B01-08a_SS_attachment_1.pdf

U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado March 7, 2023

Kachess Dam Modification - Phase 3

Yakima Project, Washington

Columbia-Pacific Northwest Region

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Kachess Dam Modification Phase 3

Yakima Project, Washington

FOREWORD

Work is located at Kachess Dam, approximately 45 miles northwest of Ellensburg, Washington, in Kittitas County. Principal features of the work are described in Section 01 11 00 – Summary of Work.

PRE-BID SITE VISIT: A PREBID SITE VISIT WILL BE HELD ON {insert date}, {insert location},BEGINNING AT {insert time}. PROSPECTIVE BIDDERS SHOULD MAKE

ARRANGEMENTS BY CONTACTING [ ]AT THE TELEPHONE NUMBER LISTED

ABOVE. ATTENDEES ARE TO PROVIDE AND WEAR SAFETY BOOTS, HARD

HATS, SAFETY VESTS.

FOR DATE AND PLACE OF BID OPENING, SEE "SOLICITATION, OFFER, AND

AWARD," STANDARD FORM 1442.

FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION

"RECLAMATION SAFETY AND HEALTH STANDARDS" INCLUDING REVISIONS

AT www.usbr.gov/safety/rshs/ WHICH IS APPLICABLE TO WORK UNDER THIS

CONTRACT, SEE CLAUSE AT "WBR 1452.223-81 SAFETY AND HEALTH."

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Kachess Dam Modification Phase 3 Yakima Project, Washington Solicitation No.

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

KACHESS DAM MODIFICATION PHASE 3

YAKIMA PROJECT, WASHINGTON

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 Schedules.

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

(c) The Government will award Price Schedule A and may award Price Schedules B or C.

(d) Quantities in the Price Schedule are estimated quantities for comparison of offers only.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

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

(f) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE A

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 01 31 30 Contract Document Management System

For the lump sum of $

3 01 33 26 Complete Electrical System For the lump sum of $

4 02 41 07 Removal and Disposal of Existing Features

For the lump sum of $

B - 2

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

5 03 15 12 6-inch PVC Waterstops 684 LF $ $

6 03 20 00 Concrete Reinforcing 230,000 lbs $ $

7 03 33 00 Concrete 597 yd3 $ $

8 03 60 10 Backfill Grouting For the lump sum of $

9 03 81 10 Saw Cutting Existing Concrete, Full Depth

54 LF $ $

10 03 81 10 Saw Cutting Existing Concrete, 2-inch Depth

144 LF $ $

11 03 81 10 Concrete Removal 306 yd3 $ $

12 05 50 00 Miscellaneous Metalwork For the lump sum of $

13 22 09 23 Electromagnetic Flowmeter Systems

For the lump sum of $

14 22 14 30 Sump Pumping Systems For the lump sum of $

15 23 00 00 Heating, Ventilating, and Air Conditioning (HVAC) System

For the lump sum of $

16 26 05 02 Complete Electrical System For the lump sum of $

17 26 51 10 Interior Luminaries For the lump sum of $

18 31 02 10 Water for Dust Abatement For the lump sum of $

19 31 03 10 Diversion and Care of Reservoir Releases During Construction

20 31 03 10 Design of Pump System For the lump sum of $

B - 3

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

21 31 03 20 Cofferdam Construction For the lump sum of $

22 31 03 33 Unwatering For the lump sum of $

23 31 09 10 Abandoning and Removing Existing Instrumentation

For the lump sum of $

24 31 09 20 Inspection Well Instrumentation

For the lump sum of $

25 31 09 22 Protecting Existing Instrumentation

For the lump sum of $

26 31 09 25 Vibrating Wire Piezometers For the lump sum of $

27 31 11 00 Clearing and Grubbing 0.47 acres $ $

28 31 11 00 Removal of Shredded Tree Berms

1,950 LF $ $

29 31 14 10 Stripping 0.47 acres $ $

30 31 23 12 Excavation for Underground Electrical Conduit

490 LF $ $

31 31 23 12 Compacted Backfill for Underground Electrical Conduit

490 LF $ $

32 31 23 16 Excavation of Existing Dam Embankment and Foundation

20,170 yd3 $ $

33 31 23 16 Excavation for New Auxiliary Drain

10,500 yd3 $ $

34 31 23 16 Excavation for Access Road 2800 yd3 $ $

35 31 24 12 Zone 3, Sand Filter Material for Embankment

9,000 yd3 $ $

36 31 24 12 Zone 3, Sand Filter Material for Auxiliary Drain

880 yd3 $ $

37 31 24 13 Zone 4, Gravel Drain Material for Embankment

120 yd3 $ $

B - 4

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

38 31 24 13 Zone 4, Gravel Drain Material for Auxiliary Drain

400 yd3 $ $

39 31 24 14 Zone 5, Compacted Backfill Material for Embankment

20,000 yd3 $ $

40 31 24 14 Zone 5, Compacted Backfill Material for Auxiliary Drain

8,800 yd3 $ $

41 31 24 14 Zone 5, Compacted Backfill Material for Access Road

45 yd3 $ $

42 31 24 15 Zone 3A, Sand Filter Material/Gravel Drain Material Mix

170 yd3 $ $

43 31 25 10 Straw Wattles 910 LF $ $

44 31 32 32 Geotextile 1800 yd2 $ $

45 31 37 00 Outlet Works Channel Reconstruction

For the lump sum of $

46 31 37 10 Zone 6 – Cobble Slope Protection

1,798 yd3 $ $

47 32 15 04 Removing Existing Gravel Surfacing

1,440 yd3 $ $

48 32 15 10 Existing Gravel Surfacing 820 yd3 $ $

49 32 15 10 New Gravel Surfacing 230 yd3 $ $

50 32 91 20 Topsoil 3.5 acres $ $

51 32 91 60 Topsoil Erosion Control Matting

0.8 acres $ $

52 32 92 20 Seeding 3.5 acres $ $

53 33 09 12 Filter Drain Inspection Well For the lump sum of $

54 33 09 12 Auxiliary Drain Inspection Well No. 1

For the lump sum of $

55 33 09 12 Auxiliary Drain Inspection Well No. 2

B - 5

PRICE SCHEDULE A

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

56 33 42 50 12-inch Reinforced Concrete Pipe Culvert

For the lump sum of $

57 33 46 36 12-inch Diameter Perforated HDPE Pipe – Filter Drain

125 LF $ $

58 33 46 36 12-inch Diameter Nonperforated HDPE Pipe – Filter Drain

87 LF $ $

59 33 46 36 12-inch Diameter Perforated HDPE Pipe – Auxiliary Drain

520 LF $ $

60 33 46 36 12-inch Diameter Nonperforated HDPE Pipe – Auxiliary Drain

37 LF $ $

61 33 46 36 Drain cleanouts 2 EA $ $

62 33 46 40 Flume Installation For the lump sum of $

63 34 71 10 W Beam Guardrail for Access Road

150 LF $ $

64 35 21 94 Steel Piping For the lump sum of $

65 35 21 95 Steel Piping For the lump sum of $

66 35 22 15 Steel Piping For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

PRICE SCHEDULE B

CLIN Section Supplies or Services Quantity and Unit Unit Price Amount

67 31 03 10 Mobilize and Furnish Pumps For the lump sum of $

B - 6

PRICE SCHEDULE C

CLIN Section Supplies or Services Quantity and Unit Unit Price Amount

68 31 03 10 Operating Pump System For the lump sum of $

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 12 Work Restrictions and Limitations 01 14 20 Reservior Operations 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 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 35 50 Site Security 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 52 10 Field Office 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 12 Protection of Existing Infrastructure 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 57 90 Preservation of Historical and Archeological Data 01 60 00 Product Requirements 01 64 40 Governmen Furnished Products 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 41 07 Removal and Disposal of Existing Features

DIVISION 03 - CONCRETE

00 01 10 - 2

03 11 10 Concrete Forming 03 15 12 PVC Waterstops 03 15 15 Strip Waterstops [Place Holder] 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 40 50 Precast Prestressed Conctrete 03 47 20 Site-Precast Structual Concrete 03 60 10 Backfill Grouting 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 81 10 Concrete Removal

DIVISION 05 - METALS

05 50 00 Metal Fabrications

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 50 Spray-Applied Polyurethane Foam Insulation 07 92 00 Joint Sealants

DIVISION 08 - OPENINGS

08 31 20 Floor Access Hatches

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 22 - PLUMBING

22 09 23 Flowmeter Systems 22 14 30 Sump Pumping Systems

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 00 Heating, Ventilating, and Air Conditioning 23 31 00 HVAC Ducts and Castings 23 33 00 Air Duct Accessories 23 34 00 HVAC Fans 23 37 00 Air Inlets and Outlets 23 54 13 Electric Resistance Duct Heater 23 82 39 Electric Heat Units

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables

00 01 10 - 3

26 05 20 Grounding and Bonding 26 05 33 Raceway and Boxes 26 22 16 Transformer Load Center 26 24 24 Distribution Panelboards 26 27 30 Wiring Devices 26 51 10 Interior Luminaires

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 10 Diversion and Care of Stream During Construction 31 03 20 Cofferdam Construction 31 03 33 Removal and Control of Water 31 09 10 Abandoning and Removing Existing Intrumentation 31 09 20 Inspection Well Instrumentation 31 09 22 Protecting Existing Instramentation 31 09 25 Vibrating Wire and Fiber Optic Piezometers 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 02 Compacting Earth Materials 31 23 12 Earthwork for Electrical Trench 31 23 16 Existing Embankment and Foundation Excavation 31 23 19 Use of On-site Stoackpiled Material 31 23 39 Disposal of Excavated Material 31 24 10 Embankment Contruction 31 24 12 Zone 3 - Sand Filter Material 31 24 13 Zone 4 - Gravel Drain Material 31 24 14 Zone 5 - Compacted Backfill 31 24 15 Zone 3A - 50/50 Sand Filter Material/Gravel Drain Material Mix 31 25 10 Erosion Control 31 32 32 Geotextile 31 37 00 Outlet Works Channel Reconstruction 31 37 10 Zone 6 – Cobble Slope Protection

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 04 Remove Existing Gravel Surfacing 32 15 10 Gravel Surfacing 32 91 20 Placing Topsoil 32 91 60 Topsoil Erosion Control Matting 32 92 20 Seeding

DIVISION 33 - UTILITIES

33 09 12 Inspection Wells 33 42 50 Reinforced Concrete Pipe Culvert 33 46 36 HDPE Drain Pipe

00 01 10 - 4

33 46 40 Parshall Flum

DIVISION 34 - TRANSPORTATION

34 71 10 W-Beam Guardrail

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 94 Steel Transition and Deflector Plates 35 21 95 Installation of Government Furnished Pipe 35 22 15 Installation of Government Furnished Pluger Valves

FDIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Climatological Data 51 00 20 Reservoir Time History and Forecasted Reservoir Operations During

Construction 51 00 30 Evaluation of Potential Filter Sand Sources 51 00 35 Friable Particle Count Method 51 00 50 Electronic Media Release 51 00 60 Instrumentation Data 51 00 70 Geotechnical Laboratory Testing Results

DIVISION 52 - DRAWINGS

52 00 00 Drawings

DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS

53 10 00 Geologic Investigations 53 20 00 Records of Geologic and Subsurface Investigations

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 45 miles northwest of Ellensburg, Washington in Kittitas County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Mobilize to site and demobilize from site.

B. Clearing and grubbing, and stripping.

C. Excavate downstream face of Kachess Dam and foundation in area of outlet works conduit and demolish current outlet works portal structure.

D. Construct cofferdam within existing outlet works channel.

E. Install and maintain unwatering systems for removal and control of water within excavations during construction.

F. Maintain minimum reservoir releases during construction.

G. Install government-furnished steel pipe liner inside existing conduit and install government-furnished bypass pipe between steel pipe liner and existing conduit.

H. Install new, government-furnished plunger valve near upstream end of steel pipe liner.

I. Furnish and install new transition structure near upstream end of steel pipe.

J. Extend existing concrete outlet works conduit downstream and construct new portal structure.

K. Re-construct portion of outlet works channel downstream of new portal structure.

L. Place and compact zoned earthfill embankment materials within outlet works conduit excavation and new stability berm over outlet works conduit extension.

M. Furnish and install filter drain and filter drain inspection well, including all mechanical and electrical equipment.

N. Excavate trench for new auxiliary drain, place and compact new zoned earthfill materials, and furnish and install auxiliary drain, two auxiliary drain inspection wells, including all mechanical and electrical equipment, and concrete outlet structure.

Summary of Work

01 11 00 - 2

O. Excavate electrical trenches and furnish and install new electrical conduit.

P. Construct new downstream toe approach road.

Q. Install erosion control measures and complete restoration activities.

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, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

1.04 DEFINITIONS

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

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 53:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION