Att_J-6_-_20-C0908_Specifications.pdf

Clear Creek Tunnel Lining Repair – RAX 647 Trinity River Division, Central Valley Project, California Specifications No. 20-C0908

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 14 30 Interruption of Service 01 31 22 Coordination Meetings 01 32 10 Construction Program 01 33 00 Submittals 01 35 00 Tunnel Access 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 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

02 21 00 Tunnel Station Markers 02 22 00 Existing Site Inspections

DIVISION 03 - CONCRETE

03 30 00 Cast-In-Place Concrete 03 81 10 Concrete Removal 03 81 14 Concrete Repair

DIVISION 31 - EARTHWORK

31 03 33 Water Removal 31 32 32 Geotextile

Table of Contents

00 01 10 - 2

31 72 10 Weep Holes 31 73 00 Backfill Grouting 31 74 10 Tunnel Lining

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 50 Electronic Media Release

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located approximately 40 miles northwest of Redding, California in Shasta County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Principal features of work include packaged repair test section; tunnel access; water removal; removing existing damaged concrete lining; replacing damaged concrete lining;

oversizing existing weep holes; drilling and installing new weep holes; plugging piezometer openings; backfilling gravel drain voids with grout; and replacing missing tunnel station markers.

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 PROJECT CONDITIONS

A. Past temperatures in tunnel.

1. During tunnel repairs from November 2004 through January 2005 the temperature in the tunnel ranged from 55 degrees to 65 degrees Fahrenheit.

2. During a tunnel inspection on January 28th, 2020 the temperature in the tunnel stayed around 52 degrees Fahrenheit.

B. Water infiltration into the tunnel work areas are primarily from 2 sources.

1. Leakage past the intake gates.

2. Groundwater infiltration into the tunnel via cracks, weepholes, etc.

C. Past water level observations in the tunnel.

1. During tunnel repairs from November 2004 through January 2005 the water level in the tunnel invert ranged from approximately 2 to 3 inches deep at the upstream access shaft at Lewiston Lake to approximately 6 to 7 inches deep at the

01 11 00 - 2 intersection of the Crystal Creek Bypass. Throughout this work period the water levels did not noticeably change.

2. During a tunnel inspection on November 7, 2000, the water level in the tunnel invert ranged from approximately 3 inches deep at the access shaft at Lewiston Lake to approximately 7 inches deep at the intersection of the Crystal Creek Bypass.

3. During a tunnel inspection on January 28th, 2020, the water level in the tunnel invert ranged from approximately 3 inches deep at the access shaft at Lewiston Lake to approximately 6 inches deep near the tunnel end.

4. Generally, water levels increase in the tunnel the further you get from the access shaft at Lewiston Lake from water seepage into the tunnel through weep holes, cracks, and joints.

D. Existing station markers are located approximately every 1000 feet and located near the 4 o’clock position while looking downstream.

1. Not all station markers may be present.

E. Local Weather - The project area can have snow and freezing temperatures that may impact the project access and repair operations. The contractor should review historical weather data in project planning.

1.05 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.

B. Note that this project facility and some of its components have had various names over the years. Those names have not always been consistent.

C. Clear Creek Tunnel – The official Reclamation designation of this facility is Clear Creek Power Conduit, however, it is more commonly referred to as the Clear Creek Tunnel.

Other names for this facility are Clear Creek Conduit, Clear Creek Pressure Tunnel or some other combinations of these. The specifications and drawings prepared for this current repair reference the facility as a “Tunnel.” Care should be taken when reviewing record documents.

D. Crystal Creek Bypass – The Crystal Creek Bypass has also been known by different names. Since it is part of the Clear Creek Tunnel facility, it does not show up on any official Reclamation naming list. It is commonly called the Crystal Creek Bypass. It is also be known as the JF Carr Powerplant Bypass, Crystal Creek Portal, Crystal Creek Tunnel or some other combination of these. The specifications and drawings prepared for this current repair reference this part of the facility as a “Bypass.” Care should be taken when reviewing record documents.

01 11 00 - 3

1.06 ACRONYMS

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

1. CE: Construction Engineer

2. CO: Contracting Officer.

3. COR: Contracting Officer’s Representative.

4. NCAO: Northern California Area Office

5. OGR: Onsite Government Representative.

6. RE: Regional Engineer

PART 2 PRODUCTS

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PART 3 EXECUTION

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01 11 00 - 4

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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 Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. All references below are to be the current adopted edition at the time of solicitation for this contract, unless otherwise stated.

B. Bureau of Reclamation (Reclamation)

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

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

1.03 SUBMITTALS

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

B. RSN 01 14 10-1, Control of Tunnel Access:

1. For the tunnel access shaft at Lewiston Lake show or describe how the shaft will be secured during and between work shifts.

2. For the access at the Crystal Creek Bypass show or describe how this access point will be secured during and between work shifts.

1.04 PROJECT CONDITIONS

A. Tunnel Outage: Refer to Section H – Special Contract Requirements for specific dates of Clear Creek tunnel outage.

B. Government land as shown on Drawings 416-208-60000 and 416-208-60013 may be used for required construction facilities.

1. The access shaft to the Clear Creek Tunnel at Lewiston Lake is shown on Drawing 416-208-60000.

01 14 10 - 2

2. The access to the Clear Creek Tunnel from the Crystal Creek Bypass is shown on Drawing 416-208-600013.

C. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

D. Coordinate location, construction, operation, maintenance, and removal of construction facilities on Government land with OGR.

E. 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.

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

G. There is a bolted lid on top of the access shaft at the Lewiston Lake that will need to be removed for the Contractor to gain access to the tunnel. Refer to Section 51 00 00 – Information Available to Offerors for photographs of this access shaft.

H. Reclamation will install a door panel at the Crystal Creek Bypass outlet. Refer to Section 51 00 00 – Information Available to Offerors for photographs of this door panel.

I. Local Weather - The project area can have snow and freezing temperatures that may impact the project access and repair operations. The Contractor should review historical weather data in planning access, equipment and operations.

J. The access roads are regularly plowed of snow. The plowing operations may lag some time after snow events. Even with plowing operations the access roads have a history of ice build-up during the winter months. The Contractor shall address the potential for snow removal needs and the potential of ice buildup on the driveway between the Crystal Creek Bypass Access and Crystal Creek Road.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

1. Before bringing on site, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

01 14 10 - 3

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in Cleaning Manual.

3. OGR will inspect construction equipment following procedures described in Cleaning Manual before allowing equipment onsite.

3.02 RESTORATION

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

3.03 SECURING SITE ACCESS

A. The Contractor will be responsible for removing the lid on top of the access shaft at the Lewiston Lake. The Contractor will be responsible for securing the shaft opening until the on-site work is complete and the shaft lid has been reinstalled to its original condition.

B. The Contractor will install a lock on Crystal Creek Bypass gate panel. The Contractor will be responsible for securing this access until the on-site field work is complete. The Contractor will provide a key for this lock to the OGR.

C. The Contractor will install a lock on the pipe gate at each access. One on the Hatchery Road and one on the Crystal Creek Park access. The Contractor will provide a key for each of these locks to the OGR.

01 14 10 - 4

Interruption of Service

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

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

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

2. Outline procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

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

1.03 PROJECT CONDITIONS

A. Coordinate and schedule interruption of services with COR:

1. Coordinate work with Government operations.

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

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

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

Interruption of Service

01 14 30 - 2

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

4. Interruption of service window available to Contractor:

a. See Section H – Special Contract Requirements for allowable time and available interruption of service period for the tunnel.

b. Government will unwater penstocks to accommodate Contractor-requested and approved interruption of service.

c. Note that Government time for unwatering of the tunnel is a part of the overall Interruption of Service Request. When the contractor submits an outage request, they need to allow for two days to drain the tunnel prior to starting work in the tunnel. The contractor shall be out of the tunnel no later than two days prior to release of the clearance as it takes two days to release the clearance.

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

C. Show construction interruption of services greater than 4 hours in construction schedule.

PART 2 PRODUCTS

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PART 3 EXECUTION

Coordination Meetings

01 31 22 - 1

SECTION 01 31 22

COORDINATION MEETINGS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost

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

1.02 COORDINATION MEETINGS

A. Weekly Coordination Meetings:

1. Contractor shall conduct weekly coordination meeting with Government.

2. Purpose: Review work progress, performance, issues, and contract administration with Government representatives.

3. Contractor Attendees: Contractor project manager, superintendent, and other representatives, as needed, who understand the work, schedule, technical requirements, components, and contract administration.

4. The meeting will be convened and led by the Contractor to discuss and provide updates for the following:

a. Work Schedule

b. Safety

c. Security

d. Personnel

e. Contract Administration:

1) Modifications

2) REAs

3) RFCs

4) RFPs

5) RFSs

6) Required Submittals

7) Invoices

f. Other outstanding issues

Coordination Meetings

01 31 22 - 2

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 IMPLEMENTATION

A. Contractor shall coordinate meeting time, place, invite list, notifications, and teleconference access with the OGR.

B. Contractor shall prepare and distribute agendas for each meeting.

C. Contractor shall compile and distribute meeting minutes after each meeting.

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

1. Developing Baseline Schedule: Include in prices offered in the Price Schedule for other items of work.

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

1.02 DEFINITIONS

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

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

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

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

1.03 REFERENCE STANDARDS

A. All references below are to be the current adopted edition at the time of solicitation for this contract, unless otherwise stated.

B. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Microsoft Project.

01 32 10 - 2

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

3. Furnish copy of schedule and data in pdf format.

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

1. Designation of authorized representative to develop and maintain Construction Program. Include resume with training and experience.

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

1. Include:

a. Construction Program database with activity and milestone data.

b. Definition of project calendars.

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

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

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

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

1. This submittal is required for a proper invoice for progress payments in accordance with the clauses at FAR 52.232-27, Prompt Payment for Construction Contracts and WBR 1452.232-82, Other Invoice Requirements. In accordance with subparagraph (a)(i)(A) of the clause at FAR 52.232-27, Prompt Payment for Construction Contracts, Government disapproval of this submittal will be considered failure of the Contractor to comply with contract requirements and payment due date may be delayed until 14 days after submittal contents are accepted.

2. Include:

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

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

c. Project Gantt chart (bar chart) in MS Project mpp file, pdf, and 11 by 17-inch prints.

d. Narrative report specifically stating status of project.

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

01 32 10 - 3 delivery time. When float changed from previous month’s updated schedule, explain reason for change.

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

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

e. 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. Register fields shall include RSN name and number, date submitted, date of response, status (e.g., A, CA, NA, Acc, CAcc, NAcc).

3) This register document is separate from scheduling database.

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

1. Include:

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

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

c. Project Gantt chart (bar chart) in MS Project mpp file, pdf, and 11 by 17-inch prints.

d. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

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

1.06 GENERAL

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

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1.07 SCHEDULES

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

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

Logically sequence activities.

2. Prepare detailed activity network for accomplishing required work organized by Work Breakdown Structure (WBS). Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

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

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work; and relevant clauses and specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

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

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

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

Utilize MS Project calendars to depict historical weather days that impact work.

Assign weather calendars to work impacted by weather.

7. Define activities to level of detail resulting in their durations being no greater than 20 workdays. 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 the critical path, is a predecessor requirement for other activities, or as requested by the COR. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number (RSN) in activity description.

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

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

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

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

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

14. Use durations in units of whole workdays.

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

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

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

B. Baseline Schedule:

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

C. Updated Schedule:

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

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

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

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

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

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

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

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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 accepted 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 accepted 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 or 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 accepted 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 accepted updated schedule.

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

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

a. CO will accept, conditionally accept, or not accept proposed baseline schedule.

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

c. If the baseline schedule is returned as anything other than accepted, revise and resubmit within 7 calendar days of receiving the response letter or as otherwise directed in the response letter.

B. Updated Schedules:

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

2. If the updated schedule is returned as anything other than accepted, revise and resubmit updated schedule within 7 calendar days of receiving the response letter or as otherwise directed in the response letter.

3. 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 accepted 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.

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PART 2 PRODUCTS

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PART 3 EXECUTION

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. All references below are to be the current adopted edition at the time of solicitation for this contract, unless otherwise stated.

B. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1 Decimal Inch Drawing Sheet Size and Format

C. National Institute of Building Sciences (NIBS)

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

1.03 DEFINITIONS

A. Days: Calendar days.

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

C. As-built Drawings

1. Set of full-size, hard-copy drawings that contain both Government drawings furnished with this contract and Contractor-produced drawings necessary to clearly identify as-built conditions of the completed project.

D. Submittals are considered “shop drawings” within the terms of the clause at FAR 52.236- 21, Specifications and Drawings for Construction.

1.04 SUBMITTAL REQUIREMENTS

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

B. General:

1. Prepare in English.

01 33 00 - 2

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

3. Measurement Units: US Customary Units.

4. Provide a unique sequential numbering extension for identification of each RSN resubmittal.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

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

c. Name of responsible party.

d. Date of original drawing.

e. Revision identification.

f. Date(s) of revision and revision description.

2. Reserve 3- by 3-inch space next to title block for review stamps at bottom right corner.

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

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

a. Lettering and line work shall be neat and legible when drawing preparation with drafting equipment is allowed.

b. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AUTOCAD, Version 2018 or later.

3) Compile using “eTransmit” utility in AUTOCAD.

5. Electronic Files:

a. DVD, SSD hard drive, or flash drive.

D. Product Data:

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

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

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

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

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E. Certifications:

1. Certifications by a Registered California Professional: Signed and sealed by a Professional Engineer with the appropriate discipline registered in the State of California.

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

1.05 SUBMITTALS PROCEDURES

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

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

1. Incomplete submittals will not be reviewed and will be rejected and returned to the contractor for resubmission when complete.

C. All RSNs to be electronically submitted (via e-mail) or mailed hardcopy as noted in Table 01 33 00A. For hardcopy RSNs submit number of sets specified in “No. of sets to be sent to:” columns in Table 01 33 00A - List of Submittals.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals other than approved or accepted:

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

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 7 days for review of each submittal or resubmittal unless otherwise specified.

01 33 00 - 4

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 though return via CDMS or mailing postmark date. Submittals uploaded to CDMS after normal business hours will be marked received the next business day.

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.

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, and

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

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR 52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause. Adjustment will be subject terms of clause at FAR 52.247-17, Government Delay of Work.

C. Return of Submittals:

1. Submittals will be returned Approved, Conditionally Approved, or Not Approved with the following exceptions:

a. Safety Data Sheets, Safety Program, Contractor’s Onsite Safety Personnel, Weekly Safety Reports, Monthly Safety Summary Reports, Weekly Safety Inspection Reports and Pre-Work Inspections will be returned Accepted, Conditionally Accepted, or Not Accepted.

2. Return of submittals will be by CDMS response or hard copy as applicable.

3. Revise and resubmit submittals not approved or not accepted as instructed in review response.

4. Do not make changes to approved submittal data without prior approval via resubmittal.

01 33 00 - 5

1.07 HARD COPY TRANSMITTAL

A. Transmittal of hard copies to addresses for codes listed in Table 01 33 00A - List of Submittals:

1. CE: Construction Engineer, Bureau of Reclamation, Willows Construction Office, Attn: WCO-100, 1140 West Wood Street, Willows, CA 95988-2615.

2. OGR: Onsite Government Representative, address to be provided after Notice to Proceed.

3. RE: Regional Engineer, Bureau of Reclamation, California Great Basin, Region 10, Attn: CGB-200, 2800 Cottage Way, Sacramento, CA 95825.

4. NCAO: Northern California Area Office, Bureau of Reclamation, 16349 Shasta Dam Boulevard, Shasta Lake, CA 96019-8400, Attn: NC-255.

B. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A - List of Submittals.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code but show “No. of sets to be sent to” in Table 01 33 00A - List of Submittals.

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

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

1. Submit in accordance with this section.

2. Submit to CE, unless otherwise specified.

1.08 ELECTRONIC TRANSMITTAL (E-MAIL)

A. The distribution list for the electronic submittals to include the following:

1. CE: e-mail address to be provided after Notice to Proceed.

2. OGR: e-mail address to be provided after Notice to Proceed

3. RE: e-mail address to be provided after Notice to Proceed

4. NCAO: e-mail address to be provided after Notice to Proceed

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 6

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, OGR indicates Onsite Government Representative, RE indicates Regional Engineer, and NCAO indicates Northern California Area Office. CDMS indicates Contract Document Management System. One hard copy of each CDMS RSN shall be sent to the CE.

RSN

Clause or

Section Title Required Submittal

Title Due Date or Delivery Time

Resp.

Code

Sets to be sent to:*

CE OGR RE NCAO

01 14 10-1 Use of Site Control of Tunnel Access

Submitted and approved before starting this phase of onsite construction work

CE E-mail

01 14 30-1 Interruption of Service

Interruption of Service Request

Submitted and approved 30 days prior to tunnel outage

CE E-mail

01 32 10-1 Construction Program

Representative Information

Submitted within 7 days after NTP.

CE E-mail

01 32 10-2 Construction Program

Baseline Schedule Submitted within 14 days after NTP.

CE E-mail

01 32 10-3 Construction Program

Updated Schedule Reports

Submitted to coincide with associated pay requests to confirm progress, otherwise, monthly

CE E-mail

01 32 10-4 Construction Program

Time Impact Analysis Submitted in response to CO-directed changes, contractor proposed changes, value engineering proposals, or any requests or claims for equitable adjustments

CE E-mail

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

Submitted at least 7 days before initial jobsite delivery of hazardous material

CE E-mail

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

Submitted at least 7 days before jobsite delivery of hazardous material not previously listed

CE E-mail

01 35 20-1 Safety and Health

Safety Program

Submitted and accepted before starting onsite work (See Section 3 of RSHS)

CE E-mail

01 35 20-2 Safety and Health

Monthly Accident Summary Report

Submitted monthly within 7 days after the end of each monthly reporting period (See Part 3.8 of RSHS)

CE E-mail

01 35 30-1 Contractor’s Onsite Safety Personnel

Resumes Submitted and accepted before assignment, starting onsite construction work, or with change in safety personnel

CE E-mail

01 35 30-2 Contractor’s Onsite Safety Personnel

Weekly Safety Inspection Reports

Submitted within 7 days after each weekly inspection

CE E-mail

01 33 00 - 7

* CE indicates Construction Engineer, OGR indicates Onsite Government Representative, RE indicates Regional Engineer, and NCAO indicates Northern California Area Office. CDMS indicates Contract Document Management

Section Title Required Submittal

Title Due Date or Delivery Time

Resp.

Code

Sets to be sent to:*

CE OGR RE NCAO

01 46 00-1 Quality Procedures

Quality Control (QC) Representative

Submitted and approved before starting onsite construction work

CE E-mail

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

Submitted and approved before starting this phase of onsite construction work

CE E-mail

01 57 30-1 Water Pollution Control

Water Management Plan

Submitted and approved before starting onsite construction work

CE E-mail

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

Submitted and approved before starting onsite construction work

CE E-mail

01 71 20-1 Surveying Quantity Survey Notes and Computations

Submitted to coincide with associated pay requests to confirm quantities

CE E-mail

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

Submitted and approved before starting onsite work

CE E-mail

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Submitted within 7 days of each waste disposal activity

CE E-mail

01 78 30-1 Project Record Documents

Electronic Media Release Form

Submitted when requesting electronic drawing files

CE

E-mail

01 78 30-2 Project Record Documents

As-built Drawings Submitted within 21 days after completing onsite

CE

Hard Copy construction work 2 1 1 0

01 78 30-3 Project Record Documents

Project Summary for Concrete Lining Repairs

Submitted within 21 days after completing onsite construction work

RE

01 78 30-4 Project Record Documents

Project Summary for Grout Backfill

Submitted within 21 days after completing onsite

01 78 30-5 Project Record Documents

Project Summary for Drilled Weep Holes

Submitted within 21 days after completing onsite

01 78 30-6 Project Record Documents

Project Summary for Weep Holes Enlarged

Submitted within 21 days after completing onsite construction work.

RE E-mail

02 21 00-1 Tunnel Station Marker

Station Marker Product Data

Submitted and approved before starting this phase of onsite construction work

01 33 00 - 8

* CE indicates Construction Engineer, OGR indicates Onsite Government Representative, RE indicates Regional Engineer, and NCAO indicates Northern California Area Office. CDMS indicates Contract Document Management

Section Title Required Submittal

Title Due Date or Delivery Time

Resp.

Code

Sets to be sent to:*

CE OGR RE NCAO

02 22 00-1 Existing Site Inspection

Pre-work Inspections Submitted and approved 7 days before starting inspections

CE E-mail

02 22 00-2 Existing Site Inspection

Government Inspection Access

Submitted and approved before starting onsite construction work

CE E-mail

02 22 00-3 Existing Site Inspection

Pre-work Inspection Results

Submitted within 7 days of completing Inspections

CE E-mail

03 81 10-1 Concrete Removal

Concrete and Gravel Drain Removal Plan

Submitted and approved before starting this phase of onsite construction work

CE E-mail

03 81 14-1 Concrete Repair

Approval Data Submitted and approved before starting this phase of onsite construction work

RE E-mail

03 81 14-2 Concrete Repair

Placement Plan Submitted and approved before starting this phase of onsite construction work

CE E-mail

03 81 14-3 Concrete Repair

References and Qualifications

Submitted and approved before starting this phase of onsite construction work

CE E-mail

03 81 14-4 Concrete Repair

Test Reports Submitted within 7 days of placing concrete

RE E-mail

03 81 14-5 Concrete Repair

Plan for Packaged Repair Material Test Placement

Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 03 33-1 Water Removal

Plan for Unwatering Gravel Drain

Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 03 33-2 Water

Plan for Work Area Water Diversion

Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 03 33-3 Water

Plan for Tunnel Entry Water Diversion

Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 03 33-4 Water

Plan for Unwatering Intake Sump for Inspection

Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 32 32-1 Geotextile Manufacturer’s Data Submitted and approved before starting this phase of onsite construction work

01 33 00 - 9

* CE indicates Construction Engineer, OGR indicates Onsite Government Representative, RE indicates Regional Engineer, and NCAO indicates Northern California Area Office. CDMS indicates Contract Document Management

Section Title Required Submittal

Title Due Date or Delivery Time

Resp.

Code

Sets to be sent to:*

CE OGR RE NCAO

31 72 10-1 Weep Holes Enlarging Weep Holes Plan

Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 72 10-2 Weep Holes New Weep Holes Plan Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 73 00-1 Backfill Grouting

Grout Plant Equipment and Information

Submitted and approved before starting this phase of onsite construction work

RE E-mail

31 73 00-2 Backfill Grouting

Grouting Materials Submitted and approved before starting this phase of onsite construction work

RE E-mail

31 73 00-3 Backfill Grouting

Resume Submitted and approved before starting this phase of onsite construction work

CE E-mail

31 73 00-4 Backfill Grouting

Grouting Plan Submitted and approved before starting this phase of onsite construction work

RE E-mail

31 73 00-5 Grouting Backfill

Grout Scheduling Submitted and approved 14 days before starting this phase of onsite construction work

CE E-mail

31 74 10-1 Tunnel Lining Gravel Drain Rock Approval Data

Submitted and approved before starting this phase of onsite construction work

01 33 00 - 10

Tunnel Access

01 35 00 - 1

SECTION 01 35 00

TUNNEL ACCESS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Tunnel Access

1. Payment: Lump sum price offered in the Price Schedule.

1.01 DEFINITIONS

A. Tunnel Access: Tunnel access, as defined for this work, includes the elements needed to allow workers to access the work areas inside the tunnel and perform the needed repairs and inspections. Including but not limited to the day-to-day equipment, personnel, and materials to operate and maintain air quality, confined space operations, crane operations at the tunnel entry, transport vehicles inside the tunnel and any other safety and security personnel or equipment needed for the duration of the work inside the tunnel and that would not be specific to a particular repair item of work of work.

1.02 REFERENCE STANDARDS

A. All references below are to be the current adopted edition at the time of solicitation for this contract, unless otherwise stated.

B. Bureau of Reclamation (Reclamation)

1. All references below are to be the current adopted edition at the time of solicitation for this contract.

2. RSHS Reclamation Safety and Health Standards, including revisions posted at https://www.usbr.gov/ssle/safety/RSHS/rshs .html

C. Occupational Safety and Health Administration (OSHA)

1. 29 CFR Part 1910 OSHA General Industry Standards

2. 29 CFR Part 1926 OSHA Construction Industry Regulations

3. Available online at www.osha.gov.

D. Applicable State Safety and Health Regulations

1. California Code of Regulations (CCR) Title 8 – CAL/OSHA

a. Available online at: https://www.dir.ca.gov/title8/index/T8index.asp

Tunnel Access

01 35 00 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. SDS: Safety Data Sheet.

1. Referred to as Material Safety Data Sheets in FAR 52.223-3, Hazardous Material Identifications and Material Safety Data - Alternate 1.

1.03 SUBMITTALS

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

B. RSN 01 35 10-1, Complete LHM and SDS.

C. RSN 01 35 10-2, Updated LHM and SDS:

1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1.

1.04 APPLICATION

A. For the purposes of this contract, “delivered under this contract” in paragraph (b) of the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1, includes:

1. Materials delivered to Government.

2. Materials incorporated into work.

3. Materials used by the Contractor during contract performance at the jobsite.

1.05 DELIVERY

A. Do not deliver hazardous materials to jobsite which are not included on original or previously updated LHM and SDS before receipt of updated LHM and SDS by OGR.

Safety Data Sheets

01 35 10 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Safety and Health

01 35 20 - 1

SECTION 01 35 20

SAFETY AND HEALTH

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. All references below are be the current adopted edition at the time of solicitation for this contract, unless otherwise stated.

B. Bureau of Reclamation (Reclamation)

1. All references below are to be the current adopted edition at the time of solicitation for this contract.

2. RSHS-2014 Reclamation Safety and Health Standards, including revisions posted at https://www.usbr.gov/ssle/safety/RSHS/rshs .html

C. Occupational Safety and Health Administration (OSHA)

1. 29 CFR Part 1910 OSHA General Industry Standards

2. 29 CFR Part 1926 OSHA Construction Industry Regulations

3. Available online at www.osha.gov.

D. Applicable State Safety and Health Regulations

1. California Code of Regulations (CCR) Title 8 – CAL/OSHA

a. Available online at: https://www.dir.ca.gov/title8/index/T8index.asp

E. Trinity County Coronavirus Information.

1. Available online at: https://www.trinitycounty.org/COVID-19

1.03 SUBMITTALS

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

B. RSN 01 35 20-1, Safety Program:

1. Written Safety Program in accordance with Section 3 of the RSHS.

01 35 20 - 2

2. Cover all aspects of on site and applicable off site operations and activities associated with this contract.

3. Follow the format of the outline in Appendix B of Reclamation RSHS.

4. Will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per Appendix B, a narrative for each applicable item in the outline.

a. For items in the outline that do not apply to this contract write “Not Applicable to Contract” next to the number/letter.

5. Provide a list of Job Hazard Analyses (JHA) for each distinct phase of work that will be submitted throughout the project.

6. A…