C0839_Specifications_Mar13_2015.pdf

Keswick Fish Brail Replacement Specifications No. 20-C0839

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 Services 01 31 30 Contract Document Management System 01 32 10 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 22 First Aid and Communication 01 35 26 Water Removal 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 51 00 Temporary Utilities 01 54 00 Construction Aids 01 54 50 Temporary Attachments to Fish Trap Walls 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 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 60 00 Product Requirements 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 05 - METALS

05 15 00 Wire Rope Assembly 05 50 00 Metal Fabrications

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 74 00 Composite Gratings

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 91 00 Fish Brail Seals

DIVISION 09 - FINISHES

Table of Contents

00 01 10 - 2

09 96 20 Coatings

DIVISON 13 - SPECIAL CONSTRUCTION

13 34 23 Fish Brail Frame

DIVISION 26 - ELECTRICAL

26 25 13 Hoist Motor

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23 Hoist Mechanical Equipment

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF SECTION

Summary of Work

01 11 00 - 1

SECTON 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Keswick Dam approximately 4 miles northwest of Redding, California in Shasta County. The brail is located at the bottom of the downstream side of the dam, between the powerhouse and spillway.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Replace existing fish brail structure.

1. Remove and store fish brail entrance structure and controls for re-use.

2. Apply shop coating to fish brail frame.

3. Replace composite grating.

4. Apply field touch up coating to exposed steel on the frame, including bolts.

B. Replace hoist equipment for fish brail hoist including wire ropes, sheaves, sheave brackets and associated equipment, reusing existing anchor bolts currently embedded in concrete.

C. Refurbish fish brail hoist motor, gearbox, drums, and braking system.

D. Prepare fish brail hoist motor, gearbox, drums, and braking system external surfaces and apply coatings.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.

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

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

1.04 DEFINITIONS

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

Summary of Work

01 11 00 - 2

1.05 ACRONYMS

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

1. AM: Area Manager

2. CE: Construction Engineer

3. CO: Contracting Officer

4. COR: Contracting Officer’s Representative

5. NCAO: Northern California Area Office

6. OGR: Onsite Government Representative

7. RE: Regional Engineer

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Payment:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

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

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

1.03 SUBMITTALS

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

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

1. For each Contractor use site on Government land.

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

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

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

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

4) First-aid and medical facilities.

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

6) Temporary fences.

b. Describe methods to preserve, protect, and repair if damaged, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not

01 14 10 - 2 interfere with the work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

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

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

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

1.04 PROJECT CONDITIONS

A. Before beginning onsite work, obtain Permit to Work from Bureau of Reclamation, Northern California Area Office (NCAO).

1. Comply with NCAO permit requirements. Obtain permit requirements from the

OGR.

2. Permit will not be issued until following Contractor submittals listed in Table 01 33 00A

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

b. RSN 01 32 10-2: Baseline Schedule.

c. RSN 01 35 20-1: Safety Program.

3. The above required Contractor submittals may be initially submitted outside of the Contract Document Management System (CDMS) for permitting purposes, transmitted via hardcopy, in accordance with Section 01 33 00 - Submittals.

RSNs will remain incomplete, and must be submitted via CDMS for approval.

B. Comply with all security requirements as indicated in Section I of the Solicitation and these specifications prior to accessing/mobilizing to the site or as directed by the COR.

C. Comply with Bureau of Reclamation and NCAO Hazardous Energy Control Program requirements. Any work under clearance will require a Special Work Permit that must be issued to the Contractor prior to beginning work. See Section 01 14 30 - Interruption of Services for additional information.

D. Access to the site limited to Monday through Friday, 7:00 AM until 5:00 PM, excluding Federal holidays, unless a written request, 72 hours in advance is approved by the COR.

E. Government land may be used for required construction facilities.

F. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of the COR.

G. 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. Cooperate and coordinate with other contractors on the use of access and haul routes, staging areas, and stockpile

01 14 10 - 3 areas; maintaining roads; maintaining dust-free operations, and abiding by all applicable safety regulations, especially during hauling operations. Consult with the OGR for coordination efforts.

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

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

PART 2 PRODUCTS

Not Used

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.

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

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

3.02 RESTORATION

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

B. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

C. Seed disturbed areas of Government land used for construction purposes and not required for completed installation with species of native plants, or other approved perennial species, as recommended by an experienced local horticulturist.

01 14 10 - 4

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Interruption of Services

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Payment:

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

1.02 RERERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-2014 Reclamation Safety and Health Standards

2. FIST 1-1-2012 Facilities Instructions, Standards, Techniques - Operations - Hazardous Energy Control Program

1.03 SUBMITTALS

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

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

1. Written request for each proposed outage.

2. In compliance with FIST 1-1 (Hazardous Energy Control Program) and Reclamation Safety and Health Standards (RSHS). To include, but not limited to the following minimum requirements in each request:

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

4. 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.

5. Commencement time of work.

6. Duration of work.

7. Number of personnel and their classification.

8. Description of equipment to be used.

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

01 14 30 - 2

10. Job Hazard Analyses (JHAs) or written procedure for isolating and removing each hazard source through lockout and tagout procedures shall be provided for approval.

1.04 PROJECT CONDITIONS

A. Coordinate and schedule interruption of services with COR:

1. Coordinate work with Government operations.

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

a. COR has reasonable assurances 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 services.

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

4. Government will close fish ladder inlet valve to accommodate interruption of services only during the following intervals provided there is a source of water available to the water customers:

a. Between July 31 and December 25.

b. The above outage window is the best/most current information available at this time. Based on schedules, other ongoing work, etc., the needs of the Government could affect the window duration and period indicated.

c. The Contractor will be responsible for dewatering the fish brail holding pool and maintaining a dry work environment, including from inlet valve leakage and tailwater elevation rise.

B. The Special Work Permit must be issued to the Contractor prior to any work starting under clearance

C. Show construction interruption of service greater than 4 hours in the logic diagram furnished in Critical Path Method Schedule, Section 01 32 10 - Construction Program.

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

E. Work not associated with an outage/clearance can be accomplished after the NCAO Permit to Work is issued. See Use of Site Section for requirements.

F. Outage scheduling will depend on plant requirements and related operating conditions.

Outages may be scheduled during off-peak periods, nights, or weekends. Government reserves right to schedule outages for any period during 24-hour day, any day of week.

Contractor will be informed of restrictions and type of outages available during construction period.

01 14 30 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 14 30 - 4

Contract Document Management System

01 31 30 - 1

SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 PAYMENT

A. Internet Based Project Management Work Flow System:

1. Lump sum price offered in the Schedule for Contract Document Management System.

1.02 DEFINITIONS

A. CDMS – Contract Document Management System.

B. RFI – Request for Information.

C. RFP – Request for Proposals.

D. RFC – Request for Change.

E. PM – Project Manager.

F. CO – Contracting Officer

G. COR – Contracting Officer’s Representative

1.03 SUBMITTALS

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

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

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

2. Documentation of system capabilities.

3. Instructions for system use.

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

1. DVD or CD of documents uploaded to CDMS.

1.04 QUALIFICATIONS

A. The system provider shall have at least 5 years of experience in providing the services required by this Section.

01 31 30 - 2

1.05 SCOPE

A. The CDMS shall generate, store, track, categorize and manage all construction documentation. Construction Documentation includes, but is not limited to: Submittals (typically .pdf files of text documents or drawings); RFIs, RFCs, and RFPs; Contractor Proposals; Value Engineering Change Proposals; Invoices and Progress Payments;

Construction Schedules; Meeting Agendas and Meeting Minutes; Correspondence;

Memos and Deficiency Notices; Contract Modifications and similar documents.

Documentation may be prepared by the Construction Contractor or by Reclamation.

B. Reclamation shall be able to easily access documents and to track when documents were received or returned, as well as determine the status of the documents. Reclamation shall be able to generate reports that list and sort the documents by status as well as generate alerts when documents requiring review exceed allowable review time. Document generation shall include submittals and RFIs, responses, Meeting Minutes, RFCs, RFPs and Contract Modifications, Payments, and correspondence.

C. Documents may be generated either by the Contractor or by Reclamation. Each party needs the capability to maintain document security within its organization unless/until it chooses to share it with the other party. Once documents are shared, they shall be secured so that no changes can occur without a record of the changes being made. The CDMS shall be capable of producing a complete and logically organized set of all documents within the CDMS in both .pdf and .xml format. The documents shall be downloadable to ftp sites where Reclamation and other organizations can each access their own data confidentially.

PART 2 PRODUCTS

2.01 WORK FLOW SYSTEM

A. EADOC software as developed by EADOC LLC, 436 14th Street, Suite 150, Oakland CA 94612, 510-903-9658, eadocsoftware.com, or equal, with the capability of meeting the salient characteristics and requirements contained in Article 1.05 and Article 3.01 of this Section.

PART 3 EXECUTION

3.01 REQUIREMENTS

A. Document access:

1. Web-based document storage where all project construction documents are stored and may be accessed by authorized organizations and individuals via an internet site.

2. Accessed via web browser from any computer including remote sites with internet access. Compatible with Apple Safari, Mozilla Firefox, and Internet Explorer.

01 31 30 - 3

3. Ability to upload documents in a variety of formats including but not limited to Word, Excel, Adobe Acrobat, MS Project, Primavera 3.0 or higher, AutoCAD 2007 or higher, and Contract Manager, and make the documents available to users for download. Documents shall be grouped into separate categories.

4. Reclamation Project Manager (PM) or other authorized user shall be able to create and modify project properties.

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

6. Print and export all reports as pdf or printer friendly HTML, also exportable to Excel, XML, or CSV.

7. Ability to link from an item listed in a report directly to that item by selecting it.

8. Ability to link files

B. Document security and backup:

1. SSL encryption for secured data exchange between the browser and server to enable secure access to all documents and information.

2. Information security within and between organizations: Documents generated within an organization shall remain secure within that organization unless/until shared with other organization(s).

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

4. Tracking of all data changes including who entered or changed data and date change was made.

5. Ability to tell when reviewer has opened/read an item.

C. Submittal tracking and control:

1. Standard submittal form shall be provided to enter information. Contractor shall be able to enter submittal summary information as outlined in section 01 33 00 “Submittals”, and upload submittal data in electronic format.

2. Ability to create multi-item submittal packages with separate per-item review status, transmittals, and re-submittals.

3. Software shall track date received, date returned, and status. Status designations can be modified to fit Reclamation standard designations.

4. Provide submittal transmittal form for PM to enter review comments and action taken.

5. Allow for PM to: Route submittal to third parties by generating design-review transmittals with each submittal package item; track the status of individual sub-items within the submittal package; and route each sub-item to the appropriate reviewers.

01 31 30 - 4

6. Ability to track the date the submittal/re-submittal was submitted and responded to, with automatic notification after specified number of days without response.

D. RFI tracking and control:

1. Provide standard RFI form to enter information.

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

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

E. Contract modifications:

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

2. Provide ability to upload Reclamation’s standard Contract Modification and RFP forms to enter information.

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

CDMS.

4. Ability for Contractor to respond to RFP and Contract Modification form with Cost and Time impacts.

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

F. Cost tracking and payment request management:

1. Ability to enter/import payment bid items cost from an Excel spreadsheet.

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

3. Cost tracking and payment requests will be done off line, hard copy submittal.

G. Correspondence:

1. Ability to generate letters to or from Contractor or Reclamation, to attach documents to the letters, and to reference other documents within the CDMS.

System shall automatically assign sequential letter numbers.

2. Ability to generate responses to letters and memos. System shall automatically generate memo suffixes, for example, the first response to Memo 32 shall be 32.1, second response shall be 32.2, etc.

3. Ability to generate Meeting Agendas and Meeting Minutes and to attach documents to the Minutes. System shall automatically assign sequential meeting numbers.

01 31 30 - 5

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

H. Miscellaneous tracking and controls:

1. Ability to generate logs tracking: RFIs, RFCs, RFPs, CORs, Submittals, Payments, Memos, survey requests, plant inspection reports, and testing reports.

2. Ability to filter logs based on criteria; for example, for Submittals: Specification Section, Days Out, Status; for RFIs: Days out, Status, Specification Section/Dwg.

No., Responsibility.

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

4. Ability to provide forms to match Reclamation’s Contract Modification form or other forms when needed.

5. Ability to track cost exposure with links to Requests for Information and Change Order Requests.

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

7. Ability for Keyword Search of all documents in database.

8. Ability for CDMS Generated Notification via email to Team Members of: updates to project information; changes to project information; and alerts.

9. Ability for Reclamation to create Master List of Anticipated Submittals (“Schedule of Submittals”) and require Contractor to pick from that list when submitting submittal.

I. Budget and funding source tracking:

1. Ability to enter multiple budgets to be assigned to projects. The ability to split contracts across multiple budgets.

2. Ability to enter funding sources and assign contract and projects to the funding sources. Contracts shall have the ability to be split across multiple funding sources.

01 31 30 - 6

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Payment:

1. Developing Baseline Schedule: Include in lump sum price offered in the Schedule for mobilization and preparatory work.

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

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.03 DEFINITIONS

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

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

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

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 Microsoft Project, Microsoft Word, Microsoft Excel, and pdf.

2. Furnish schedule and analysis data on CD-ROM disc.

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

01 32 10 - 2

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

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

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Microsoft Project layout file (.mpp).

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

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

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

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

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

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

2. Include:

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

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

c. Microsoft Project layout file (.mpp).

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

e. Narrative report specifically stating status of project.

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

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

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

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

f. Submittal Register:

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

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

3) This register document is separate from scheduling database.

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

1. Include:

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

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

c. Microsoft Project layout file (.mpp).

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

e. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

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

1.06 GENERAL

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

01 32 10 - 4

1.07 SCHEDULES

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

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

Logically sequence activities.

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

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

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

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

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

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

Utilize Microsoft 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.

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

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number (RSN) in activity description.

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

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

01 32 10 - 5

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

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

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

14. Use durations in units of whole workdays.

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

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

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

B. Baseline Schedule:

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

C. Updated Schedule:

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

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

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

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

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

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

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

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

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

1) Activity description.

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

3) Activity duration.

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

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

01 32 10 - 7

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

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

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

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

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

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

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

B. Updated schedules:

1. Submit updated Construction Program schedule monthly.

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

3. The Government will require 14 calendar days after receipt of each monthly update to review and approve or reject the updated schedule.

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

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

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

PART 2 PRODUCTS

01 32 10 - 8

PART 3 EXECUTION

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Payment:

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

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-2012 Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

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

1.03 DEFINITIONS

A. Days: Calendar days.

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

1.04 SUBMITTAL REQUIREMENTS

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

B. General:

1. Prepare in English.

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

3. Measurement units: US Customary Units.

C. Drawings:

1. Minimum identification in title block:

a. Contract number and title.

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

c. Responsible parties names and ate on each revision.

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

01 33 00 - 2

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

4. Draw to scale with neat lettering using drafting equipment or computer drafting equipment. Drawings and sketches submitted shall be legible.

5. Final drawings:

a. AutoCAD® format (.dwg), compatible with Version 2014, on CD-ROM disc.

b. Original D size (22 inches by 34 inches) plots.

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

d. Final drawings created by the Contractor shall be submitted with the Bureau of Reclamation (BOR) title block. At Notice to Proceed Reclamation will provide Contractor with the BOR block.

D. Product Data:

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

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

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

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

d. Strike through items that do not apply.

E. Certifications:

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

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf on CD-ROM discs.

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

01 33 00 - 3

G. Samples and Color Selection Submittals:

1. Label with complete manufacturer's product and color identification.

2. Include type and quantity of materials specified in the referenced section in each “set” of samples.

3. Samples: Representative of product to be installed.

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

5. Label each sample, sample kit, set of color chips, or color chart with contract number and title.

6. The Government will select architectural color and pattern after product approval.

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.

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

1. Submittals identified with “CDMS” in the “Sets to be sent” column shall be submitted electronically in accordance with Section 01 31 30 - Contract Document Management System.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

6. Return address.

E. Resubmittal of submittals not approved:

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

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 21 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

01 33 00 - 4

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

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 21 days for review of each submittal or resubmittal, unless otherwise specified.

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

3. More than 5 submittals submitted within one week will be prioritized by the Contractor and additional time will be required for the review process. 7 days will be added to review time for each submittal submitted over the 5 submittal limit.

B. Time in Excess of Specified:

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

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

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

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

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

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

a. Approval was required under the contract, and

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

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

C. Return of Submittals:

1. Except for RSNs 01 32 10-2, 01 32 10-3, and 01 35 20-2 one set of submittals will be returned either approved, approved subject to identified changes, or not approved. RSNs 01 32 10-2, 01 32 10-3, and 01 35 20-2 will be returned either accepted, conditionally accepted, or not accepted.

01 33 00 - 5

a. Revise and resubmit submittals not approved or accepted.

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

1.07 TRANSMITTAL

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

1. Construction Engineer, Bureau of Reclamation, MP Construction Office, P.O.

Box 988, Willows, CA 95988-0988 (For express mail service, use 1140 West Wood St., Willows, CA 95988-2615).

2. Regional Engineer, Bureau of Reclamation, MP Regional Office, Attention: MP- 200, 2800 Cottage Way, Sacramento, CA 95825-1898.

3. Area Manager, Bureau of Reclamation, Northern California Area Office (NCAO), Attention: NC-100, 16349 Shasta Dam Blvd, Shasta Lake, CA 96019.

B. Submittals identified with “CDMS” in the “No. of sets to be sent to” column of Table 01 33 00A shall be submitted in electronic format in accordance with 01 31 30- Contract Document Management System.

1. The Government, at the discretion of the COR, may require the Contractor to provide up to nine complete sets of hardcopies of all documents which appear unclear or illegible in their electronic format.

C. An original transmittal letter is required if the responsible code is not accepting the submittal through CDMS. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A – List of Submittals. If the responsible code is accepting the submittal through CDMS, no original transmittal is required.

D. Send a hardcopy of transmittal letter with appropriate number of sets to offices that are not the responsible code, but show “No. of sets to be sent to” in Table 01 33 00A – List of Submittals.

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

1. Submit in accordance with this section.

2. Submit to Construction Engineer, unless otherwise specified.

01 33 00 - 6

PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00A - List of Submittals

* RE Indicates Regional Engineer, CE indicates Construction Engineer, AM indicates Area Manager.

RSN

Clause or

Section Title

Submittals required Due date or delivery time

Respon-sible code

No. of sets to be sent from *

CE RE AM OGR

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

At least 28 days before use of Government land

CE 1 CDMS

01 14 30-1 Interruption of Services

Interruption of Services Request

At least 14 days before date of proposed interruption of services

CE 1 CDMS

01 31 30-1 Contract Document Management System

Approval Data Within14 days after Award

CE 1 1 1 1

01 31 30-2 Contract Document Management System

Final Data Within 14 days of Substantial Completion

CE 1 1 1 1

01 32 10-1 Construction Program

Representative Information

Within 7 days after receipt of Notice of Award

CE 1 CDMS

01 32 10-2 Construction Program

Baseline Schedule:

1. Blackline prints

2. Reports

3. Data on CD or DVD

Within 21 days after receipt of Notice to Proceed If not accepted, resubmit in 7 days per 01 32 1.09.B.4

CE

CDMS

01 32 10-3 Construction Program

Updated Schedule:

1. Blackline prints

2. Reports

3. Data on CD or DVD

With monthly requests for progress payments.

01 32 10-4 Construction Program

Time Impact Analysis:

1. Blackline prints

2. Reports

3. Data on CD or DVD

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

01 35 10-1 Safety Data Sheets

Complete LHM and SDS At least 14 days before jobsite delivery of hazardous material

CE 1 CDMS

01 33 00 - 8 or

Section Title

Submittals required Due date or delivery time

Respon-sible code

No. of sets to be sent from *

CE RE AM OGR

01 35 10-2 Safety Data Sheets

Updated LHM and SDS At least 14 days before jobsite delivery of hazardous material not previously listed

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before commencing onsite work. See Section 3 of RSHS

01 35 20-2 Safety and Health

Monthly Accident Summary Reports

At least once a month CE 1 CDMS

01 35 26-1 Water Removal

Approval Plans At least 28 days before beginning onsite work

CE 1 CDMS

01 35 30-1 Contractor’s Onsite Safety Personnel

Resume Prior to employment CE 1 CDMS

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports At least once a month CE 1 CDMS

01 54 00-1 Construction Aids

Work Plan At least 28 days before beginning onsite work

CE 1 CDMS

01 54 50-1 Temporary Attachments to Fish Trap Concrete Walls

Approval Plans and Certifications

At least 28 days before commencing onsite mobilization

CE 1 CDMS

01 54 50-2 Temporary Attachments to Fish Trap Concrete Walls

Concrete Repair Mortar At least 28 days before commencing repair work

CE 1 CDMS

01 55 20-1 Traffic Control

Comprehensive Traffic Control Plan

At least 28 days prior to starting on site work

CE 1 CDMS

01 55 20-2 Traffic Control

Shasta County Public Works Permit Application

Within14 days after Award

CE 1 CDMS

01 55 20-3 Traffic Control

Shasta County Public Works Permit

At least 28 days prior to starting on site work

CE 1 CDMS

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days prior to starting on site work

CE 1 CDMS

01 57 30-1 Water Pollution Control

Water Management Plan At least 28 days before commencing construction activities

01 33 00 - 9 or

Section Title

Submittals required Due date or delivery time

Respon-sible code

No. of sets to be sent from *

CE RE AM OGR

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

Within 7 days of waste disposal

CE 1 CDMS

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of hazardous waste disposal

CE 1 CDMS

01 78 30-1 Project Closeout

Warranties Within 14 days of completion of work

CE 1 CDMS

05 15 00-1 Wire Rope Assembly

Approval Data At least 28 days prior to ordering parts

RE 1 CDMS

05 15 00-2 Wire Rope Assembly

Installation Plans At least 14 days prior to installation

CE 1 CDMS

05 15 00-3 Wire Rope Assembly

Final Data Within 7 days of fish brail and hoist installation

CE 1 CDMS

05 15 00-4 Wire Rope Assembly

As-built Drawings Within 14 days of completion of work

CE 1 CDMS

05 50 00-1 Metal Fabrications

Welder Certifications At least 28 days prior to fabrication

CE 1 CDMS

06 74 00-1 Composite Grating

Shop Drawings and Data At least 28 days prior to manufacturing composite grating

RE 1 CDMS

07 91 00-1 Preformed Joint Seals

Manufacture Data and Shop Drawings

At least 28 days prior to manufacturing…