections by the Government before being allowed onsite.

Coordinate deliveries with COR 24 hours in advance to avoid unanticipated delays during deliveries.

D. Only one outlet works pipe is allowed to be worked on at a time.

E. The allowable window for construction to be performed is November 1, 2023, through

April 30, 2025.

F. Work restrictions if water elevation approaches minimum power pool at 3490 feet in elevation.

1. If necessary, all four outlet pipes will be required for water deliveries if water elevation approaches or is below water elevation 3490 feet. The Government reserves the right to require the four outlet works pipes to be active and establish the duration for such event. The Contractor will receive notice from the COR at least 14 days in advance.

2. In the event that the four outlet works pipes are necessary for use of water deliveries, the Government reserves the right to stop Contractor work being performed under this contract.

Work Restrictions

01 14 12 - 2

3. There may be instances where the Government will require a portion of the outlet works with the possibility that one to three outlet works pipes may be available to continue the work. In these instances, the Government will work with the

Contractor to determine continued working conditions.

PART 2 PRODUCTS

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PART 3 EXECUTION

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 Price 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 or Bureau of Reclamation (Reclamation).

1. The following work may be concurrent:

a. GSU transformers, hydraulic elevator, overhead crane, or fire alarm system.

B. Fully cooperate and coordinate with other contractors to minimize impacts to the work on use of access routes, use of water and electrical power sources, use of staging areas, maintaining roads, scheduling and coordination for movement of equipment and delivery access to and through the outlet works site, complying with environmental requirements, and abiding by applicable safety regulations.

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

D. Discuss proposed changes in haul patterns with the Government and other contractors before making changes.

PART 2 PRODUCTS

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PART 3 EXECUTION

Coordination of Work with Other Contractors

01 14 22 - 2

Interruption of Service

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

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

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

2. Outline procedures for accomplishing work including:

a. 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. Interruption of service scheduling will depend upon power demand requirements and related operating conditions.

1. Interruption of services may be scheduled during off-peak periods, nights, or weekends.

2. High flow experiments may be conducted in April, or November, or both. The outlet works are required to be functional during the experiments.

Interruption of Service

01 14 30 - 2

B. Coordinate and schedule interruption of services with COR:

1. Coordinate work with Government operations.

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

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

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

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

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

D. Show construction interruption of services greater than 4 hours in the Contractor’s construction schedule.

E. All outlet works are required to be functional when water cannot be released through the powerplant. If the reservoir is below, or projected to be below, the minimum power pool of El. 3,490, all outlet works are required to be functional.

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. Payment: Lump sum price offered in Price Schedule A.

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

e. RFPs: Request for Proposal (Government generated document).

f. CMs: Contract Modifications.

g. Contractor Proposals.

h. Value Engineering Proposals.

i. Government Inspection Reports.

j. Invoices and Progress Payments.

k. Contract Schedules.

l. Meeting Agendas and Meeting Minutes.

m. Letters and Memos.

1.03 SUBMITTALS

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

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

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

2. Documentation of system capabilities.

3. Instructions for system use.

01 31 30 - 2

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

1. DVD or CD of documents uploaded to CDMS.

1.04 QUALIFICATIONS

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

1.05 CDMS REQUIREMENTS

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

Contract Documents.

B. Access:

1. Web-based:

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

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

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

a. Adobe Acrobat.

b. MS Word.

c. MS Excel.

d. MS Project.

e. 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. 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 prerogative of organizational project manager.

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

01 31 30 - 3

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 greater than 15 days without action).

6. Ability to link files; examples:

a. RFP linked to a CM.

b. Submittal linked to a Specification Section or Drawing.

C. Reports:

1. Generate reports that list and sort documents by status, examples include:

a. Submittals that have been approved.

b. Invoices paid to date.

c. RFIs under review.

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

3. Generate customizable summary reports, examples include:

a. Submittal Turn-around.

b. RFI Turn-Around.

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. Ability to link from an item in a report directly to item by clicking on it.

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

6. Capable of producing a complete and logically organized set of documents within

CDMS in both pdf and xml format.

D. Document Security and Backup:

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

01 31 30 - 4

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

a. Show parties that have access to a document.

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

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

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

a. Backups shall be in pdf format.

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

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:

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

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

c. When a reviewer has opened an item.

F. Submittal Tracking and Control:

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

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

3. Track date received, date response due, date returned, and approval status.

a. Status designations may be modified to fit Government standard designations - A/AAN/PAR/NA/ACK (Approved/Approved As

Noted/Partially Approved - Resubmit/Not Approved/Acknowledged).

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

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

01 31 30 - 5

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

G. RFI Tracking and Control:

1. Supply standard RFI form to enter information.

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

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

H. Inspection Reports Tracking and Control:

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

a. Daily Inspection Report (DIR).

b. Survey requests.

c. Plant inspection reports.

d. Testing reports.

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

CDMS.

I. Contract Modifications:

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

2. Supply ability to upload Government’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.

2. Ability to edit percent complete and payment amount each month. Format to be spreadsheet, e.g. 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.

01 31 30 - 6

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. 1st response to Memo

32 to be 32.1, 2nd response to be 32.2, etc.

3. Official correspondence from Government to Contractor shall contain

Government’s official letterhead and corresponding logos.

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

a. CDMS shall automatically assign sequential meeting numbers.

L. Miscellaneous Tracking and Controls. Ability to:

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

2. Filter logs based on criteria:

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

ACK/RWR).

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

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

4. Supply forms to match Government’s CM Form and Progress Payment Form or other forms when needed.

5. Track Cost Exposure with links to RFI and CM requests.

6. 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. Keyword search of documents in database.

8. Allow online Payment Requests by Contractor.

M. Budget and Funding Source Tracking:

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

01 31 30 - 7

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 IMPLEMENTATION

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

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

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

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

2. Scheduled submittal date.

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

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

1. Required Submittal Number (RSN).

2. Section Title.

3. Submittal Title.

4. Date Submitted.

5. Date of Response.

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

7. Days in Review.

8. Due Date.

D. CDMS shall be operational until final project closeout.

01 31 30 - 8

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

1. Developing Baseline Schedule: Include in lump sum price offered in Price

Schedule A for Mobilization and Preparatory Work.

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

1.02 DEFINITIONS

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

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

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

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

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling

Manual, 2004

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Oracle Primavera P6

Professional Project Management.

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

Construction Program to the CO.

01 32 10 - 2

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

1. Designation of authorized representative to develop and maintain Construction

Program. Include resume with training and experience.

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Primavera layout file (.plf).

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

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

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

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

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

1. This submittal is required for a proper invoice for progress payments in accordance with the clauses at FAR 52.232-27 - Prompt Payment for Construction

Contracts and WBR 1452.232-82 - Other Invoice Requirements. In accordance with subparagraph (a)(i)(A) of the clause at FAR 52.232-27 - Prompt Payment for

Construction Contracts, Government disapproval of this submittal will be considered failure of the Contractor to comply with contract requirements and payment due date may be delayed until 14 days after submittal contents are approved.

2. Include:

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

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

c. Primavera layout file (.plf).

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

e. Narrative report specifically stating status of project.

1) When negative float exists, cite specific actions and conditions which caused "behind schedule" condition and provide proposed

01 32 10 - 3 course of action to complete the project within the specified delivery time. When float changed from previous month’s updated schedule, explain reason for change.

2) List of Contractor-initiated changes to current schedule stating reason for action taken and unresolved issues relating to the

Construction Program. Government reserves the right to reject

Contractor-initiated changes to current schedule which negatively impact Government action which was initiated on the basis of current schedule.

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

f. Submittal Register:

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

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

3) This register document is separate from scheduling database.

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

1. Include:

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

b. Proposed revised schedule due to change or delay. Highlight or list added, changed, or deleted activities.

c. Primavera layout file (.plf).

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

e. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

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

1.06 GENERAL

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

01 32 10 - 4

1.07 SCHEDULES

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

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

Logically sequence activities.

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

Work Breakdown Structure (WBS). Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

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

“Contract Complete” shall have successor activities.

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR

52.211-10, Commencement, Prosecution, and Completion of Work; and relevant clauses and specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

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

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

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

Utilize Primavera P6 calendars to depict historical weather days that impact work.

Assign weather calendars to work impacted by weather.

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

20 workdays.

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

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR. Assign

Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number

(RSN) in activity description.

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

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

01 32 10 - 5

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

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

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

14. Use durations in units of whole workdays.

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

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

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

B. Baseline Schedule:

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

C. Updated Schedule:

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

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

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

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

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

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

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

01 32 10 - 6

1.08 TIME IMPACT ANALYSIS

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

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

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

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

3. Time extensions for performance will be considered only to the extent that the

Contractor’s current scheduled milestone dates exceed contract milestone dates.

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

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

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

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

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

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

1) Activity description.

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

3) Activity duration.

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

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

01 32 10 - 7

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

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

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

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

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

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

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

B. Updated schedules:

1. Submit updated Construction Program schedule monthly.

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

3. If updated schedule is not approved, revise and resubmit updated schedule within

7 calendar days following date of rejection letter.

4. The COR will schedule pre-submittal meeting with the Contractor’s representative each month to review draft updated schedule prior to the

Contractor submitting RSN 01 32 10-3, Updated Schedule.

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

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

1.10 FAILURE TO COMPLY

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

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

01 32 10 - 8

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-20 Decimal-inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

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: Considered “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.

2. I - Informational:

a. Government will acknowledge receipt of Informational submittals.

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

c. Informational Submittals: Considered “shop drawings” within terms of the clause at FAR 52.236-21, Specifications and Drawings for

Construction, except that approval by Government is not required.

01 33 00 - 2

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.

4. Provide a unique transmittal number for each submittal.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

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

c. Date.

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

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

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

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AUTOCAD, Version

2018 or later.

3) Compile using “eTransmit” utility in AUTOCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Drawings Designated as “Government Format” in Specifications:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Title block and sheet format:

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

2) Government will provide template.

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

6. Final Drawings:

01 33 00 - 3

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

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

Indicate changes by clouding.

7. Electronic Files: On CD or DVD discs.

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. Sample Submittals:

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. Xerographic sheets for color selection are not acceptable.

4. Color Chips: Sample paint chips. Ink color reproductions are not acceptable.

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

1.05 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 listed items for RSNs with multiple parts.

01 33 00 - 4

C. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of

Submittals.

1. 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.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

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

2. Describe reasons for significant changes in transmittal letter.

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

4. Requirements for initial submittals apply to resubmittals.

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

1.06 REVIEW OF SUBMITTALS

A. Time Required:

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

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

B. Time in Excess of Specified:

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

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

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

01 33 00 - 5

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if 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 clause at FAR

52.242-14, Suspension of Work; however, no such delay shall be deemed to be a

“suspension order” as 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: 1 set of submittals required for action will be returned either approved, approved with comments or not approved.

a. Revise and resubmit submittals not approved.

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

3. Informational Submittals: Government will acknowledge Informational submittals.

a. Informational submittals will not be returned when they satisfy contract requirements.

b. Informational submittals that do not satisfy contract requirements 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, Glen Canyon Field Division, Bureau of

Reclamation, Attn. GC-100, P.O. Box 1477, Page, AZ 86040-1477.

3. Technical Service Center, Bureau of Reclamation, Attn: 86-68160, P.O. Box

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

B. Send original transmittal letter with appropriate number of sets to office listed in

“Responsible Code” column in Table 01 33 00A - List of Submittals.

01 33 00 - 6

1. Responsible codes starting with “86-6” are located in Technical Service Center.

Send these submittals to the TSC address shown above.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code, but show “Sets to be sent” in Table 01 33 00A - List of Submittals.

D. When “Sets to be sent” is 0, send a copy of transmittal letter to that office.

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

Submittals:

1. Submit in accordance with this section.

2. Submit to COR, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information

** CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative, and TSC indicates

Technical Service Center. CDMS indicates Contract Document Management System.

RSN

Clause or

Section

Title

Submittals required Due date or delivery time

Type

Respon-sible code

Sets to be sent: **

CO COR TSC

01 14 10-1 Use of Site Land Use and

Landscape

Rehabilitation Plan

At least 90 days before onsite work begins

A COR CDMS

01 14 30-1 Interruption of

Service

Interruption of

Service Request

At least 14 days before onsite work begins

A COR CDMS

01 31 30-1 Contract

Document

Management

System

Approval Data Within 7 days of

Award

A COR 1 1 1

01 31 30-2 Contract

Document

Management

System

Final Data Within 14 days of completion of work

I COR 1 1 1

01 32 10-1 Construction

Program

Representative

Information

Within 7 days after receipt of Notice of

Award

I COR CDMS

01 32 10-2 Construction

Program

Baseline Schedule Within 21 days after receipt of Notice to

Proceed

A COR CDMS

0 2 2

01 32 10-3 Construction

Program

Updated Schedule

Reports

With monthly requests for progress payments

A COR CDMS

01 32 10-4 Construction

Program

Time Impact

Analysis

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

Or

With proposal for future modification, value engineering proposal, or request or claim for equitable adjustment to the contract.

01 35 10-1 Safety Data

Sheets

Complete LHM

And SDS

At least 14 days before jobsite delivery of hazardous material

I COR CDMS

01 35 10-2 Safety…