Attachment_3_-_SEED_Specifications.pdf

U.S. Department of the Interior August 2023

Unit 1 Rotor Crack Repair Mt. Elbert Pumped Storage Powerplant

Fryingpan-Arkansas Project, Colorado

Missouri Basin Region

Mt. Elbert Pumped Storage Powerplant

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 10 Other Contracts 01 14 10 Use of Site 01 14 12 Work Restrictions 01 14 30 Interruption of Service 01 31 19 Project Management and Coordination 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 54 20 Use of Government Crane 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 60 00 Product Requirements 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents 01 81 05 General Performance Requirements

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Lower Baffle Plate Photographs 51 02 82 Hazardous Materials Survey and Analytical Results 51 10 28 Magnetic Particle Inspection Report 51 10 38 Visual Inspection Documentation

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Table of Contents

00 01 10 - 2

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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 Mt. Elbert Pumped Storage Powerplant approximately 20 miles south-southwest of Leadville, CO via US Highway 24 (US 24) and Colorado Highway 82 (CO 82), 24 miles north-northwest of Buena Vista, CO via US 24 and CO 82, and 144 miles from Denver International Airport via Interstate 70 (I-70), US 24, and CO 82.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Work includes:

1. Rotor Repair Design.

2. Rotor Repair Construction:

a. Construction Mobilization and Preparation.

b. Construct and Install Rotor Repair.

c. Inspect Rotor Assembly.

d. Commissioning.

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, 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.

Summary of Work

01 11 00 - 2

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION

Other Contracts

01 12 10 - 1

SECTION 01 12 10

OTHER CONTRACTS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost: Include in prices offered in the Price Schedules for other items of work.

1.02 OTHER WORK

A. Other work that may be performed in the vicinity of the work by other contractors includes the following:

1. Shaft Seal Replacement.

2. Protection and Annunciation Systems Replacement.

3. SFC Input and Output Switchgear Modifications.

4. Cooling Water Pump Replacement.

5. Water Treatment Replacement.

6. Control Room Chiller Replacement.

7. 230 kV Cable Repair.

B. Cooperate and coordinate with other contractors on:

1. Access to and use of work areas and contractor use areas.

2. Use of temporary utilities.

3. Maintaining dust-free operations.

C. Cooperate and coordinate with Government personnel.

PART 2 PRODUCTS

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PART 3 EXECUTION

Other Contracts

01 12 10 - 2

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost: Include in prices offered in the Price Schedules for other items of work.

1.02 SUBMITTALS

A. Submit 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:

1) Buildings and service areas including storage areas.

2) Parking areas.

3) Utilities including air, power, and water lines.

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

b. Describe location, construction, operation, maintenance, and removal of construction facilities on Government land.

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

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

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

1.03 PROJECT CONDITIONS

A. Designated parking areas on Government property may be used for required construction facilities. The generator erection and crane bay with access to the rotor pedestal may not be used for construction facilities.

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

C. Housing for construction personnel will not be permitted on Government land.

Use of Site 01 14 10 - 2

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

1.02 WORK RESTRICTIONS

A. Maintain Government access to Mt. Elbert Pumped Storage Powerplant and other facilities at all times.

B. Allowable Work Hours, except for commissioning, at Mt. Elbert Pumped Storage Powerplant:

1. Monday through Thursday: 7:00 a.m. to 4:30 p.m.

2. Alternate work schedules, including Fridays, Saturdays, night work, and extended shifts, shall be submitted in writing to COR 21 business days in advance of proposed schedule.

C. No work will be allowed during Federal holidays or Sundays.

D. Two Design Outages Allowed:

1. Duration: 5 calendar days each.

2. Purpose: Field verifications for design.

3. Coordinate and schedule in accordance with 01 14 30 – Interruption of Service.

4. Government will not remove equipment or perform major disassembly.

E. Construction Outages:

1. Coordinate and schedule in accordance with 01 14 30 – Interruption of Service.

2. Government will not remove equipment or perform major disassembly. Refer to

Section 01 81 05 paragraph 1.06.

F. Commissioning:

1. Pumping: Approximately 7 p.m. to 7 a.m.

2. Generating: Approximately 7 a.m. to 7 p.m.

3. Coordinate with Government.

4. Government will conduct commissioning within 6 months after completion of rotor repairs.

Work Restrictions

01 14 12 - 2

G. Access to Work Area:

1. Government will unlock/lock vehicle gates providing access to tailrace deck at beginning and end of shifts.

2. Unescorted access to tailrace deck and powerplant doors at Level 6, erection bay.

3. Call construction inspector, COR, or operator for access through powerplant doors.

H. Contractor personnel shall sign in and out of powerplant visitor log every day. A contractor specific log will be located on Level 6 adjacent to large lift door.

I. Access to powerplant will remain locked outside of allowable working hours and commissioning.

J. Access powerplant via south doors on Level 6.

1. Contractor’s use of established roadways and parking areas subject to restrictions of Section 01 55 00 paragragh 3.02.A.

2. Do not impede emergency vehicle access to powerplant doors.

K. Photography and videography of powerplant facilities and equipment for work requirements under this contract:

1. Photographs and videos taken of powerplant facilities shall be used for completing contract work requirements.

2. Government may review and remove photographs and videos of powerplant facilities.

3. Other use of photographs is prohibited, including publishing of photographs without written permission of CO.

4. Government will be present during videography or photography.

a. Contractor shall be responsible for completeness of photography and videography documenting as-found and as-left conditions.

b. Turn over recorded media to Government.

PART 2 PRODUCTS

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PART 3 EXECUTION

Interruption of Service

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost: Include in prices offered in the Price Schedules for other items of work.

1.02 SUBMITTALS

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

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

1. Written request for each proposed outage. Include the following in each request:

a. Equipment that will be out of service.

b. Commencement time of interruption of service.

c. Duration of interruption of service. For construction outage, include breakdown of anticipated durations for:

1) Government to remove rotor assembly from generator and place on work pedestal.

2) Contractor activities while rotor is on pedestal.

3) Government to reassemble generator and perform unit alignment.

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

e. Outline of work to be performed including but not limited to:

1) Specific safety precautions to be taken.

2) Type and location of barricades.

3) Warning signs.

4) Protective grounds and devices to be used.

5) Number of personnel and their classification.

6) Description of equipment to be used.

f. Evidence that required equipment and materials are onsite or data indicating shipping dates of equipment and materials not onsite.

1.03 PROJECT CONDITIONS

A. Interruption of Service Window: Refer to Section 01 14 12 – Work Restrictions.

B. Coordinate and schedule interruption of services with COR:

Interruption of Service

01 14 30 - 2

1. Coordinate work with Government operations and other contractors.

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

a. Materials and equipment required for work are onsite.

b. Prepared to start and complete work during specific interruption of service period as requested.

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

4. Government may schedule interruption of services for any period during 24 hours per day, any day of week.

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

D. Show construction interruption of services in construction schedule.

PART 2 PRODUCTS

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PART 3 EXECUTION

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost: Include in prices offered in the Price Schedules for other items of work.

1.02 SUBMITTALS

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

B. RSN 01 31 19-1, Pre-Design Meeting Agenda:

1. Requested date and time of meeting.

2. Attendees and affiliations.

3. Preliminary layout drawings.

4. Provide at meeting:

a. Scope of work.

b. Proposed schedule.

c. Schedule of future Design Progress Review Meetings.

1) Schedule meetings no more than 14 days apart and separate from Weekly Coordination Meetings.

2) Furnish a schedule of design and progress meetings to COR for approval.

C. RSN 01 31 19-2, Pre-Design Meeting Minutes:

1. Include date, time, and list of attendees.

2. Summary of topics discussed.

3. List of action items including the following:

a. Description of action item.

b. Responsible party.

c. Date to be completed.

D. RSN 01 31 19-3, Design Progress Review Meeting Documentation:

1. Provide agenda.

2. 2-week look-ahead schedule covering applicable design review items and tasks.

3. Work completed to date.

Project Management and Coordination 01 31 19 - 2

4. Meeting minutes from the previous design progress meeting:

a. Include date, time, and list of attendees.

b. Summary of topics discussed.

c. List of action items including the following:

1) Description of action item.

2) Responsible party.

3) Date to be completed.

E. RSN 01 31 19-4, Weekly Coordination Meeting Documentation:

1. Provide agenda.

2. 3-week look-ahead schedule covering the following as applicable:

a. Design review items and tasks.

b. Shop fabrication review items and tasks.

c. Construction review items and tasks.

3. Work completed to date.

4. Meeting minutes from the previous weekly coordination meeting to include the following:

a. Include date, time, and list of attendees.

b. Summary of topics discussed.

c. List of action items including the following:

1) Description of action item.

2) Responsible party.

3) Date to be completed.

1.03 COORDINATION

A. The following meetings are considered significant, but do not relieve the Contractor from the responsibility of attending other meetings required by the specifications.

Preconstruction Conference described in clause, Preconstruction Conference, is a separate meeting requirement from the listed meetings:

1. Pre-Design Meeting:

a. Date: No later than 30 days after Notice to Proceed and prior to performing work on the required RSNs for the equipment.

b. In person at Eastern Colorado Area Office in Loveland, Colorado.

c. Meeting length: Not to exceed 8 hours.

01 31 19 - 3

d. Purpose: Review drawings, data, and technical requirements of specifications for the project.

e. Attendees:

1) Contractor’s project manager, project engineer, and quality control supervisor.

2) Responsible engineering representatives who fully comprehend the specifications with respect to technical requirements, equipment to be furnished, and coordination necessary to complete the design.

3) COR, project manager, project engineer, safety personnel, and other required Government staff.

4) Contractor’s senior safety officer.

5) Government regional cyber security personnel.

2. Design Progress Review Meetings:

a. Held at Eastern Colorado Area Office or remotely through Microsoft

Teams.

b. At a minimum, one meeting per quarter.

c. Meeting length: Not to exceed 8 hours.

d. Purpose: Review drawings, data, and technical requirements of specifications for the project.

e. Attendees:

1) Contractor’s project manager, project engineer and design engineers.

2) Responsible engineering representatives who fully comprehend the specifications with respect to technical requirements, equipment to be furnished, and coordination necessary to complete the design.

3) COR, project manager, project engineer, safety personnel, and other required Government staff.

3. Weekly Coordination Meetings:

a. Held remotely through Microsoft Teams during design and at Mt. Elbert

Pumped Storage Plant during construction.

b. Meeting length: Not to exceed 2 hours.

c. Attendees as required:

1) Contractor’s project manager, project engineer, superintendent, and quality control supervisor, and any pertinent subcontractors.

2) Responsible engineering representatives who fully comprehend the specifications with respect to technical requirements, equipment to be furnished, and coordination necessary to complete the design.

01 31 19 - 4

3) COR, project manager, project engineer, safety personnel, and other required Reclamation staff.

d. Purpose:

1) Review drawings, data, and technical requirements of the specifications. Schedule, Progress, and Coordination:

a) Review safety, progress made, schedule, project issues, submittals, Request for Information (RFI), and resolution necessary to meet specifications requirements.

b) Review dates that activities were started and completed, remaining duration, and percent complete.

c) Review submittals register, submittals currently in review and approval, and meeting submittals due dates or delivery time frames.

d) Provide 3-week look-ahead schedule at least 3 Federal business days before start of meeting.

e) Review as-built drawings.

f) Provide meeting minutes from the previous weekly meeting.

2) Discuss design and schedule.

4. Coordinate date and time with COR.

PART 2 PRODUCTS

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PART 3 EXECUTION

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost: Include in prices offered in the Price Schedules for other items of work.

1.02 DEFINITIONS

A. Cost Loading: Assigning planned activity contract value to activities in a schedule.

B. Out-of-Sequence Work: Activity that starts before its predecessor activities are completed.

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

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

E. Schedule: 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 project.

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual-2004 Construction Planning and Scheduling

Manual

1.04 SUBMITTALS

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

1. Database files in format compatible with Oracle Primavera P6 Professional

Project Management.

2. Schedule and analysis data electronically.

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

Construction Program to CO.

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

1. Designation of authorized representative to develop and maintain Construction

Program.

Construction Program 01 32 10 - 2

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

1. Include:

a. Construction Program/Schedule database (.xer or .xml file).

b. Primavera layout files (.plf).

c. Narrative explanation of project schedule development:

1) Include impacts of resource limitations and weather conditions on project schedule development.

2) Definition of project calendars.

d. Gantt chart, (bar chart), for project on 11-inch 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.

1) Correlate resources with schedule assumptions and offered price.

2) Tabular listing of resources does not require resource loading in a schedule database.

g. Cash flow reports that provide required data for Earned Value Analysis.

h. Activity value report.

CI. 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, Prompt Payment for Construction Contracts.

a. In accordance with the clause at, 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 will be delayed until 14 days after submittal contents are approved.

2. Earned Value in Cost Loaded Schedule represent contract value of activities completed and may not directly correlate with progress payment requests:

a. Earned Value matches physical percent complete of construction activities.

b. Progress Payments for construction activities may require additional supporting documentation in accordance with the Contract.

3. Include:

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

b. Narrative report specifically stating status of project.

01 32 10 - 3

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

a) 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.

3) 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.

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

d. Primavera layout files (.plf).

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

f. Cash flow reports that provide required data for Earned Value Analysis.

g. Activity value report.

h. Submittal register:

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

2) Update Submittal Register monthly to include submittals and revised submittals with dates and status.

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 added, changed, or deleted activities.

c. Primavera layout files (.plf).

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

1) Schedule prior to change or delay event which Time Impact

Analysis is being compared.

2) Schedule showing effect of change or delay event.

e. Narrative report explaining results and conclusions.

Construction Program 01 32 10 - 4

F. RSN 01 32 10-5, Schedule of Values:

1. Submit a breakdown, in sufficient detail, for all lump-sum Contract Line Item

Numbers listed in Price Schedules to determine the value of progress payments.

Do not include mobilization and preparatory work item.

1.05 QUALIFICATIONS

A. Representative:

1. Experienced in developing and maintaining construction schedules.

Knowledgeable of activities and progress onsite to develop and maintain accurate and reliable schedules.

2. Experience shall include scheduling for at least two other projects of comparable complexity using Primavera P6.

1.06 GENERAL

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

1.07 SCHEDULES

A. Prepare construction schedules using Critical Path Method, under concepts and methods 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).

a. Utilize WBS in lieu of activity codes for organization of schedule.

b. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

c. Use unique activity ID prefix for activity IDs corresponding to WBS within the appropriate WBS.

3. If an activity is deleted from the schedule, do not reuse activity ID for a new activity.

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

“Contract Complete” shall have successor activities.

5. Meet contract requirements:

a. Milestone(s) in accordance with clause, Commencement, Prosecution, and Completion of Work.

b. Other relevant clauses and specification sections.

01 32 10 - 5

c. Include:

1) Activity or project date constraints for interim milestone dates, Government interface dates, contract completion date, work restrictions, other time or seasonal constraints, and other schedule constraints.

2) Work of subcontractors, Government interfaces, and contract milestones.

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

a. Provide a narrative explaining the expected weather and plan for incorporation in schedule.

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

a. Utilize Primavera P6 calendars to depict historical weather days that impact work. Assign weather calendars to work impacted by weather.

7. Define activities to the level of detail resulting in planned or remaining 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.

9. Assign Government submittal review activities to a 7-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number, (RSN), in activity description.

10. 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.

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

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

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

14. Use finish to start logic relationships between activities.

a. Do not utilize start to start, finish to finish, or start to finish logic relationships.

01 32 10 - 6

b. Do not use negative lead or lag times.

15. Use durations in units of whole workdays.

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

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

18. Establish workday calendar(s) and use these in the schedule to translate activity's workday duration into calendar dates.

a. Use unique calendar names; do not use software default calendar names.

b. Save calendars as project calendars, not global calendars.

B. Cost Loading:

1. Cost loading is defined as Contractor earnings based on payments from

Government to contractor.

2. Input contract values in “Expenses, Planned Expenses Costs” column in

Primavera P6 database.

3. Allocate contract value to schedule activities per CLIN amounts in accordance with contract requirements and Measurement and Payment clauses in specifications.

4. Provide a Schedule of Values for Lump Sum CLIN's. Coordinate content for Schedule of Values with COR prior to submitting schedule.

5. Assign values to appropriate activities:

a. Total of activity values equal total contract value.

b. Every activity does not require a value. For example, submittals, submittal reviews, and manufacturing typically do not have values.

6. Include separate schedule activities to depict amount and timing of payment, if necessary, such as delivery activities.

7. Generate Activity value report showing value of each activity. Include:

a. Activity ID.

b. Activity Name.

c. CLIN.

d. Planned Cost.

e. Actual Cost.

f. Budget at Completion.

g. Remaining Cost.

8. Generate Cash flow reports showing estimated monthly earned value of activities.

01 32 10 - 7

a. Report showing each activity cash flow for project duration.

b. Report showing cumulative monthly cash flow for project duration, including:

1) Budgeted cost of work scheduled or the planned value (PV) of work at monthly intervals.

2) Budget at Completion (BAC).

3) Earned Value Graph (i.e., S-curve with estimated costs).

4) Actual cost (AC) of work performed for each month and the current cumulative amount.

5) Estimated physical percent complete of activity.

6) Earned Value (EV) of work performed for each month and the current cumulative amount.

7) Cost variance (CV).

8) Schedule variance (SV).

9) Cost performance index (CPI).

10) Schedule performance index (SPI).

11) Estimate to complete (ETC).

12) Estimate at completion (EAC).

9. Assign contract values for contract modification activities.

C. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work.

2. Do not include actual start dates, percent completes, or actual finish dates.

D. Updated Schedule:

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

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

b. Reported dates should be consistent with Government and Contractor documentation.

c. Discuss and mutually agree upon changes to schedule. Government may reject Contractor-initiated changes to current schedule that negatively impact Government action initiated based on current schedule.

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

2. Assign unique project file name for each schedule update.

01 32 10 - 8

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

4. Actual Start and Actual Finish dates beyond the data date of the schedule are not allowed.

5. When scheduling progressed activities, use retained logic.

6. 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.

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, manufacture schedules, material orders, construction seasons, labor, and equipment utilization.

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

1) Activity description.

01 32 10 - 9

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

3) Activity duration.

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

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

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

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

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

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

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

B. Updated Schedules:

1. Submit updated Construction Program schedule monthly.

2. Submit updated schedule at least 7 days prior to 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 Reports.

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.

01 32 10 - 10

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

PART 2 PRODUCTS

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

1.02 DEFINITIONS

A. Days: Calendar days.

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

C. Submittals:

1. Shop drawings means drawings, submitted to Government by Contractor, subcontractor, or any lower tier subcontractor showing in detail (1) proposed fabrication and assembly of structural elements, and (2) installation (i.e., fit and attachment details) of materials or equipment.

2. Includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by Contractor explaining in detail specific portions of the work required by the contract.

3. Government may duplicate, use, and disclose in any manner and for any purpose shop drawings deliver under this contract.

D. Submittals: Considered “shop drawings” within the terms of the clause at , Specifications and Drawings for Construction.

1.03 REFERENCE STANDARDS

A. National Institute of Building Sciences (NIBS)

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

1.04 SUBMITTAL REQUIREMENTS

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

B. General:

1. Prepare in English.

Submittals

01 33 00 - 2

2. Label with contract number and title and RSN.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

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

c. Date.

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

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

4. Draw to scale using computer drafting:

a. In accordance with NIBS NCS.

b. Electronic file format: Compatible with AutoCAD, version 2021 or later.

c. Compile using “eTransmit” utility in AutoCAD.

d. Government will provide electronic AutoCAD format template.

e. Title block and sheet format:

1) As shown on Standard Drawing 40-D-7102.

2) Government will supply template.

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

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

Indicate changes by clouding.

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 the 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.

01 33 00 - 3

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Bookmark longer files to assist in navigating file.

2. Contents:

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

b. Schematics and wiring diagrams.

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

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

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will not be reviewed.

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

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

1. Electronic Submittals:

a. In Portable Document Format (.pdf).

1) Optical Character Recognition (OCR).

2) 508 compliant.

3) RSNs having more than one requirement shall be bookmarked.

4) RSNs with requirements for files other than .pdf (e.g., .xer, .plf, .dwg) shall be combined using WinZip.

5) Include RSN transmittal letter.

6) Each submittal shall be submitted as one PDF or WINZip (only when multiple file types are required).

b. Personally Identifiable Information (PII) shall be encrypted using WinZip or Adobe Acrobat before transmitting electronically.

2. Submit electronic submittals via Microsoft Teams:

a. Access to Microsoft Teams will be made available for transmission of submittals, correspondence, and information sharing following Notice to Proceed.

01 33 00 - 4

b. Submittals received after 5:00 p.m. Mountain Time shall be documented as received the next business day.

D. Include the following information in transmittal letters:

1. Cover Letter:

a. Contract number and title.

b. RSN for attached submittal.

c. Responsible code.

d. Identify submittal as initial or resubmittal.

2. Submittal contents following cover letter. Include all listed items for RSNs with multiple parts.

E. Resubmittal of submittals not approved:

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

Resubmitted drawings shall include a revision block with date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 days after receiving comments.

4. Requirements for initial submittals apply to resubmittals.

5. Resubmittals shall be complete submittals without reference to the original submittal.

F. Submit each RSN under a separate transmittal letter. Multiple RSNs submitted under a single letter will not be reviewed.

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 the date the response is uploaded to Microsoft Teams.

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.

Submittals 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 extent that:

a. Approval was required under contract,

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, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Submittal Response:

1. Response letter will indicate whether submittal is acceptable, not acceptable, approved, not approved, or acknowledged receipt:

a. Submittals that are not approved shall be revised and resubmitted.

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

2. RSNs reviewed by the CO may not be responded to unless considered deficient.

1.07 TRANSMITTAL

A. Microsoft Teams access will be established for uploading correspondence and transmittals listed in Table 01 33 00A - List of Submittals.

B. 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

Submittals 01 33 00 - 6

Table 01 33 00A – List of Submittals

* CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title

Submittals required

Due date or delivery time

Respon sible code

Sets to be sent: *

CO COR

1 Performance and Payment Bonds – Construction 52.228-15

Performance and Payment Bonds

Within 10 calendar days after award

CO 1

electronic

2 Insurance-work on a Government Installation

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

Before commencing onsite work

CO 1

electronic

3 Liability Insurance Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

CO 1

electronic

4 Release of Claims Release of Claims (DI-137) against the Government

After completion of the work and prior to final payment

CO 1

electronic

5 Personal Identity Verification

SF-85 and OF- 306 for each employee and subcontractor employee working on site

Within 10 days after receipt of Notice to Proceed (NTP) or 28 days before commencing work (for new hire)

CO 1

electronic

6 Labor Standards Data

1) List of Subcontractors

Within 14 days after the preconstruction meeting

COR 1

electronic electronic

7 Labor Standards Data

2) Statement and acknowledgement Form (SF-1413) for each subcontract

Within 14 days after the preconstruction meeting

COR 1

electronic electronic

Submittals 01 33 00 - 7

Table 01 33 00A – List of Submittals

* CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title

Submittals required

Due date or delivery time

Respon sible code

Sets to be sent: *

CO COR

8 Payrolls and Basic Records

Copies of all payrolls

Weekly for each week of contract performance

COR 1

electronic encrypted electronic encrypted

9 Site Security List of contractor and subcontractor employees

At least 28 days prior to arriving at worksite

COR 0 1

electronic encrypted

10 Site Security List of vehicles and equipment to be brought on site

At least 28 days prior to arriving at worksite

COR 0 1

electronic encrypted

11 Superintendence by the Contractor

Site Superintendent

Submitted and accepted at least 28 days before mobilization

COR 0 1

electronic

01 14 10-

Use of Site Land Use and Landscape Rehabilitation Plan

Submitted and approved before mobilization

COR 0 1

electronic

01 14 30-

Interruption of Service

Interruption of Service Request

Required before each interruption of service: 65 days prior to design outage and 135 days prior to construction outage.

COR 0 1

electronic

01 31 19-

Project Management and Coordination

Pre-Design Meeting Agenda

At least 28 days before planned meeting

COR 0 1

electronic

01 31 19-

Project Management and Coordination

Pre-Design Meeting Minutes

Within 7 days after the meeting

COR 0 1

electronic

01 31 19-

Project Management and Coordination

Design Progress Review Meeting Documentation

At least 3 business days before each meeting

COR 0 1

Submittals 01 33 00 - 8

Table 01 33 00A – List of Submittals

* CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title

Submittals required

Due date or delivery time

Respon sible code

Sets to be sent: *

CO COR

01 31 19-

Project Management and Coordination

Weekly Coordination Meeting Documentation

At least 3 business days before each meeting

COR 0 1

electronic

01 32 10-

Construction Program

Representative Information

Submitted 21 days after NTP

COR 0 1

electronic

01 32 10-

Construction Program

Baseline Schedule

Submitted 21 days after NTP

COR 0 1

electronic

01 32 10-

Construction Program

Updated Schedule Reports

Monthly with requests for progress payments

COR 0 1

electronic

01 32 10-

Construction Program

Time Impact Analysis

Within 28 days after the CO directs a contract change or requests proposal for a future modification, with value engineering proposal, or with request for equitable adjustment.

CO 1

electronic electronic

01 32 10-

Construction Program

Schedule of Values

Submitted and approved before any payment other than bonds and insurance

COR 0 1

electronic

01 35 10-

Safety Data Sheets Complete LHM and SDS

Submitted and approved at least 28 days before jobsite delivery of hazardous material

Submittals 01 33 00 - 9

Table 01 33 00A – List of Submittals

* CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title

Submittals required

Due date or delivery time

Respon sible code

Sets to be sent: *

CO COR

01 35 10-

Safety Data Sheets Updated LHM and SDS

Submitted and approved at least 28 days before jobsite delivery of hazardous material not previously listed

COR 0 1

electronic

01 35 20-

Safety and Health Safety Program Submitted and accepted before mobilization

COR 0 1

electronic

01 35 20-

Safety and Health Monthly Accident Summary Reports

Monthly COR 0 1 electronic

01 35 20-

Safety and Health Respirator User Documentation

Submitted and accepted 28 days before work requiring a respirator

COR 0 1

electronic encrypted

01 35 20-

Safety and Health Exposure Assessment Form

Submitted and accepted before mobilization

COR 0 1

electronic encrypted

01 35 20-

Safety and Health Other Training Certificates

Submitted and accepted at least 28 days before mobilization

COR 0 1

electronic encrypted

01 35 20-

Safety and Health Pandemic Notification

Submitted within 24 hours of detection

COR 0 1

electronic encrypted

01 35 20-

Safety and Health Employee Return to Work Documentation

Submitted and accepted before being allowed to return to work

COR 0 1

electronic encrypted

01 35 30-

Contractor’s Onsite Safety Personnel

Qualifications Submitted and accepted before mobilization

COR 0 1

electronic encrypted

01 35 30-

Contractor’s Onsite Safety Personnel

CIH Inspection Reports

Monthly COR 0 1

Submittals 01 33 00 - 10

Table 01 33 00A – List of Submittals

* CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title

Submittals required

Due date or delivery time

Respon sible code

Sets to be sent: *

CO COR

01 35 30-

Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Weekly COR 0 1 electronic

01 46 00-

Quality Procedures

Contractor’s Quality Control Program

Submitted and approved before mobilization

COR 0 1

electronic

01 46 00-

Quality Procedures

Contractor’s Daily Reports

Weekly COR 0 1 electronic

01 46 00-

Quality Procedures

Quality Control Supervisor Resume

Submitted and approved before mobilization

COR 0 1

electronic encrypted

01 46 00-

Quality Procedures

Contractor’s Quality Testing Plan

Submitted and approved before mobilization

COR 0 1

electronic

01 46 00-

Quality Procedures

Summary of Test Results

Monthly COR 0 1 electronic

01 54 20-

Use of Government Crane

Crane Use Schedule

Submitted and approved at least 7 days before crane is required

COR 0 1

electronic

01 55 00-

Vehicular Access and Parking

Pre-construction Video Recording and Photos

At least 21 days before mobilization

COR 0 1

electronic

01 55 00-

Vehicular Access and Parking

Post-construction Video Recording and Photos

Within 14 days after completion of construction activities

COR 0 1

electronic

01 56 10-

Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before start of construction activities

COR 0 1

electronic

01 56 10-

Protection of Existing Installations

Initial Construction Site Digital Recording

At least 21 days before mobilization

COR 0 1

electronic

01 56 10-

Protection of Existing Installations

Post- Construction Site Digital Recording

Within 14 days after completion of construction activities

Submittals 01 33 00 - 11

Table 01 33 00A – List of Submittals

* CO indicates Contracting Officer, COR indicates Contracting Officer’s Representative.

RSN Clause or Section Title

Submittals required

Due date or delivery time

Respon sible code

Sets to be sent: *

CO COR

01 74 00-

Cleaning and Waste Management

Waste Production and Disposal Plan

Submitted and approved at least 28 days before mobilization

COR 0 1

electronic

01 74 00-

Cleaning and Waste Management

Waste Production and Disposal Records

Within 14 days of waste disposal

COR 0 1

electronic

01 74 00-

Cleaning and Waste Management

Environmental Consultant Resume

At least 28 days before beginning environmental assessment

COR 0 1

electronic encrypted

01 74 00-

Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

COR 0 1

electronic

01 78 30-

Project Record Documents

Final Drawings Within 28 days after completion of commissioning

COR 0 1

electronic

01 81 05-

General Performance Requirements

45-Percent Design

Within 120 days of issuance of

NTP

COR 0 1

electronic

01 81 05-

General Performance Requirements

45-Percent Comment Response

Within 7 days of receipt of comments

COR 0 1

electronic

01 81 05-

General Performance Requirements

90-Percent Design

Within 120 days of acceptance of

RSN 01 81 05-2

COR 0 1

electronic

01 81 05-

General Performance Requirements

90-Percent Comment Response

Within 7 days of receipt of comments

COR 0 1

electronic

01 81 05-

General…