Attachment_J_3_Specifications_1.pdf

Mt. Elbert Pumped Storage Powerplant Unit 1 Rotor Crack Repair

Table of Contents

00 01 10 - 1

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 20 05 Cost Estimating Requirements 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 On-site 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 02 82 Hazardous Materials Survey and Analytical Results 51 40 00 Cost Estimating Guides

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Table of Contents

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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 the Mt. Elbert Pumped Storage Powerplant approximately 20 miles south-southwest of Leadville, CO via 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 Highway 70 (I-70), US 24, and CO 82.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Work includes:

1. Crack Repair Design.

2. Crack Repair Construction:

a. Construction Mobilization and Preparation.

b. Miscellaneous Work of Unknown Requirements

c. Construct Crack Repair.

d. Inspect Rotor Assembly.

e. 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:

Summary of Work

01 11 00 - 2

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION

Other Contracts

01 12 10 - 1

SECTION 01 12 10

OTHER CONTRACTS

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 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 Piping Replacement.

5. Water Treatment Replacement.

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:

1. 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 the Government in vicinity, or with reservations made by the Government for use of such land.

Use of Site 01 14 10 - 2

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

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

1.02 WORK RESTRICTIONS

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

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

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

2. Alternate work schedules shall be submitted in writing to the COR, including

Fridays, Saturdays, night work, and extended shifts, 21 business days in advance of the proposed schedule.

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

D. Two Outages Allowed:

1. Duration: 5 calendar days each.

2. Purpose: Field verifications for design.

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

E. Other Anticipated Unit Outages:

1. Unit will be down from 9/30/2022 to 11/15/2022.

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

F. Commissioining:

1. Pumping: Approximately 7 pm to 7am.

2. Generating: Approximately 7 am to 7pm.

3. Coordinate with Government.

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

G. Access to Work Area:

Work Restrictions

01 14 12 - 2

1. Unescorted access through powerplant gate to powerplant door.

2. Ring doorbell for access through powerplant gate.

3. Access restriction at powerplant door.

4. Contractor personnel will be positively identified at the powerplant door.

5. Once identity of personnel is verified and Contractor’s representative has signed the special work permit defining work area, Contractor personnel can work during allowable work hours.

H. Contractor personnel shall sign in and out of the powerplant visitor log every day. Log is located on Level 10 across from the control room.

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

J. Powerplant access is via the east door on Level 10. Contractor employees shall park personal vehicles in the east parking lot.

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

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

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

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

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

c. 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.

d. Commencement time of interruption of service.

e. Duration of interruption of service.

f. Number of personnel and their classification.

g. Description of equipment to be used.

h. Information indicating 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 the COR:

1. Coordinate work with Government operations and other contractors.

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

a. Ensure materials and equipment required for work is onsite.

Interruption of Service

01 14 30 - 2

b. Prepared to start and complete work 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 prior approval of required drawings and data submittals.

4. Perform work within interruption of service windows listed in this Section.

Contractor work shall not require a generation outage or impact equipment that would result in a generation outage except as allowed within those windows.

5. Government may schedule interruption of services for any period during 24-hour/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 the construction schedule.

PART 2 PRODUCTS

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PART 3 EXECUTION

Cost Estimating Requirements

01 20 05 - 1

SECTION 01 20 05

COST ESTIMATING REQUIREMENTS

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. Bureau of Reclamation (USBR)

1. FAC 09-01 Reclamation Manual, Directives and

Standards, FAC 09-01-Cost Estimating

1.03 SUBMITTALS

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

B. RSN 01 20 05-1, 45-Percent Design Cost Estimate.

C. RSN 01 20 05-2, 90-Percent Design Cost Estimate.

D. RSN 01 20 05-3, Cost Estimates for Contract Modifications.

1.04 QUALIFICATIONS

A. Cost Estimator: Minimum 5 years’ experience preparing cost estimates for generator rotor repairs of similar complexity.

1.05 COST ESTIMATES

A. Contractor and Government will negotiate Cost estimates to provide definitization of Schedule B. The Government will review and comment on the development of the cost estimates at 45 and 90-percent design.

B. Cost estimates shall include:

1. Basis of Estimate to communicate:

a. Understanding of scope and schedule.

b. Potential cost risks and opportunities.

c. Record of key communications made during estimate preparation.

d. Record of all documents used to prepare the estimate.

01 20 05 - 2

e. Baseline for scope, quantities, and cost for use in cost trending.

f. Provide historical relationships between estimates.

g. Facilitate review of estimates.

2. Logical work breakdown structure (WBS) with descriptions of major features of the generator rotor repairs and other related work.

3. Pay item numbers, units of measure, quantities, unit prices, and amounts for each pay item in accordance with FAC 09-01. Refer to Section 51 40 00 - Cost Estimate Guides.

4. Name of the person (s) performing the following tasks in the preparation of quantities and cost estimates:

a. Developed.

b. Peer reviewed.

c. Checked, different from the peer reviewer.

d. Include the date for each of the above items.

5. Reclamation title block information including the Reclamation Project name and state, Feature description, Reclamation Region, Estimate Level Unit Price Level, with sheet or page numbers.

6. Summary worksheet to be developed by Contractor. Reviewed and accepted by Government. The order of computations shall mimic the standard Reclamation Summary Worksheet format provided in Section 51 40 00 - Cost Estimate Guides.

7. Direct costs listed by WBS including segregation of costs for labor, equipment, material, subcontracted work, and sales tax.

8. Indirect costs listed by WBS including home office overhead costs, bonds, insurance, on site job management costs and profit shall be itemized separately from direct construction costs. Job management cost breakdown shall include segregation of costs for labor, equipment, material, subcontracted work, and sales tax as appropriate.

9. Additive costs applied as a percentage to the direct and indirect costs shall be determined by the contractor for the following levels of design:

a. Mobilization at 45% and 90% Final Designs.

b. Design Contingency at 45% Final Design.

c. Design Contingency at 90% Final Design.

d. Construction Contingency at 45% Final Design

e. Construction Contingency at 90% Final Design.

f. Non-Contract Costs including Design.

10. Documentation formatted for review and understanding. Support estimate assumptions and construction costs, including:

01 20 05 - 3

a. Labor classifications for applicable Construction Wage Rates (Davis Bacon) Craft Labor and Design-Build Contractor’s field and professional staff.

1) Federal wage rate decision number and date for Craft labor only.

2) Details for each labor classification including:

a) Base wage rates.

b) Labor burden details including Davis-Bacon Fringes for craft labor only.

c) Labor taxes including Federal Insurance Contributions Act

(FICA), Federal Unemployment Tax Act (FUTA), and State Unemployment Tax Act (SUTA).

d) Labor insurance rates including workers compensation and other applicable insurances.

e) Per diem, travel.

f) Small tools.

g) Overtime rates.

h) Other applicable adders.

b. Applicable costs for equipment and operating expenses in accordance with

WBR 1452-231-81.

c. Materials cost quotes and/or other documentation:

1) Identifies the direct cost of material or equipment items and their source.

2) Obtain a minimum of 3 independent quotes for cost drivers that exceed approximately 5 percent of the total direct cost of the feature.

a) Provide detailed description used to determine quotes of equipment, materials, information model numbers, dimensions, weights, capacities, as applicable.

b) May provide contractor substantiated assumptions for minor cost items when aggregated are less than 20-percent of direct costs.

d. Subcontractor (and their subcontractors) quotes including:

1) Bond, insurance, taxes, freight, scope of work, schedule, crew composition and size, materials, equipment, production rates and related items.

2) Obtain a minimum of 3 independent quotes for sub-contractor work effort as defined above that exceed 5 percent of the total direct cost of the feature.

01 20 05 - 4

e. Productivity rate assumptions:

1) Crew composition and size.

2) Overtime.

3) Crew shift assumptions for identified items of work.

f. Indirect cost: Provide chart of accounts to establish values submitted in Section B – Price Schedule.

g. Unit prices and lump sums:

1) Assumptions, calculations, references, and vendor quotes.

2) Sources of information, references, contact information.

3) Pricing derivation.

4) Other information relative to unit prices and lump sums for the identified items of work.

5) Lump sum items shall have breakdowns and descriptions of subitems, sub-costs and previously noted information as applicable.

h. Progressions of cost developments to final unit prices. Identify all costs or computations, with applicable units of measure.

11. Task or activity based estimate for engineering, architectural and other design related services.

a. Separate and not combined with the construction estimate.

b. Scope for design work, listing major tasks or activities, along with products or services.

c. Identify resources including:

1) Breakdown of staff days or hours itemized by task or activity and by job title.

2) Non-labor costs, such as equipment, travel, transportation, supplies and miscellaneous expenses.

3) Job titles of various professional and labor classifications along with hourly rates for each position.

4) Deliverables.

5) Staff days for peer review and/or quality assurance.

6) Subcontracted services

PART 2 PRODUCTS

01 20 05 - 5

PART 3 EXECUTION

01 20 05 - 6

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:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. RSHS Reclamation Safety and Health Standards, including revisions posted at:

http://www.usbr.gov/safety/rshs/index.html.

1.03 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.

01 31 19 - 2

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.

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.

1.04 PROJECT 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 at FAR 52.236-26, Preconstruction Conference, is a separate meeting requirement from the listed meetings:

01 31 19 - 3

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.

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 is held in-person at Eastern

Colorado Area Office.

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.

01 31 19 - 4

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.

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:

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

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling

Manual

1.03 DEFINITIONS

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

B. Project Calendar(s): Cross reference of numerical work days with calendar days. 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.

1.04 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 (.XER or .XML format).

2. Furnish schedule and analysis data.

3. Government may request, information and data, which was used to develop and maintain the Construction Program.

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

01 32 10 - 2

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

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Primavera layout files (.plf).

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.

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.

h. Cash flow reports.

i. Activity value report.

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.

a. 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 will 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 files (.plf).

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

e. 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.

1) 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.

f. Cash flow reports.

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).

e. Narrative report explaining results and conclusions.

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:

01 32 10 - 4

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

2. Experience shall include scheduling for at least two other projects of comparable complexity and Primavera P6 training offered by certified instructors.

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.

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 specification sections.

a. 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.

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.

1) Assign weather calendars to work impacted by weather.

01 32 10 - 5

7. Define activities to the 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.

a. 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.

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

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

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

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

13. Use finish to start logic relationships between activities.

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

b. 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 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. Cost-Loading Schedule:

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

Government to contractor.

01 32 10 - 6

2. Input contract values as Expenses planned costs in Primavera P6 database.

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

4. Assign values to appropriate activities:

a. Total of activity values equal total contract value.

b. Every activity does not require a value.

c. Examples of activities that typically have no value are submittals, submittal reviews, and manufacturing.

5. Include separate schedule activities to properly depict correct amount and timing of payment, if necessary, such as Deliver activities.

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

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

b. Report showing cumulative monthly cash flow for project duration.

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

8. 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 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.

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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, and, labor 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.

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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.

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 - 9

PART 3 EXECUTION

01 32 10 - 10

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 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 FAR 52.236- 21, Specifications and Drawings for Construction.

1.03 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 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

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1.04 SUBMITTAL REQUIREMENTS

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

B. General:

1. Prepare in English.

2. Label with contract number and title and RSN.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number 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- by 34-inches).

4. Draw to scale using computer drafting:

a. In accordance with NIBS NCS.

b. Electronic file format: Compatible with AutoCAD version 2019 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.

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E. Certifications:

1. Certifications by a registered professional: Signed and sealed by registered professional.

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: 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) RSNs having more than one requirement shall be bookmarked.

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

b. Include RSN transmittal letter.

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

2. Submit electronic submittals via Microsoft Teams or electronic mail:

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a. Government can receive electronic mails up to 25 MB. However, e-mail over 10 MB should be considered extra-large. E-mailing of electronic submittals exceeding 10 MB should only occur after transmittal of extra-large size e-mail has been verified.

b. Address e-mail of electronic submittals less than extra-large size to:

sha-GPR-CONSTSVCS@usbr.gov.

c. Electronic submittals that are too large to e-mail shall be submitted via Microsoft Teams.

d. 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. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. 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 and link the changes (i.e. with bookmarks) 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 time stamp in Microsoft Teams return e-mail timestamp.

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:

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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.

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

FAR 52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. 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. Electronic mail address for electronic submittals listed in Table 01 33 00A – List of Submittals: sha-GPR-CONSTSVCS@usbr.gov:

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.

01 33 00 - 6

PART 3 EXECUTION

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

Performance and Payment Bonds – Construction 52.228-

Performance and Payment Bonds

Within 10 calendar days after award

CO 1 electronic 0

Release of Claims 1452.204-70

Release of Claims (DI-137) against the Government

After completion of the work and prior to final payment

CO 1 electronic 0

Personal Identity Verification 52.204-09

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

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

CO 1 electronic 0

Insurance-work on a Government Installation 1452.228-

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

Before commencing on-site work

CO 1 electronic 0

Liability Insurance 1452-228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

CO 1 electronic 0

Payrolls and Basic Records 52-222-08

Copies of all payrolls Weekly for each week of contract performance

CO 1 electronic 1 electronic

Labor Standards Data 52.222-11

1) List of Subcontractors

Within 14 days after the preconstruction meeting

COR 0 1 electronic

Labor Standards Data 52.222-11

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

Within 14 days after the preconstruction meeting

COR 0 1 electronic

Site Security Employee Information

Submitted and approved at least 28 days before mobilization

COR 0 1 electronic

Site Security Equipment and Vehicles to be Brought On Site

Submitted and approved at least 28 days before mobilization

COR 0 1 electronic

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

Superintendence by the Contractor

Site Superintendent Submitted and accepted at least 28 days before mobilization

CO 1 electronic 0

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

Submitted and approved before mobilization

COR 0 1 electronic

01 14 30-1 Interruption of Service Interruption of Service Request

At least 35 days before each required interruption of service

COR 0 1 electronic

01 20 05-1 Cost Estimating Requirements

45-Percent Design Cost Estimate

At same time as 45- Percent Design

CO 1 electronic 0

01 20 05-2 Cost Estimating Requirements

90-Percent Design Cost Estimate

At same time as 90- Percent Design

CO 1 electronic 0

01 20 05-3 Cost Estimating Requirements

Cost Estimates for Contract Modifications

With response to request for proposal or costs for unilateral modification

CO 1 electronic 0

01 31 19-1 Project Management and Coordination

Pre-Design Meeting Agenda

At least 28 days before planned meeting

COR 0 1 electronic

01 31 19-2 Project Management and Coordination

Pre-Design Meeting Minutes

Within 7 days after the meeting

COR 0 1 electronic

01 31 19-3 Project Management and Coordination

Design Progress Review Meeting Documentation

At least 3 business days before each meeting

COR 0 1 electronic

01 31 19-4 Project Management and Coordination

Weekly Coordination Meeting Documentation

At least 2 business days before each meeting

COR 0 1 electronic

01 32 10-1 Construction Program Representative Information

Submitted 21 days after NTP.

COR 0 1 electronic

01 32 10-2 Construction Program Baseline Schedule Submitted 21 days after NTP.

COR 0 1 electronic

01 32 10-3 Construction Program Updated Schedule Reports

Monthly COR 0 1 electronic

01 32 10-4 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 request for equitable adjustment.

CO 1 electronic 1 electronic

01 32 10-5 Construction Program Schedule of Values Submitted and approved before any payment other than bonds and insurance

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…