R17PS00797_-_Amendment_No._001.pdf

Amendment 0001 Intake 3 Trash Rake Coleman Fish Hatchery Specifications No. 20-C0869

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

INTAKE 3 TRASH RAKE

COLEMAN FISH HATCHERY

SHASTA DIVISION

CENTRAL VALLEY PROJECT, CALIFORNIA

B.1 PRICE SCHEDULE

(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(d) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232

-81

Mobilization and Preparatory Work

For the lump sum of $

2 Deleted

3 05 50 00 Miscellaneous Metalwork For the lump sum of $

4 13 34 23 Debris Trailer For the lump sum of $

5 26 05 02 Complete Electrical System For the lump sum of $

6 31 23 11 Compacted Backfill For the lump sum of $

7 32 15 10 Gravel Surfacing For the lump sum of $

8 32 31 04 Removal and Reinstallation of Existing Chain Link Fence

For the lump sum of $

9 32 31 10 Chain Link Fence For the lump sum of $

Price Schedule

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

10 32 92 20 Seeding and Soil Supplements

For the lump sum of $

11 33 09 15 Water-Level Pressure Sensor For the lump sum of $

12 35 21 63 Extended Blocking Panels and Supports

For the lump sum of $

13 35 21 70 Trash Rake For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

END OF SUPPLIES OR SERVICES AND PRICES

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 20 Work Restrictions 01 14 30 Interruption of Service 01 31 30 Deleted 01 32 20 Construction Program 01 33 00 Submittals 01 33 26 Electrical Drawings and Data 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 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork

DIVISION 05 - METALS

05 50 00 Metal Fabrications

00 01 10 - 2

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 23 Debris Trailer

DIVISION 26 - ELECTRICAL

26 04 10 Electrical Demolition and Removal 26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 20 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 90 Wiring Checkout and Tests 26 21 12 Meter Socket and Service Disconnect 26 24 24 Distribution Panelboards 26 27 40 Wiring Devices 26 29 12 Controller Modifications 26 32 12 Automatic Transfer Switch

DIVISION 31 - EARTHWORK

31 03 33 Removal of Water from Excavation 31 23 02 Compacting Earth Materials 31 23 11 Earthwork 31 23 39 Disposal of Excavated Materials

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 31 04 Removal and Reinstallation of Existing Chain Link Fence and Gates 32 31 10 Chain Link Fence 32 92 20 Seeding and Soil Supplements

DIVISION 33 - UTILITIES

33 09 15 Water-Level Pressure Sensor

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 63 Extended Blocking Panels and Supports 35 21 70 Trash Rake

00 01 10 - 3

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

00 01 10 - 4

This page intentionally left blank.

Submittals 01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

A. Cost:

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

1.2 DEFINITIONS

A. Days: Calendar days.

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

C. Submittals are considered to be “shop drawings” within the terms of the clause at

FAR 52.236-21, Specifications and Drawings for Construction.

1.3 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. Date.

2. Provide space next to title block for review stamps.

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

4. Draw to scale with neat lettering using drafting equipment or computer drafting equipment.

5. Final Drawings:

a. AUTOCAD® 2015 or newer format (.dwg) on CD-ROM disc.

01 33 00 - 2

b. Provide original D size (22 inches by 34 inches) plots.

1) When stamped drawings are required, provide hard copy originals with wet stamps.

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

d. Provide copies of original drawings in PDF format on CD-ROM.

e. Where quantities of originals or copies are not specified provide two copies on appropriate media. Coordinate an appropriate electronic media with COR prior to transmittal of electronic data.

6. Include proper title block on drawings or figures in accordance with standard drawing 40-D-7102.

D. Product Data:

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

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

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

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

d. Strike through items that do not apply.

E. Certifications:

1. Certifications by a registered California professional: Signed and sealed by registered California professional in accordance with each specific submittal requirement.

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed and include Table of Contents.

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

1) Bookmark longer files to assist in navigating file.

2. Contents:

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

b. Schematics and wiring diagrams.

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

01 33 00 - 3

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

G. Sample Submittals:

1. Label with complete manufacturer’s product 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. Label each sample or sample kit with contract number and title.

1.4 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. Deleted.

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal using the same number system as the CDMS.

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 21 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

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

1.5 REVIEW OF SUBMITTALS

A. Time Required:

01 33 00 - 4

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 at MPCO and extends through return mailing postmark date.

a. Deleted.

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

b. 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. Submittals will be returned either approved, approved subject to identified changes, or not approved with the exception of RSNs 01 32 10-1, 01 32 10-2, 01 35 10-1, 01 35 10-2, 01 35 20-1, 01 35 30-1, and 01 35 30-2, which will be accepted, conditionally accepted, or not accepted. Deleted.

2. The Government will acknowledge acceptance of submittals.

a. Submittals will not be returned when they comply with the specifications.

b. Submittals that do not comply with the specifications may be returned for resubmittal or additional information may be requested.

1.6 TRANSMITTAL

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

01 33 00 - 5

1. Construction Engineer, Bureau of Reclamation, MP Construction Office (MPCO), Attn: MPCO-200, P.O. Box 988, Willows, CA 95988-2615; Express Mail:

1140 West Wood Street, Willows, CA 95988-2615.

2. Onsite Government Representative, address to be furnished upon Notice to Proceed.

3. Hatchery Manager, Coleman National Fish Hatchery Complex, 24411 Coleman Fish Hatchery Road, Anderson CA 96007.

a. Submit 1 copy Attn: Hatchery Manager.

4. Technical Service Center (TSC), Bureau of Reclamation, Attn: 86-68510, P.O.

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

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

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

1. Responsible codes starting with “86-6” are located in the Technical Service Center. Send these submittals to the TSC address shown above.

2. Deleted.

a. Deleted.

C. Deleted.

D. Send copy 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. Send copy of transmittal letter only to the following offices:

1. Regional Engineer, Bureau of Reclamation, Attn: MP-200, 2800 Cottage Way, Sacramento CA 95825-1898.

2. Area Manager, Bureau of Reclamation, Northern California Area Office, Attn:

NC-210, 16349 Shasta Dam Boulevard, Shasta Lake, CA 96019-8400.

F. 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.

PART 2 PRODUCTS

Not Used

01 33 00 - 6

PART 3 EXECUTION

Not Used

Table 01 33 00A. - List of Submittals *CE indicates Construction Engineer, OGR indicates Onsite Government Representative, HM indicates Hatchery Manager, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CE

OGR

HM

TSC

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

At least 28 days before use of Government land

CE 3 1 2 1

01 14 30-1 Interruption of Service

Interruption of Service Request

At least 7 days before requested interruption of service

CE 3 1 2 0

01 32 20-1 Construction Program

Baseline Schedule:

1. Blackline prints

2. Reports

3. Data on DVD

Submitted for acceptance within 7 days after receipt of Notice to Award

01 32 20-2 Construction Program

Updated Schedule:

1. Blackline prints

2. Reports

3. Data on DVD

With each pay voucher or every 30 days

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

Submitted for acceptance at least 21 days before jobsite delivery of hazardous material

CE 3 1 2 0

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

Submitted for acceptance at least 14 days before jobsite delivery of hazardous material not previously listed

CE 3 1 2 0

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before commencing onsite mobilization.

See section 3 of RSHS

CE 3 1 2 0

01 35 20-2 Safety and Health

Monthly Accident Summary Report

Monthly CE 3 1 2 0

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resume Submitted for acceptance prior to employment

CE 3 1 2 0

01 33 00 - 7

*CE indicates Construction Engineer, OGR indicates Onsite Government Representative, HM indicates Hatchery or

Respon-sible

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Submitted for acceptance at least once each week

CE 3 1 2 0

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

At time of preconstruction conference

CE 3 1 2 0

01 51 00-1 Temporary Utilities

Construction Water Diversion Facility Information

At least 21 days before beginning diversion

CE 3 1 2 0

01 55 00-1 Vehicular Access and Parking

Access Roads and Haul Routes Plan

At least 28 days before start of construction activities

CE 3 1 2 0

01 55 20-1 Traffic Control Traffic Control Plan At least 28 days before affecting public traffic

CE 3 1 2 0

01 57 20-1 Environmental Controls

Copy of applicable Air Quality Permit

At least 21 days before start of construction activities

3 1 2 0

01 57 30-1 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 28 days before delivery or storage of oil

CE 3 1 2 0

01 57 50-1 Tree and Plant Protection

Protection Plan At least 21 days before start of onsite construction work

CE 3 1 2 0

01 71 20-1 Surveying Surveying Plan At least 21 days before start of onsite construction work

CE 3 1 2 0

01 71 20-2 Surveying Resumes At least 28 days before beginning survey work;

At least 28 days before personnel change

CE 3 1 2 0

01 71 20-3 Surveying Accuracy Check Results

At least 14 days before beginning survey work

CE 3 1 2 0

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2 days of completing and reducing each set of survey notes

CE 3 1 2 0

01 71 20-5 Surveying Workday’s Survey Notes

At conclusion of workday if requested by Government

CE 3 1 2 0

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

At least 28 days before start of onsite work

CE 3 1 2 0

01 33 00 - 8

*CE indicates Construction Engineer, OGR indicates Onsite Government Representative, HM indicates Hatchery or

Respon-sible

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal

CE 3 1 2 0

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 28 days before beginning environmental assessment

CE 3 1 2 0

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

CE 3 1 2 0

01 78 30-1 Project Record Documents

Final As-built Drawings

Within 14 days of completion of work

CE 3 1 2 0

01 78 30-2 Project Record Documents

Extra Materials Within 14 days of completion of work

CE 3 1 2 1

03 30 00-1 Cast-In-Place Concrete

Approval Data At least 28 days before placing cast-in-place concrete

CE 3 1 2 1

03 30 00-2 Cast-In-Place Concrete

Certifications At least 28 days before placing cast-in-place concrete

CE 3 1 2 0

03 30 00-3 Cast-In-Place Concrete

Cementitious Materials Certification and Test Reports

At least 28 days before placing cast-in-place concrete

CE 3 1 2 1

03 30 00-4 Cast-In-Place Concrete

Test Reports Within 24 hours after completion of each individual test

CE 3 1 2 1

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packaged Nonshrink Grout Data

At least 28 days before placing

CE 3 1 2 1

09 96 20-1 Coatings Approval Data At least 28 days before application

86-68540 3 1 2 1

09 96 20-2 Coatings Final Approval Data At least 28 days before application

86-68540 3 1 2 1

09 96 20-3 Coatings Paint Chip Samples At least 28 days before application

CE 1 1 1 1

09 96 20-4 Coatings Qualifications At least 28 days before application

CE 3 1 2 1

09 96 20-5 Coatings Quality Control Plan At least 28 days before application

CE 3 1 2 1

09 96 20-6 Coatings Contractor Quality Testing Report

Within 24 hours after completing each testing report

CE 3 1 2 1

01 33 00 - 9

*CE indicates Construction Engineer, OGR indicates Onsite Government Representative, HM indicates Hatchery or

Respon-sible

13 34 23-1 Debris Trailer Information and Data

At least 28 days before furnishing

CE 3 1 2 1

13 34 23-2 Debris Trailer Certificate of Origin At least 28 days before furnishing

CE 3 1 2 1

26 04 10-1 Electrical Demolition and Removal

Modification, Removal and Disposal Plan

At least 56 days before beginning modification, removal and disposal

86-68430 3 1 2 1

26 05 10-1 Conductors and Cables

Approval Data At least 56 days before purchase of conductors and cables

86-68430 3 1 2 1

26 05 10-2 Conductors and Cables

Test Reports Within 14 days after completing each test

86-68430 3 1 2 1

26 05 20-1 Grounding and Bonding

Test Reports Within 14 days after completing each test

86-68430 3 1 2 1

26 05 33-1 Raceways and Boxes

Approval Data At least 56 days before purchase of electrical raceways and boxes

86-68430 3 1 2 1

26 05 90-1 Wiring Checkout and Tests

Test Notification and Plan

At least 28 days before beginning each test

86-68430 3 1 2 1

26 05 90-2 Wiring Checkout and Tests

Test Report Within 14 days after completing each test

86-68430 3 1 2 1

26 21 12-1 Meter Socket and Service Disconnect

Shop Drawings and Manufacturer’s Data

At least 56 days before purchase of meter socket and service disconnect

86-68430 3 1 2 1

26 24 24-1 Distribution Panelboards

Approval Data At least 56 days before beginning fabrication or procurement

86-68430 3 1 2 1

26 24 24-2 Distribution Panelboards

Approval Drawings, Single-Line Diagram, Government Format

At least 56 days before beginning fabrication or procurement

86-68430 3 1 2 1

26 24 24-3 Distribution Panelboards

Approval Drawings, Wiring Diagrams, Government Format

At least 56 days before beginning fabrication or procurement

86-68430 3 1 2 1

26 24 24-4 Distribution Panelboards

Instruction Manual At least 28 days before beginning fabrication or procurement

86-68430 3 1 2 1

26 24 24-5 Distribution Panelboards

Final Drawings Within 14 days after completing distribution panel installation

86-68430 3 1 2 1

01 33 00 - 10

*CE indicates Construction Engineer, OGR indicates Onsite Government Representative, HM indicates Hatchery or

Respon-sible

26 27 40-1 Wiring Devices

Approval Data At least 56 days before beginning fabrication or procurement

86-68430 3 1 2 1

26 29 12-1 Controller Modifications

Approval Data At least 56 days before beginning controller modifications

86-68430 3 1 2 1

26 29 12-2 Controller Modifications

Cabinet Modification Plan and Layout Drawings

At least 56 days before beginning controller modifications

86-68430 3 1 2 1

26 29 12-3 Controller Modifications

Schematic Diagrams At least 56 days before beginning controller modifications

86-68430 3 1 2 1

26 29 12-4 Controller Modifications

Onsite Acceptance Test (OAT) Procedure and Start Date

At least 28 days before beginning onsite acceptance test

86-68430 3 1 2 1

26 29 12-5 Controller Modifications

Final Documentation Within 14 days after completing controller modifications

86-68430 3 1 2 1

26 32 12-1 Automatic Transfer Switch

Approval Drawings and Data

At least 56 days before purchase of automatic transfer switch

86-68430 3 1 2 1

26 32 12-2 Automatic Transfer Switch

Final Drawings and Data

Within 14 days after completing automatic transfer switch installation

86-68430 4 1 1 1

31 03 33-1 Removal of Water from Excavation

Removal of Water Plan

At least 28 days before beginning removal of water work

CE 3 1 2 1

31 23 02-1 Compacting Earth Materials

Test Results Within 24 hours after completing each individual test

CE 3 1 2 0

32 15 10-1 Gravel Surfacing

Certification At least 21 days before furnishing

CE 3 1 2 1

32 31 10-1 Chain Link Fence

Certifications At least 28 days before fabrication or procurement

86-68120 3 1 2 1

32 92 20-1 Seeding and Soil Supplements

Seeding Plan At least 28 days before beginning seeding work

CE 3 1 2 1

32 92 20-2 Seeding and Soil Supplements

Certifications At least 28 days before beginning seeding work

CE 3 1 2 1

01 33 00 - 11

*CE indicates Construction Engineer, OGR indicates Onsite Government Representative, HM indicates Hatchery or

Respon-sible

33 09 15-1 Water-Level Pressure Sensor

Approval Data At least 35 days before fabrication or procurement

86-68410 3 1 2 5

33 09 15-2 Water-Level Pressure Sensor

Final Data Before shipment to job site

86-68410 3 1 2 8

35 21 63-1 Extended Blocking Panels and Supports

Approval Data At least 35 days before fabrication or procurement

86-68410 3 1 2 5

35 21 63-2 Extended Blocking Panels and Supports

Approval Drawings At least 35 days before fabrication or procurement

86-68410 3 1 2 5

35 21 63-3 Extended Blocking Panels and Supports

Final Drawings Before shipment to job site

86-68410 3 1 2 8

35 21 70-1 Trash Rake Approval Drawings and Data

At least 35 days before fabrication or procurement

86-68410 3 1 2 5

35 21 70-2 Trash Rake Final Drawings and Data

Before shipment to job site

86-68410 4 1 1 1

END OF SECTION

01 33 00 - 12

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R17PS00797 – Intake 3 Trash Rake Coleman Fish Hatchery Spec. No. 20-C0869 Amendment No. 001

J-1

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Attachment Number

List of Documents, Exhibits, and other Attachments

General Decision Number: CA170009 8/04/2017 CA9 - Pages 40/40

Offeror Responsibility Information – Pages 4/4

Section G - RAC 15-13 Invoicing Documents Page 4/4

Site Visit Attendance Sheet – Page 1/1

Questions and Answers (8/22/2016) – Page 5/5

MP-748 (6/72) Meeting Attendance Record U.S. Bureau of Reclamation, Mid-Pacific Region

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Amendment No. 001 Attachment No. 4

Attachment No. 5

P a g e 1 | 5

INTAKE 3 TRASH RAKE COLEMAN FISH HATCHERY

RESPONSES TO QUESTIONS

1. As we are to include the up grading of the electrical service at intake 3 have you contacted P.G.E. to make sure they will not require this to be underground?

PG&E will provide service from the transformer secondary to the connection point and will also be responsible for the electric meter.

Contractor will be responsible for: drip loop to the distribution panelboard, weatherhead conduit and cable, riser conduit and cable, meter socket enclosure and service disconnection, and automatic transfer switch.

Contractor will provide: distribution panelboard in accordance with specification, conductors and cables from distribution panelboard to trash rake and pole mounted receptacle, and grounding and bonding of electrical equipment.

2. When can we have intake 3 completely shut down? As we cannot change the sub panel or the transfer switch and still keep intake 3 up and running. We can replace the meter panel and run on the generator or do we have to include our own generator? If so there still will be a down time.

Coordinate electrical supply outages with the OGR (Onsite Government Representative) as outlined in Section 01 14 30 – Interruption of Service.

3. For the Trash Rake control cabinet are we to locate it? And mounting detail.

See Section 35 21 70 – Trash Rake, Article 2.01.A.6, main trash rake control panel enclosure mounted in the existing control building electrical room.

4. Wiring connection diagram for the control cabinet?

Contractor will be required for supplying the control cabinet and making the necessary wiring connection in accordance with the specifications and manufacturer’s wiring connection diagram.

5. Is there an emergency stop button for this trash rake? If so where is it located?

There are two emergency stop buttons, one on the first rake support column, one on the last support column. The locations are shown on Drawing 214-D-26694, View A-A.

6. Need detail for mounting trailer receptacle.

Provide a weather protected receptacle mounted to the support column.

P a g e 2 | 5

INTAKE 3 TRASH RAKE COLEMAN FISH HATCHERY

RESPONSES TO QUESTIONS

7. Am I clear in my understanding I can run tray cable from the Panel DHA to the control cabinet.

Drawing 214-D-25748 shows the existing trench starting point and trench end where the tray cable can be run. Drawing 214-D-60096 shows how the cable is routed to the trash rake control panel.

8. Conduit size for the Pressure transducer.

Size conduit for pressure transducer cable in accordance with Section 26 05 33 – Raceway and Boxes, Design Requirements. Determine conduit sizes, except where shown on drawings or specified, in accordance with NFPA 70. In the event of conflict between the design requirements and NFPA 70, the more stringent requirement applies.

9. Can the Bureau please confirm that there is no work on the lower platform shown on sheet 26981 other than placing the new ladder down to it?

No work on the lower platform. The access ladder is the only work associated with this contract.

Drawing 214-D-26981 was provided to show location of the existing platform.

10. Please confirm that the davits shown on sheet 26981 are part of a different contract and NOT required as part of this solicitation. We can find no specification or reference to these davits in the contract specifications.

Drawing 214-D-26981 is included for information only. The davit arms are part of a previous contract that is anticipated to be completed on or around September 22, 2017.

11. Please confirm that the coating for all steel is to be galvanized only.

Not all steel is galvanized. See Tabulation 02 of Section 09 96 20 – Coatings. Items to be coated with an epoxy coating:

a. Interior and exterior ferrous surfaces of water-level measuring stilling well.

b. Pipe supports.

c. Blocking panels, supports, and associated metalwork.

d. Existing adhesive epoxy anchors that were cut flush with concrete.

12. Specification page 01-14-20-1, 1.03 Work Restrictions G. permits only 1 fish screen to be out of operation at a time, confirmed by page 01-14-20-2 (l). See informational plan sheet 214-D-26988. Two blocking panels will need to be removed to place 1 panel support. Since 2 adjacent blocking panels have to be removed to install a panel support can we assume that removing existing blocking panels doesn’t require the corresponding fish screen to be out of operation? How many blocking panels can be removed at one time?

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If more than one fish screen needs to be taken out of service, coordinate with the OGR as outlined in section 01 14 300 – Interruption of Service. Under submittal RSN 35 21 63-1 contractor is required to submit a descriptive write-up for the removal and installation of the extended blocking panels, see article 1.03.B in section 35 21 63 – Extended Blocking Panels and Supports.

13. Specification page 35-21-63-1, part 1 General, 1b. includes removal of the existing platform ladder.

This ladder was not present when we had our site visit. Same section € states we’re to reinstall this ladder. Where is this ladder? Is all the hardware included? Is there any restoration that needs to be done to the ladder?

Current construction is ongoing at the site. It is anticipated that this work will be completed prior to site mobilization for the Intake 3 Trash Rake Coleman Fish Hatchery. The hardware will be included.

14. Confirm all misc. metals are to be galvanized, no top coats of paint.

All misc. metal is to be galvanized according to specification requirements.

15. Confirm Blocking, support panels, trash rake, debris trailer and water level pressure sensor are to be primed and painted.

See Tabulations 01 and 02 of Section 09 96 20 – Coatings. The trailer, trash rake, and water-level pressure sensor are to be coated per the manufacturer’s standard coating, which is the factory finish.

The blocking panels, blocking panel supports, and water-level measuring stilling well are to be epoxy coated.

16. Plan sheet 214-D-25807: Confirm that only items circled are included with this contract.

That is correct.

17. Plan sheet 214-D-25808: Confirm pipe guardrail Mk. 25808-B is not included in this contract.

That is correct. The only new work on drawing 214-D-25808 is to add the removable post and chains, modify the floor plate (Mk. 25808-D), and pipe guardrail modifications (Mk. 25808-C).

18. Plan sheet 214-D-25810: Confirm that only items circled are included in this contract.

That is correct.

19. Plan sheet 214-D-26981. Confirm the following:

-There is no work to be performed at the lower platform on this contract. Confirmed

-The ladder shown is furnished by others including security shield and chains and only installation is a part of this contract. Confirmed

-Existing handrail for the upper platform has been modified as shown and is not a part of this contract.

Confirmed

-New W 6x15 is existing and furnish and install is not part of this contract. Confirmed

-Davits are not a part of this contract. Confirmed

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Drawing 214-D-26981 is included for information only to show existing installations at the site. The above items are correct.

20. Plan sheet 214-D-26982: Confirm there is not work for this contract on this sheet. It appears this platform has been installed as shown, and it’s only purpose is to show the landing of owner furnish ladder.

Confirmed.

21. Plan sheet 214-D-26983: Confirm this is the owner furnished ladder to be installed by contractor and no materials are required.

Confirmed.

22. Section 2.02.A.1 states that a “Lockable dead-front type outer door with swing-out panel install” is required for the Enclosure. Ovivo standard design utilizes a swing out panel equipped with a HandOff- Auto switch and an emergency stop push button. All other lights, buttons, switches, etc. are displayed on the full color HMI. Is this acceptable?

The specifications are clear and there is a submittal process for this action.

23. Section 2.02.A.8 calls for a separate lockable disconnect switch in a separate NEMA 250 Type 12 enclosure. Ovivo’s standard design integrates a lockable disconnect switch with the main circuit breaker in the control panel. If needed we can provide a separate cover over the main circuit breaker to comply with arc flash and short circuit protection requirements. Is this acceptable?

Section 2.02.A.8.e allows the disconnect switch to be mounted on the swing-out panel or in a separate enclosure but still within the control building.

24. Section 2.02.B calls for an Allen Bradley Model SLC 500 PLC. This model is outdated and will put the customers system at risk of early obsolescence. Our standard Allen Bradley Unit is a CompactLogix 1769-L33ERM, or we can provide a more cost effective alternative, the Allen Bradley Micro 800 PLC. Is it acceptable to supply the new Allen Bradley units, and if so, which do you prefer?

2.02 B provides an “or equal “. PLC must meet salient characteristics described in section 2.02.B.

25. Section 2.02.B.11 Ovivo doesn’t typically provide a programming software kit with the Bosker Unit as it is much cheaper for the end user to procure the software separately. Would you like to for us to delete this from our scope of supply, or supply it in accordance with the specifications.

Supply the programming software in accordance with the specifications.

26. Section 2.02.E.2 calls for a Pendant Enclosure: NEMA Type 4 in accordance with NEMA 250. Ovivo provides a superior non-tethered hand held remote control with a NEMA 3R housing as a standard. Is this acceptable?

NEMA Type 4 is a more stringent standard than NEMA Type 3R. Please provide a NEMA Type 4 rated hand held remote.

27. Please advise if the clarification questions have be completed, and if the Bureau is going to grant a bid extension to the above referenced solicitation?

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Responses to all questions and bid opening date extension that’s been posted in Amendment 001.

28. Can the Bureau specify another product or confirm that Bentley Systems can provide their product for this solicitation? I know of no other product that is "equal" to EADOC's?

CDMS (Contract Document Management System) has been removed. Please see amendment 001.

29. This procurement is set-aside for Service Disabled Veteran Owned Small Business Concerned only, are Small Business Entity eligible for this project?

This solicitation has been set-aside, in accordance with (IAW), FAR 52.219-27, Notice of Service Disable Veteran Owned Small Business Set-Aside. Interested parties will be required to provide their Small Business Program Representation prior to award.

30. What criteria does the Bureau of Reclamation have to certify that the rash rake vendor is an 'or equal'?

The salient characteristics of the trash rake are clearly stated in section 35 21 70 of the specification.

31. At what time in the bid process does the Bureau of Reclamation deem a trash rake manufacturer is 'or equal' and acceptable?

The specifications are clear and there is a submittal process for this action.

32. Would the Bureau of Reclamation consider a trash rake vendor 'or equal' with no or limited experience/installations?

Prime contractor’s responsibility will be determined prior to award (IAW) FAR 14.4 – Opening of Bids and Award of Contract

Attachment 1, Amendment 001