Attachment___1_Specifications1.pdf

U.S. Department of the Interior APRIL 2023

Leadville Mine Treatment Plant and Facilities Water Treatment Plant Replacement

Leadville Mine Drainage Tunnel Project, Colorado

Solicitation No. 140R4023R0011

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Water Treatment Plant Replacement

Leadville Mine Drainage Tunnel Project, Colorado

FOREWORD

Work is located on the north side of Leadville, Colorado in Lake County at and near the Leadville Mine Drainage Tunnel Water Treatment Plant, 749 Highway 91, Leadville, Colorado 80461.

A. Overview: Work consists of constructing a new 3.2 million gallons per day (MGD) Water Treatment Plant (WTP) adjacent to an existing 3.2 MGD WTP, then demolition of the existing WTP.

B. Contractor is responsible for staging areas, including space for construction trailers, material storage, and construction staff parking.

C. Contractor is responsible for investigations before beginning any construction, including:

1. Exploratory excavations and contacting utility owners, to determine locations and type of existing utilities, including:

a. Service connections, prior to commencing work which could result in damage to such utilities.

b. Immediately notify Reclamation to utilities discovered in a different position than indicated in contract documents or not indicated in contract documents.

D. Install:

1. Traffic control measures, protection measures for existing components, and temporary fencing.

2. Erosion control measures and maintain temporary safety fence and protection of existing installations as needed.

3. Site retaining walls.

4. Contractor designed unwatering and/or dewatering system to perform excavations to facilitate construction.

5. Hot tap with isolation valve on an existing potable water line on south side of

Colorado State Highway 91. Coordinate with Parkville Water District and Colorado Department of Transportation.

6. Potable water piping via auger bore under Colorado State Highway 91.

Coordinate with Colorado Department of Transportation.

7. Potable water piping along River Road from Colorado State Highway 91 to WTP site. Coordinate with Lake County.

8. New treatment building.

9. New storage building.

10. New diesel emergency generators.

11. Site improvements, including yard piping, duct banks, stormwater, perimeter fencing and access point modifications, relocation of two existing flammables container buildings, relocation of one 250-gallon diesel fuel storage tank and supporting structure, surface treatments, landscaping, site lighting, and restoration of construction-impacted areas.

E. Site grading, cuts, and fills as required.

F. Receive delivery of, store, install, startup, and commission water treatment equipment from three Government-furnished equipment supply contracts.

G. Modify:

1. Permanent power supply to WTP site. Coordinate with Xcel Energy.

2. Natural gas service to WTP site. Coordinate with Xcel Energy.

3. Site’s existing septic system. Coordinate with Lake County:

a. Provide septic tank hauling services as needed per Contractor’s schedule in accordance with Sections 01 14 00 – Work Restrictions and 01 32 10 – Construction Program.

b. Dispose of existing leach field soil material per Lake County requirements, including performing analyses required by the receiving landfill.

4. Telecommunication service to WTP site. Coordinate with current provider.

5. Existing pond pump station to reuse existing wet well and replace pump station.

H. Replace:

1. Programmable logic controller (PLC) hardware and program new PLC at existing mine drainage well facility 10+25 Well Pump Station located approximately 0.25 miles south-southeast of existing WTP site.

2. Programmable logic controller (PLC) hardware and program new PLC at existing mine drainage well facility 46+96 Well Pump Station located approximately 1-mile south-southeast of existing WTP site.

3. Existing holding pond lining system and associated components.

I. Commission new WTP building and water treatment systems, including all associated disciplines work.

J. Maintain continuity of existing WTP operations during project construction until existing WTP has been decommissioned:

1. Relocate existing filter press on temporary concrete pad complete with infrastructure and utilities required for operation until new WTP building has been commissioned, then demolish components required for existing filter press operation.

K. Plug, seal, and abandon existing WTP building’s commercial well, Colorado Department of Water Resources well permit 158302, in accordance with Code of Colorado

Regulations 2 CCR 402-2, Rules and Regulations for Water Well Construction, Pump Installation, Cistern Installation, and Monitoring and Observation Hole/Well Construction.

L. Demolish:

1. Existing storage building.

2. Existing water treatment plant building and adjacent structures:

a. Demolition will include decommissioning existing WTP and Reclamation’s subsequent process to excess existing equipment;

Reclamation will have 90 calendar days from end of existing WTP decommissioning to complete excessing process.

b. Properly dispose of equipment remaining after Reclamation’s excessing process is complete.

M. Remove existing sediment from existing 18-inch diameter PVC stormwater outfall line from existing catch basin CB-3 north to the pipe outlet, approximately 175 feet. For existing conditions, in accordance with Section 51 33 01 – Storm and Clearwell Drain Line Systems Inspection Report.

N. Remove existing sediment from existing 18-inch diameter stormwater outfall line from existing northeast catch basin north to the outlet, approximately 60-feet.

O. Remove traffic control measures, protection measures for existing components, and temporary fencing.

P. Demobilize for winter shutdown(s) as necessary.

Q. Project management and administration, including scheduling, obtaining permits, and coordination with Reclamation.

PRE-BID SITE VISIT: A PREBID SITE VISIT WILL BE HELD ON {insert date}, {insert location}, BEGINNING AT {insert time}. 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" WHICH IS APPLICABLE

TO WORK UNDER THIS CONTRACT, SEE CLAUSE AT "WBR 1452.223-81 SAFETY

AND HEALTH."

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R4023R0011

Price Schedule

B - 1

SECTION B – SUPPLIES OR SERVICES AND PRICES

LEADVILLE MINE TREATMENT PLANT AND FACILITIES

WATER TREATMENT PLANT REPLACEMENT

LEADVILLE MINE DRAINAGE TUNNEL PROJECT, COLORADO

B.1 PRICE SCHEDULES

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

(1) Offerors shall complete Price Schedules 1 and 2. Offers for less than the total of

Schedules 1 and 2 will be considered nonresponsive and will not be evaluated for award.

(2) Government will award Price Schedule 1. Price Schedule 2 will be awarded depending on available funds.

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

(c) Quantities in the Price Schedules are estimated quantities for comparison of offers only.

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

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

(e) Definitions:

(1) CLIN – Contract Line-Item Number

PRICE SCHEDULE 1

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1-1 WBR

1452.232 -81

Mobilization and Preparatory Work

For the lump-sum of $

1-2 01 64 40 Government-Furnished Products – Solids Contact Clarifier Equipment

For the lump-sum of $

1-3 01 64 40 Government-Furnished Products – Membrane Filtration System

For the lump-sum of $

B - 2

PRICE SCHEDULE 1

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1-4 01 64 40 Government-Furnished Products – Filter Presses

2 Ea $ $

1-5 02 41 00 Demolition of Existing Installations

For the lump-sum of $

1-6 05 12 10 Water Treatment Plant (WTP) Facility and Appurtenant Works

For the lump-sum of $

1-7 07 41 13 Pre-Insulated Metal Roof Panels Warranties

For the lump-sum of $

1-8 08 71 00 Door Hardware Heavy-Duty Electric Strikes Warranty

For the lump-sum of $

1-9 23 09 23 Direct Digital Control (DDC) System – HVAC Warranty

For the lump-sum of

1-10 23 52 00 Heating Boilers Warranty For the lump-sum of

1-11 31 23 10 Excavation 36,270 yd3 $ $

1-12 31 23 10 Compacted Backfill 800 yd3 $ $

1-13 31 23 10 Gravel Fill 269 yd3 $ $

1-14 31 23 10 Type L Riprap 64 yd3 $ $

1-15 31 23 10 Gravel Surfacing 325 yd3 $ $

1-16 31 23 10 Base Course 462 yd3 $ $

1-17 31 25 10 Erosion Control Blanket 2,800 yd2 $ $

1-18 32 32 00 Retaining Wall Monitoring Plan

For the lump-sum of $

1-19 32 92 20 Hydromulch Seed Mix 4,100 yd2 $ $

1-20 33 05 21 Bored Utility Crossing For the lump-sum of $

1-21 33 11 14 Reinforced Concrete Pressure Pipe

For the lump-sum of $

1-22 33 11 17 PVC Gravity Drain 1,934 lin ft $ $

1-23 33 11 18 8-inch Line Pipe 980 lin ft $ $

B - 3

TOTAL FOR PRICE SCHEDULE 1 $_________________

OPTIONAL PRICE SCHEDULE 2 – Holding Pond Relining

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

2-1 31 32 30 Liner System Preparation For the lump-sum of $

2-2 31 32 30 Liner System 27 yd2 $ $

TOTAL FOR OPTIONAL PRICE SCHEDULE 2 $_________________

END OF SUPPLIES OR SERVICES AND PRICES

B - 4

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 12 10 Other Contracts 01 14 00 Work Restrictions 01 14 10 Use of Site 01 14 30 Interruption of Service 01 31 19 Project Management and Coordination 01 32 10 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 46 25 Special Inspections 01 51 00 Temporary Utilities 01 52 10 Field Office 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 26 Temporary Fencing 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 35 Oil Spill Prevention 01 57 40 Pesticides 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 60 00 Product Requirements 01 64 40 Government-Furnished Products 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents 01 79 20 Training 01 86 30 Information System Security 01 91 16 Commissioning

00 01 10 - 2

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 02 83 33 Removal and Disposal of Equipment with Coatings Containing Regulated Metals

DIVISION 03 – CONCRETE

03 11 10 Concrete Forming 03 15 18 Rubber Joint Strips 03 20 00 Concrete Reinforcing 03 20 30 Post-Installed Reinforcing Bars 03 20 60 Concrete Anchors 03 30 00 Cast-In-Place Concrete 03 35 10 Concrete Floor Hardener 03 48 00 Precast Concrete Structures 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 63 00 Epoxy Grout

DIVISION 04 – MASONRY

04 22 10 Reinforced Concrete Unit Masonry Assemblies

DIVISION 05 – METALS

05 12 10 Structural Steel 05 21 23 Steel Joist and Joist Girders 05 31 00 Metal Decking 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrications 05 51 10 Stairs 05 51 20 Equipment Support Structure, Platforms and Stairs

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 82 10 Fiberglass Reinforced Plastic (FRP) Fabrications 06 83 00 Fiberglass Reinforced Paneling

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 19 20 Silane Water Repellent 07 21 20 Extruded Polystyrene Foam Insulation 07 21 40 Batt and Blanket Insulation 07 21 50 Spray-Applied Polyurethane Foam Insulation 07 41 13 Pre-Insulated Metal Roof Panels 07 42 13 Pre-Insulated Metal Wall Panels 07 84 00 Firestopping 07 92 00 Joint Sealants and Masonry Joints

00 01 10 - 3

DIVISION 08 – OPENINGS

08 11 10 Steel Doors and Frames 08 31 25 Floor Access Hatches 08 33 20 Roll-Up Doors 08 41 10 Aluminum Framed Entrances and Storefronts 08 51 20 Steel Windows 08 71 00 Door Hardware 08 81 00 Glazing

DIVISION 09 – FINISHES

09 29 00 Gypsum Board 09 30 10 Ceramic Tile 09 50 00 Acoustical Ceilings 09 65 10 Resilient Wall Base 09 68 13 Tile Carpeting 09 96 20 Coatings

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10 14 01 Exterior Signage 10 14 26 Utility Markers 10 26 00 Wall and Door Protection 10 28 13 Toilet Room Accessories 10 44 20 Fire Extinguishers 10 51 00 Lockers 10 56 51 Wall-Mounted Shelves 10 75 16 Ground Set Flagpole

DIVISION 11 – EQUIPMENT

11 53 00 Laboratory Equipment

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 12 30 00 Casework and Countertops 12 48 13 Entrance Floor Mats and Frames

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 20 Metal Building System 13 34 23 Generator Roof Canopy

00 01 10 - 4

DIVISION 14 – CONVEYING EQUIPMENT

14 20 10 Machine Room-less (MRL) Electric Traction Passenger Elevator

DIVISION 21 – FIRE SUPPRESSION

21 13 13 Water Based Fire Suppression Systems 21 22 00 Clean Agent Fire Extinguishing Systems

DIVISION 22 – PLUMBING

22 00 00 Plumbing System 22 05 00 Common Work Results for Plumbing 22 05 13 Common Motor Requirements for Plumbing Equipment 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 19 Meters and Gauges for Plumbing Piping 22 05 23 Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 33 Heat Tracing for Plumbing Piping 22 05 48 Vibration Controls for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 16 Facility Water Distribution Piping 22 11 19 Facility Water Piping Specialties 22 11 20 Service Water Equipment 22 11 23 Inline, Domestic-Water Pumps 22 13 00 Facility Sanitary Sewers 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 13 23 Oil Interceptors 22 14 19 Chemical Drainage Piping Systems 22 14 30 Sump Pumping Systems 22 15 00 General Service Compressed Air System 22 23 11 Facility Natural Gas Piping 22 35 00 Water Heaters 22 42 00 Plumbing Fixtures 22 45 00 Emergency Plumbing Fixtures

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

23 00 00 Heating, Ventilating, and Air-Conditioning (HVAC) Systems 23 05 00 Common Work Results - HVAC 23 05 13 Common Motor Requirements - HVAC Equipment 23 05 16 Expansion Fittings and Loops - HVAC Piping 23 05 17 Sleeves and Sleeve Seals - HVAC Piping 23 05 23 Valves - HVAC Piping

00 01 10 - 5

23 05 29 Supports - HVAC 23 05 48 Vibration Controls - HVAC Piping and Equipment 23 05 53 Identification - HVAC 23 05 93 Testing, Adjusting, and Balancing - HVAC 23 07 13 Duct Insulation - HVAC 23 07 19 Piping Insulation - HVAC 23 08 00 Commissioning - HVAC 23 09 00 Instrumentation and Control - HVAC 23 09 23 Direct Digital Control (DDC) System - HVAC 23 09 24 Hydronic Control Valves 23 09 25 Control Dampers 23 21 00 Hydronic Piping 23 21 16 Hydronic Piping Specialties 23 21 23 Hydronic Pumps 23 23 00 Refrigerant Piping 23 25 13 Water Treatment for Closed Loop Hydronic Systems 23 31 00 Ducts - HVAC 23 33 00 Air Duct Accessories 23 34 00 Fans - HVAC 23 35 00 Welding Fume Exhaust Systems 23 36 00 Air Terminal Units 23 37 00 Air Inlets and Outlets 23 52 00 Heating Boilers 23 54 13 Electric Resistance Duct Heater 23 54 16 Gas-Fired Furnaces 23 55 00 Fuel-Fired Heaters 23 62 00 Condensing Units 23 73 13 Indoor, Custom Air-Handling Units 23 73 39 Indoor, Direct-Fired Heating and Ventilating Units 23 81 26 Split System Air Conditioners 23 82 39 Electric Heat Units

DIVISION 25 – INTEGRATED AUTOMATION

25 00 01 Water Treatment Plant (WTP) Control System 25 00 03 System Datasheets

DIVISION 26 – ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 26 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 36 Cable Trays 26 05 90 Wiring Checkout and Tests 26 09 55 Lighting Control Panel

00 01 10 - 6

26 16 14 480-Volt Metal-Enclosed Switchgear 26 19 45 Cable Bus 26 24 13 Switchboard 26 24 16 Distribution Panelboards 26 24 19 600V Motor Control Centers 26 24 20 Control Panels and Enclosures 26 26 10 Transformer Load Center 26 27 40 Wiring Devices 26 30 10 Automatic Transfer Switches 26 32 10 Engine-Generator Sets 26 33 46 125V DC Battery System 26 33 48 DC Switchboard 26 33 53 Uninterruptible Power Supply (UPS) 26 51 10 Interior Lighting 26 52 20 Emergency Lighting 26 56 60 Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 21 01 Communications Systems 27 30 01 Telephone System

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 10 01 Security and Surveillance System 28 31 00 Fire Detection and Alarm

DIVISION 31 – EARTHWORK

31 02 10 Water for Dust Abatement and Dust Palliative 31 03 10 Diversion and Care of Holding Pond Water 31 03 33 Removal and Control of Water 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 02 Compacting Earth Materials 31 23 10 Earthwork 31 23 22 Pipe Trench Earthwork 31 23 39 Disposal of Excavated Materials 31 23 70 Controlled Low Strength Material (CLSM) 31 25 10 Erosion Control 31 32 30 Liner System 31 32 35 Geocomposite 31 32 36 Geomembrane

00 01 10 - 7

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 22 Asphalt Concrete Pavement 32 17 20 Painted Traffic Lines and Markings 32 31 10 Chain Link Fence 32 31 18 Chain Link Vertical Pivot Gate 32 32 00 Retaining Walls 32 92 20 Seeding and Soil Supplements

DIVISION 33 – UTILITIES

33 05 19 Metal Pipe 33 05 21 Bored Utility Crossing 33 11 14 Reinforced Concrete Pressure Pipe 33 11 17 PVC Gravity Drain 33 11 18 HDPE Pressure Pipe 33 11 50 Pipe Crossings at Existing Utility Pipelines 33 14 19 Fire Hydrants 33 46 40 Underslab Drainage

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 22 14 Valves and Equipment

DIVISION 40 – PROCESS INTERCONNECTIONS

40 00 00 Process Interconnection 40 05 07 Hangers and Supports for Process and Chemical Piping 40 05 23 Stainless-Steel Process Piping 40 05 24 Steel Pipe 40 05 31 Thermoplastic Pipe 40 05 33 High-Density Polyethylene Piping 40 05 36 Fiberglass Reinforced Plastic Pipe 40 05 53 Process Valves and Accessories 40 05 63 Chemical Valves 40 05 97 Identification for Process and Chemical Piping 40 41 00 Process Piping and Equipment Heat Tracing 40 42 00 Process Piping and Equipment Insulation 40 70 00 Instrumentation Index 40 71 00 Flow Measurement 40 72 00 Level Measurement 40 73 00 Pressure Measurement 40 74 00 Temperature Measurement 40 75 00 Analytical Instrumentation 40 79 00 Instrument Valves and Fittings

00 01 10 - 8

DIVISION 41 – MATERIAL PROCESS AND HANDLING EQUIPMENT

41 12 13 Conveyors 41 22 10 Davit Arm Cranes 41 22 14 Overhead Bridge Crane 41 22 23 Monorail Crane 41 62 23 Forklift Trucks

DIVISION 42 – PROCESS HEATING, COOLING AND DRYING EQUIPMENT

42 12 00 Process Heaters

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND

STORAGE EQUIPMENT

43 23 00 Vertical Lineshaft Pumping Units 43 23 71 Air-Operated Diaphragm Reciprocating Pumps 43 41 13 Welded Steel Tanks 43 41 43 Polyethylene Tanks 43 41 45 Fiberglass Reinforced Plastic Tanks

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

46 05 00 General Requirements for Equipment 46 33 00 Liquid Chemical Feed Equipment 46 33 42 Diaphragm-Type Metering Pumps 46 33 44 Peristaltic Metering Pumps 46 33 66 Liquid Chemical Transfer Pumps 46 33 83 Liquid Chemical Feed Accessories and Safety Equipment 46 40 10 Air Stripper Equipment 46 41 13 Inline Rapid Mixers 46 41 17 Inline Static Mixers 46 41 41 Top-Entering Tank Mixers

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Existing Storage Building Photographs 51 00 12 Existing Holding Pond Photographs 51 00 14 Existing Pond Pump House Photographs 51 00 16 Existing WTP Site Photographs 51 00 18 Existing WTP Building Photographs 51 00 20 Existing 10+25 Well Pump Station Photographs 51 00 22 Existing 46+96 Well Pump Station Photographs 51 00 24 Miscellaneous Existing Conditions Photographs 51 00 50 Electronic Media Release 51 02 80 Hazardous Materials Reports

00 01 10 - 9

51 31 03 Existing Monitoring Well Water Quality Data 51 33 01 Storm and Clearwell Drain Line Systems Inspection Report 51 33 03 Existing Commercial Well Permit 51 33 05 Utility Potholing Reports 51 46 43 Solids Contact Clarifiers (SCC) Supply Contract Approval Drawings and Data 51 46 61 Membrane Filtration System (MFS) Supply Contract Approval Drawings and

Data 51 46 76 Filter Presses (FP) Supply Contract Approval Drawings and Data

DIVISION 52 – DRAWINGS

52 00 00 Drawings

DIVISION 53 – GEOLOGIC INVESTIGATIONS AND RECORDS

53 00 05 Baseline Conditions 53 10 01 Geotechnical Supporting Documents 53 20 00 Geologic Investigations 53 20 01 Preconstruction Geologic Design Data

END OF CONTENTS

00 01 10 - 10

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located on the north side of Leadville, Colorado, in Lake County at and near the Leadville Mine Drainage Tunnel Water Treatment Plant, 749 Highway 91, Leadville, Colorado 80461.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Overview: Work consists of constructing a new 3.2 million gallons per day (MGD) Water Treatment Plant (WTP) adjacent to an existing 3.2 MGD WTP, then demolition of the existing WTP.

B. Contractor is responsible for staging areas, including space for construction trailers, material storage, and construction staff parking.

C. Contractor is responsible for investigations before beginning any construction, including:

1. Exploratory excavations and contacting utility owners, to determine locations and type of existing utilities, including:

a. Service connections, prior to commencing work which could result in damage to such utilities.

b. Immediately notify Reclamation to utilities discovered in a different position than indicated in contract documents or not indicated in contract documents.

D. Install:

1. Traffic control measures, protection measures for existing components, and temporary fencing.

2. Erosion control measures and maintain temporary safety fence and protection of existing installations as needed.

3. Site retaining walls.

4. Contractor designed unwatering and/or dewatering system to perform excavations to facilitate construction.

5. Hot tap with isolation valve on an existing potable water line on south side of

Colorado State Highway 91. Coordinate with Parkville Water District and Colorado Department of Transportation.

01 11 00 - 2

6. Potable water piping via auger bore under Colorado State Highway 91.

Coordinate with Colorado Department of Transportation.

7. Potable water piping along River Road from Colorado State Highway 91 to WTP site. Coordinate with Lake County.

8. New treatment building.

9. New storage building.

10. New diesel emergency generators.

11. Site improvements, including yard piping, duct banks, stormwater, perimeter fencing and access point modifications, relocation of two existing flammables container buildings, relocation of one 250-gallon diesel fuel storage tank and supporting structure, surface treatments, landscaping, site lighting, and restoration of construction-impacted areas.

E. Site grading, cuts, and fills as required.

F. Receive delivery of, store, install, startup, and commission water treatment equipment from three Government-furnished equipment supply contracts.

G. Modify:

1. Permanent power supply to WTP site. Coordinate with Xcel Energy.

2. Natural gas service to WTP site. Coordinate with Xcel Energy.

3. Site’s existing septic system. Coordinate with Lake County:

a. Provide septic tank hauling services as needed per Contractor’s schedule in accordance with Sections 01 14 00 – Work Restrictions and 01 32 10 – Construction Program.

b. Dispose of existing leach field soil material per Lake County requirements, including performing analyses required by the receiving landfill.

4. Telecommunication service to WTP site. Coordinate with current provider.

5. Existing pond pump station to reuse existing wet well and replace pump station.

H. Replace:

1. Programmable logic controller (PLC) hardware and program new PLC at existing mine drainage well facility 10+25 Well Pump Station located approximately

0.25 miles south-southeast of existing WTP site.

2. Programmable logic controller (PLC) hardware and program new PLC at existing mine drainage well facility 46+96 Well Pump Station located approximately 1-mile south-southeast of existing WTP site.

3. Existing holding pond lining system and associated components.

01 11 00 - 3

I. Commission new WTP building and water treatment systems, including all associated disciplines work.

J. Maintain continuity of existing WTP operations during project construction until existing WTP has been decommissioned:

1. Relocate existing filter press on temporary concrete pad complete with infrastructure and utilities required for operation until new WTP building has been commissioned, then demolish components required for existing filter press operation.

K. Plug, seal, and abandon existing WTP building’s commercial well, Colorado Department of Water Resources well permit 158302, in accordance with Code of Colorado Regulations 2 CCR 402-2, Rules and Regulations for Water Well Construction, Pump Installation, Cistern Installation, and Monitoring and Observation Hole/Well Construction.

L. Demolish:

1. Existing storage building.

2. Existing water treatment plant building and adjacent structures:

a. Demolition will include decommissioning existing WTP and Reclamation’s subsequent process to excess existing equipment;

Reclamation will have 90 calendar days from end of existing WTP decommissioning to complete excessing process.

b. Properly dispose of equipment remaining after Reclamation’s excessing process is complete.

M. Remove existing sediment from existing 18-inch diameter PVC stormwater outfall line from existing catch basin CB-3 north to the pipe outlet, approximately 175 feet. For existing conditions, in accordance with Section 51 33 01 – Storm and Clearwell Drain Line Systems Inspection Report.

N. Remove existing sediment from existing 18-inch diameter stormwater outfall line from existing northeast catch basin north to the outlet, approximately 60-feet.

O. Remove traffic control measures, protection measures for existing components, and temporary fencing.

P. Demobilize for winter shutdown(s) as necessary.

Q. Project management and administration, including scheduling, obtaining permits, and coordination with Reclamation.

1.03 SPECIFICATIONS REQUIREMENTS

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

01 11 00 - 4

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 word or term defined in Federal Acquisition Regulations (FAR), definition of word or term shall be in accordance with FAR sections in effect at 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.

3. OGR: Onsite Government Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Other Contracts

01 12 10 - 1

SECTION 01 12 10

OTHER CONTRACTS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 OTHER CONTRACTS

A. During work under this contract, other work that may be performed in vicinity of work by Reclamation and other contractors includes the following:

1. Supply of Solids Contact Clarifier Equipment, in accordance with Section

01 64 40 – Government-Furnished Products.

2. Supply of Membrane Filtration System, in accordance with Section 01 64 40 –

Government-Furnished Products.

3. Supply of Filter Presses, in accordance with Section 01 64 40 – Government-

Furnished Products.

B. Cooperate and coordinate with other contractors on access to and use of work areas and contractor use areas. Comply with clause at FAR 52.236-8, Other Contracts.

C. Do not interfere with work of other contractors or Government in vicinity of work.

D. Cooperate and coordinate with other contractors on use of temporary utilities.

E. Cooperate and coordinate with other contractors on maintaining dust-free operations.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Other Contracts

01 12 10 - 2

Work Restrictions

01 14 00 - 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

B. RSN 01 14 00-1, Existing Facility Access Request:

1. Written request for each proposed access. Include the following in each request:

a. Location(s) to be accessed.

b. Reason for request.

c. Commencement time and duration of access.

d. Specific safety precautions to be taken.

e. Number of personnel.

f. Description of equipment to be used.

1.03 EXISTING WTP OPERATIONS

A. Coordinate with Government to maintain continuity of existing Water Treatment Plant (WTP) operations during project construction:

1. General:

a. Existing WTP currently and continuously receives and treats water from Leadville Mine Drainage Tunnel (LMDT), a portion of which is not interruptible. No interruption of existing WTP operations and associated functions will be allowed except as specified herein.

b. Coordinate work to avoid or minimize any interference with normal operation of plant equipment and processes, including chemical deliveries and other ongoing facility operation and maintenance.

c. Coordinate requirements of this Section in accordance with Section 01 32 10 – Construction Program.

01 14 00 - 2

2. Filter Press:

a. Coordinate with Government to minimize impact to Government’s operation of existing, trailer-mounted filter press.

b. Relocate existing, trailer-mounted filter press, complete with all supporting infrastructure and new temporary concrete pad, to alternate location on existing WTP site.

3. Storage of Treatment Residuals:

a. Coordinate with Government to ensure adequate space is continuously available for storage of up to ten 15-cubic-yard roll-off dumpsters of residuals produced from water treatment process. Includes space for equipment to maneuver and reposition dumpsters, and space for hauling company to load and unload dumpsters.

1.04 GOVERNMENT-FURNISHED EQUIPMENT

A. In accordance with Section 01 64 40 – Government-Furnished Products and respective Division 51 specifications:

1. Solids Contact Clarifiers (SCC).

2. Membrane Filtration System (MFS).

3. Filter Presses (FP).

1.05 FLOW

A. Historic average inflow, refer to Drawing 1335-D-60896:

1. Total Inflow: 1,510 GPM.

2. Non-interruptible Flow:

a. Portal Sump: 350 GPM.

b. Government cannot shut off.

3. Interruptible Flow:

a. 10+25 Well Pump Station: 570 GPM.

1) Government will shut off up to 14-consecutive-calendar days.

b. 46+96 Well Pump Station: 590 GPM.

1) Government will shut off up to 7-consecutive-calendar days between November 1 and March 31.

2) Government will shut off up to 21-consecutive-calendar days between May 1 and June 30.

B. Provide flow change requests to COR 28-calendar days prior to flow change and in accordance with Section 01 14 30 – Interruption of Service.

01 14 00 - 3

C. Government will sample WTP discharges to river for permit compliance.

D. Direct inflow to either existing plant or the new plant. Do not split.

E. Existing WTP operation sends treatment water to existing holding pond approximately two times per week. New treatment process will not need to send treatment water to holding pond.

1.06 TRAFFIC

A. In accordance with Section 01 55 20 – Traffic Control.

B. Colorado Department of Transportation (CDOT):

1. Obtain permit for boring under Colorado State Highway 91 for new potable water pipeline.

2. Contractor shall obtain traffic control permit, including developing required traffic control plans.

1.07 WATER

A. Government has obtained authorization for new connection to Parkville Water District’s existing potable water pipeline on south side of Colorado State Highway 91.

1.08 ELECTRICITY AND GAS

A. Maintain existing and new electrical power supplies by Xcel Energy concurrently.

B. Maintain existing and new natural gas supplies by Xcel Energy concurrently.

1.09 TELECOMMUNICATION

A. Maintain concurrent existing and new telecommunication connections by current provider.

1.10 LAKE COUNTY

A. Government has obtained Conditional Use Permit required from Lake County.

B. Government has obtained Site Plan Application required from Lake County.

C. Government has obtained Variance Request required from Lake County.

D. Government will self-certify new buildings’ construction for occupancy. Building permit through County will not be required.

01 14 00 - 4

1.11 RESTRICTIONS ON DISRUPTIONS

A. Modifications to existing structures and connections between new work and existing facilities may require certain existing WTP processes, piping, and equipment to be removed from service and may result in interruptions to operations:

1. Show work affecting existing WTP operation during preparation of construction schedules as required in accordance with Section 01 32 10 – Construction Program.

B. Request all interruptions in writing in accordance with Section 01 14 30 – Interruption of Service at least 14 calendar days prior to interruption:

1. Interruptions shall only occur at Reclamation’s convenience to avoid substantial disruptions to treatment process.

2. Schedule all work such that only one major process or plant interruption occurs at any given time.

C. River Road Closure:

1. Maximum closure duration of either 30 minutes or as allowed by local authorities, whichever is more restrictive.

2. Any closures require coordination with local authorities for emergency response, coordinate with traffic control plan in accordance with Section 01 55 20 – Traffic Control.

1.12 COMMISSIONING

A. In accordance with Section 01 91 16 – Commissioning.

B. Perform new WTP Monitored Test commissioning between June 15 and April 15.

C. Construct new Pond Pump Station and replace pond liner between August 1 and March 31:

1. New Pond Pump Station shall be operational prior to starting new WTP

Monitored Test.

2. Refer to Section 31 03 10 – Diversion and Care of Holding Pond Water.

D. Holding Pond Volume:

1. Approximate total: 430,000 gallons.

2. Available for commissioning: 200,000 gallons.

3. Maintained minimum available for emergency storage: 250,000 gallons.

Maintain a maximum pond water surface elevation of 9,961.80 feet to maintain this emergency storage volume up to the pond overflow elevation.

01 14 00 - 5

1.13 OTHER

A. Existing storage building will be vacated by Reclamation prior to Contractor’s mobilization onsite. In accordance with Section 02 41 00 – Demolition.

B. Existing WTP building shall remain in use until new Treatment Building is commissioned in accordance with Section 01 91 16 – Commissioning.

C. Until new Treatment Building and associated septic system are commissioned, engage septic tank pumping service as needed to maintain operation of existing Treatment Building’s sanitary system:

1. Existing WTP building’s wastewater generation rate is estimated as an average of

105 gallons per day. Existing septic tank volume is approximately 1,000 gallons per information Drawing 1335-600-75.

2. Incorporate this septic tank pumping activity in construction sequencing in accordance with Section 01 32 10 – Construction Program.

D. Transfer of chemicals from existing WTP building to new Treatment Building in accordance with Section 02 41 00 – Demolition.

E. Coordinate with Government on facility operations, including emergency response.

Submit each existing facility access request in writing at least 7 calendar days prior to access.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 14 00 - 6

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Price Schedule 1 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) 2010 Edition available online at:

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

1.03 SUBMITTALS

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

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

1. For each Contractor use site:

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, portable toilet facilities, fuel and oil storage areas, and fabrication yards.

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

3) Utilities including power and water lines.

4) First-aid and medical facilities.

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

6) Temporary fences.

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

01 14 10 - 2

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 jobsite, which are not to be removed and do not interfere with 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 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 land made during design and erection stages or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. Environmental Conditions (Source):

1. Location: Leadville, CO.

a. Indoor Ambient Temperature Range: 60 to 75 degrees F.

b. Outdoor Ambient Temperature Range: Averages 3 to 72 degrees F with recorded extremes of -38 to 86 degrees F.

c. Relative Humidity: 0 to 90 percent.

d. Annual Average Precipitation:

1) Rain: 12.19-inches.

2) Snow: 142.7-inches.

e. Wind:

1) Maximum sustained: 45 knots.

2) Maximum gust: 60 knots.

f. Altitude: Approximately 10,000 feet above mean sea level.

g. Indoor Air Temperature: 60 to 75 degrees F.

2. Expected water temperature: 43- to 45-degrees F.

3. Seismic: Equipment and major components:

a. Suitable for and certified to meet applicable seismic requirements of IBC for installation location.

4. Additional conditions that may be applicable as specified in other sections.

B. Construction areas, trailer, and parking areas as shown on Drawing 1335-D-60556 may be used for required construction facilities.

https://cityofleadville.colorado.gov/about/weather

01 14 10 - 3

C. Area shown on Figure 01 14 10B – Sugar Loaf Dam Stockpile Area Closeup may be used for temporary stockpiling of soil on Government property the base of Sugar Loaf Dam at Turquoise Lake, located approximately 7 miles west of the project site:

1. Maximum lengths of allowable perimeter area are shown as a four-sided, blue-shaded polygon. Starting with longest length and proceeding clockwise, the maximum lengths are: 210-feet, 120-feet, 140-feet, 140-feet.

2. Sugar Loaf Dam Stockpile Area may be accessed Monday through Thursday, 8:00 am to 4:00 pm local time:

a. Coordinate access through gate with COR, provide minimum of

2 business days’ notice prior to needing site access.

b. Reclamation representative shall be present with Contractor while

Contractor staff is onsite.

3. Protect and maintain stockpiled material in accordance with State, County, and local requirements, and requirements of this contract. Security at site is minimal;

Reclamation will not be liable for material stored at this location.

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

E. Do not interfere with work of other Contractors or Government in vicinity, or with reservations made by Government for use of such land.

F. Limit construction hours to 7 am to 7 pm Monday through Saturday unless approved by

CO:

1. Additional work hours:

a. Submit request to CO in writing a minimum of 7 calendar days in advance.

01 14 10 - 4

Figure 01 14 10A – Sugar Loaf Dam Stockpile Area Overview

Figure 01 14 10B – Sugar Loaf Dam Stockpile Area Closeup

01 14 10 - 5

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

1. Before bringing onsite, 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 procedures described in USBR Cleaning Manual.

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

3.02 RESTORATION

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

B. Restore existing signs at the corner of River Road and Highway, reference Section 01 56 10 – Protection of Existing Installations paragraph 3.04 C.

C. Restore existing drainage ditch located upstream of Catch Basin 16 shown on Drawing 1335-D-60566, as follows:

1. Minimum depth: 8 inches.

2. Maximum side slope on road side: 4:1

3. Maximum side slopes on hill side not to exceed existing side slopes

(typically 1.5:1).

4. Flowline to be less than or equal to longitudinal slope of roadway (typically 6 to

7-percent).

5. Where longitudinal slope exceeds 7-perceent, bury Type L riprap a minimum of

18 inches deep for a width of 5-feet.

D. Restore site in accordance with 01 74 00 – Cleaning and Waste Management.

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

01 14 10 - 6

Interruption of Service

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

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

1. Written request for each proposed outage. Include the following in each request:

a. Equipment that will be out of service.

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

c. Outline procedures for accomplishing work including, but not limited to:

1) Specific safety precautions to be taken.

2) Type and location of barricades.

3) Warning signs.

4) Protective grounds and devices to be used.

d. Commencement time of interruption of service.

e. Duration of work and type of interruption of service as defined in

Article 1.03.

f. Number of personnel and their classification.

g. Description of equipment to be used:

1) Include equipment to provide temporary power to maintain equipment as detailed below. Describe methods to connect to existing facilities.

h. Information indicating required equipment and materials are on site or data indicating shipping dates of equipment and materials not on site.

1.03 DEFINITIONS

A. Complete Water Treatment Outage: No water can be treated and discharged due to power loss or other circumstances.

01 14 30 - 2

B. Partial Water Treatment Outage: Reduced capacity of water can be treated and discharged due to power loss or other circumstances.

C. Complete Power Outage: Electrical distribution system is without power.

1.04 PROJECT CONDITIONS

A. Reference Section 01 14 10 – Use of Site Article 1.04 A. 1., Environmental Conditions for environmental conditions.

B. Coordinate and schedule interruption of services with CO:

1. Coordinate work with Government operations.

2. Maximum Complete Water Treatment Outage Duration: 24 hours.

3. Maximum Complete Power Outage Duration: 24 hours.

4. Submit formal written request in accordance with RSN 01 14 30-1, for each outage no less than 45-days prior to start of requested outage window.

5. Government reserves the right to, at any time, deny, cancel, modify duration of, and/or shift the beginning of outages to accommodate operational needs.

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

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

b. Contractor: Prepared to perform work on date and during period requested for specific interruption of service.

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

8. Government reserves the right to schedule interruption of services for any period during 24-hour day, any day of week.

C. Provide continuous fire watch during times of any outages to fire alarm or fire protection systems.

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

E. Show construction interruption of services greater than 4-hours in logic diagram/construction schedule.

PART 2 PRODUCTS

01 14 30 - 3

PART 3 EXECUTION

01 14 30 - 4

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS Reclamation Safety and Health Standards, including revisions posted at www.usbr.gov/safety

1.03 SUBMITTALS

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

B. RSN 01 31 19-1, Weekly Coordination Meeting Agenda:

1. Agenda.

2. 3-week look-ahead schedule covering the following as applicable:

a. Construction review items and tasks.

3. Work completed to date.

C. RSN 01 31 19-2, Weekly Coordination Meeting Minutes:

1. Meeting minutes from weekly coordination meeting to include the following:

a. Include date, time, and list of attendees.

b. Summary of topics discussed.

c. List of action items including the following:

1) Description of action item.

2) Responsible party.

3) Date to be completed.

D. RSN 01 31 19-3, WTP Control System and Design Meeting Agenda:

1. Agenda.

a. Design review items and tasks.

b. Include draft submission of required RSNs.

http://www.usbr.gov/safety

01 31 19 - 2

E. RSN 01 31 19-4, WTP Control System and Design Meeting Minutes:

1. Meeting minutes from WTP control system and design meeting to include the following:

a. Date, time, and list of attendees.

b. Summary of topics discussed.

c. List of action items including the following:

1) Description of action item.

2) Responsible party.

3) Date to be completed.

1.04 PROJECT COORDINATION

A. The following meetings are considered significant, but do not relieve Contractor from responsibility of attending other meetings required by specifications. Preconstruction Conference described in clause at FAR 52.236-26 is separate meeting requirement from meetings listed in this section:

1. Weekly Coordination Meetings:

a. Attendees as required:

1) Contractor’s Project manager, project engineer, superintendent, and Quality Control Supervisor, and any pertinent subcontractors.

2) COR, project manager, project engineer, safety personnel, and other required Reclamation staff.

b. Purpose:

1) Review drawings, data, and technical requirements of specifications. Schedule, Progress, and Coordination:

a) Review safety, progress made, schedule, project issues, submittals, Request for Information (RFI), and resolution necessary to meet specifications requirements.

b) Review dates that activities were started and completed, remaining duration, and percent complete.

c) Review submittals register, submittals currently in review and approval, and meeting submittals due dates or delivery time frames.

d) Provide 3-week look-ahead schedule at least 3 federal working days before start of meeting.

e) Review as-built drawings.

f) Provide meeting minutes from the previous weekly meeting.

01 31 19 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 WTP CONTROL SYSTEM AND DESIGN MEETINGS:

A. Conduct a minimum of three design coordination meetings:

1. Attendees:

a. WTP Control System designer(s) to attend.

b. Project Manager.

c. Subcontractors.

d. Suppliers.

e. Applicable Government Staff.

2. At mutually agreed upon location and date.

3. Conduct after:

a. Submission of RSN 25 00 01-2 System Description Documentation.

b. Draft submission of RSN 25 00 00-3 Approval Data.

c. Draft submission of:

1) RSN 25 00 00-4, Layout Drawings

2) RSN 25 00 00-5, Wiring Diagrams

3) RSN 25 00 00-7, Factory Test Procedure

4) Prior to performance of source quality testing in accordance with

Section 25 00 01, Article 2.34, Source Quality Testing.

4. Discuss coordination issues, programming and control logic algorithms, specific details of plant operation, report generation, and human-machine interface screen configurations.

5. Provide equipment and documentation needed for review and discussion of design coordination subjects.

01 31 19 - 4

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. Cost Loading: Assigning planned activity contract value to activities in a schedule.

B. Out-of-Sequence Work: Activity that starts before its predecessor activities are completed.

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

D. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers,…