D012025 Bid Package - Volume 2 061825.pdf

Invitation for Bid

Volume 2

Old Forge Dam and Sixth Lake Dam Rehabilitation

Contract No. D012025

State of New York

Hudson River – Black River Regulating District

Albany, New York

June 2025

D012025 Old Forge Dam and Sixth Lake Dam Rehabilitation

TOC – 1

Table of Contents

June 17, 2025

VOLUME 1

SECTION 1

Notice to Bidders AD-1

SECTION 2

Information for Bidders Section

Project Location I-1

Site Access I-2 Description of Work I-3 Mandatory Pre-Bid Site Meeting I-4 Weather Delay I-5 Schedule and Timing I-6 Bidder Qualifications and Experience I-7 Preliminary Schedule and Adequate Work Force and Project Equipment I-8 Subcontractors I-9 Trade Subcontractors I-10 Clarifications, Interpretations and Addenda I-11

Estimated Quantities I-12 Errors and Omissions I-13 Bidder’s Cost I-14

Bid Security – Bid Bond I-15 Rejection of Bid I-16

Cancellation I-17 Bid Disposition I-18

Condition of Work I-19 Water I-20 Surface and Subsurface Conditions and Investigations I-21

Obligation of Bidder I-22 Authorized Contract Documents I-23

Bid Instructions I-24 Receipt and Opening of Bids I-25 Discrepancy in Bids I-26 Low Bidder I-27 Successful Bidder / Conditional Award of Contract I-28 Contract I-29 Commencement of Work I-30 Security for Faithful Performance – Performance Bond/Payment Bond I-31 Statement of Surety Company I-32 Liquidated Damages for Failure to Enter into Contract I-33 Power of Attorney I-34

Indemnification I-35 Insurance I-36 Notice of Special Conditions I-37 Laws and Regulations I-38 Environmental Conditions I-39 Site/Facility Security I-40 Sales and Compensating Use Tax Exemption for Materials Sold to Board I-41 Sales and Compensating Use Tax for Materials Purchased for Resale I-42 Required Certificates I-43 Non-Collusive Bidding Certification I-44 Resolution Accompanying Bid I-45 NYS Department of Taxation and Finance Contractor Certification I-46 NYS Finance Law and Vendor Responsibility I-47 Standard Requirements for New York State Contracts I-48 MWBE / EEO Requirements I-49

TOC – 2

Sexual Harassment Prevention Certification Requirements I-50 Owner Exempt from Taxes I-51 Certification of Compliance with 6 NYCRR Part 248 I-52 Permits I-53 Not Part of Contract I-54

SECTION 3

Bid Documents and Forms Page

Bid Proposal B-1 Bid Sheet s (B2.1 – B2.5) B-2 Bid Delivery Page B-3 Bidder Qualifications and Experience B-4 Non-Collusive Bidding Certification B-5 Resolution Accompanying Bid B-7 Contractor Preliminary Schedule Affirmation B-9 Preliminary Schedule of Work B-10 Subcontractor Preliminary Schedule Affirmation B-11 Estimated Project Labor/Work Force B-12 Estimated Project Equipment B-13 Bid Security B-14 Statement of Surety’s Intent B-15 EEO/MWBE/SDVOB Requirements and Procedures for Bidders and Contractors B-16 Sexual Harassment Prevention Certification Pursuant to State Finance Law 139-L B-17 Vendor Responsibility Questionnaire B-18 Offerer's Affirmation of Understanding of, and Agreement Pursuant to State Finance Law Section 139-J B-19 Offerer's Certification of Compliance with State Finance Law Section 139-K B-20 Offerer Disclosure of Prior Non-Responsibility Determination B-21 Certification of Compliance with 6 NYCRR Part 248 B-22

SECTION 4

Agreement - Sample Page

Agreement Articles A-1 Certificate of Acknowledgement - Contractor (Corporation) A-6 Certificate of Acknowledgement - Contractor (Partnership) A-7 Certificate of Acknowledgement - Contractor (Individual) A-8 Waiver of Immunity Clause A-9 Non-Discrimination Clause A-10 Appendix A - Standard Clauses for All New York State Contracts A-11 Schedule A – Bid Documents and Forms A-12

New York State Labor Law Requirements Article 8 & Article 9 (NYS Wage Rates) A-13 Contractor Certification ST-220 A-14 Insurance Certificates A-15

Performance Bond A-16 Payment Bond A-17 Request for Tax Payer Identification Number A-18

SECTION 5

General Conditions GC-1 – CG-51

TOC – 3

VOLUME 2

SECTION 6

Material and Performance Specifications

See Section 6 for Material and Performance Specifications Table of Content

SECTION 7

Construction Drawings

See Section 7, Drawing G-01 for Construction Drawing Index to Drawings

TOC – 4

VOLUME 3

SECTION 8

Permits and Plans

Department of Environmental Conservation Permit US Army Corps of Engineers Nationwide Permit No. 3 Stormwater Pollution and Prevention Plan (SWPPP) APA “no permit required” PRHP “no impact”

SECTION 9

Payment Items

Payment Item

No.

Title Old Forge

Dam

Sixth Lake

Dam

Page

No.

PI-1 Mobilization and Demobilization X X PI-3

PI-2 Underground Utility Locator Service X X PI-6

PI-3 Temporary Facilities and Controls X X PI-8

PI-4 Erosion and Sediment Control X N / A PI-11

PI-5 Survey X N / A PI-14

PI-6 Demolition – Existing Gatehouse X N / A PI-17

PI-7 Demolition – Existing Concrete X N / A P-19

PI-8 Concrete Cutting X N / A PI-21

PI-9 Soil and Sediment Excavation X N / A PI-23

PI-10 Bedrock Removal X N / A PI-25

PI-11 Offsite Disposal X N / A PI-27

PI-12 Post Tension Anchors X N / A PI-30

PI-13 Grout Rock Surface X N / A PI-33

PI-14 Cofferdams X N / A PI-35

PI-15 Concrete – Spillway Foundation X N / A PI-38

PI-16 Concrete – Slabs and Aprons X N / A PI-41

PI-17 Concrete - Walls X N / A PI-44

PI-18 Dewatering X N / A PI-47

PI-19 Structural Backfill X N / A PI-49

PI-20 Wood Fence X N / A PI-51

PI-21 Temporary Rip Rap Apron X N / A PI-53

PI-22 Gate (House) Enclosure X N / A PI-55

PI-23 Sluice Gates X N / A PI-57

PI-24 Trash Racks X N / A PI-59

PI-25 Log Boom X N / A PI-61

PI-26 Floating Aluminum Docks X N / A PI-63

PI-27 Boulder Retaining Wall X N / A PI-65

PI-28 Gravel Fill Restoration X N / A PI-67

PI-29 Geneal Site Restoration X N / A PI-69

PI-30 Asphalt Path X N / A PI-71

PI-31 Restoration of Pavement X X PI-73

PI-32 Chain Link Fence X N / A PI-75

PI-33 20 kW Standby Generator and Automatic Transfer Switch X N / A PI-78

PI-34 Electrical X N / A PI-80

TOC – 5

PI-35 Erosion and Sediment Control N / A X PI-82

PI-36 Survey N / A X PI-85

PI-37 Demolition – Existing Gatehouse N / A X PI-88

PI-38 Demolition – Existing Concrete N / A X PI-90

PI-39 Concrete Cutting N / A X PI-92

PI-40 Soil and Sediment Excavation N / A X PI-94

PI-41 Bedrock Removal N / A X PI-96

PI-42 Offsite Disposal N / A X PI-98

PI-43 Cofferdams N / A X PI-101

PI-44 Concrete – Spillway Foundation N / A X PI-104

PI-45 Concrete – Slabs and Aprons N / A X PI-107

PI-46 Concrete - Walls N / A X PI-110

PI-47 Dewatering N / A X PI-113

PI-48 Structural Backfill N / A X PI-115

PI-49 No 57 Stone Seepage Filter N / A X PI-117

PI-50 No 9 Sand Seepage Filter N / A X PI-119

PI-51 Concrete Sand Seepage Filter N / A X PI-121

PI-52 Rip Rap N / A X PI-123

PI-53 Gate (House) Enclosure N / A X PI-125

PI-54 Sluice Gates N / A X PI-127

PI-55 Spillway Sluice Gate N / A X PI-129

PI-56 Trash Racks N / A X PI-131

PI-57 Log Boom N / A X PI-133

PI-58 Timber Steps N / A X PI-135

PI-59 General Fill N / A X PI-137

PI-60 General Site Restoration N / A X PI-139

PI-61 Chain Link Fence N / A X PI-141

PI-62 20 kW Standby Generator and Automatic Transfer Switch N / A X PI-144

PI-63 Electrical N / A X PI-146

Supplemental Information – Not Part of Contract

Emergency Action Plan for the Old Forge Dam and Sixth Lake Dam

Material and Performance Specifications

Old Forge Dam and Sixth Lake Dam Rehabilitation

Contract No. D012025

State of New York

Albany, New York

June 2025

30001381 00 01 07, Seals and Certifications

54 State St., Suite 501, Albany, NY 12207

OLD FORGE DAM AND SIXTH LAKE DAM - REHABILITATION

HAMLET OF OLD FORGE, HERKIMER CO., NEW YORK (NYS DAM NO. 140-2000)

TOWN OF INLET, HAMILTON CO., NEW YORK (NYS DAM NO. 140-0860)

ENGINEER: Arcadis of New York, Inc. 646 Plank Road, Suite 100, Clifton Park, NY 12065, (518) 250-7300

Michael F. Kosier, PE 077878

The seal and signature to the left applies to the following Specifications Divisions and Sections of this Project Manual:

• Division 01

• Division 02

• Division 31

• Division 32

• Division 35

Christopher J. B. Jedrich, PE 079007 The seal and signature to the left applies to the this Project Manual:

• Division 03

• Division 05

05-13-2025

30001381 00 01 07, Seals and Certifications

John J. Domanski, PE 081623 this Project Manual:

• Division 26

• Division 40

Errol Antonio Dawkins, PE 023835 this Project Manual:

• Division 06

• Division 07

• Division 08

• Division 09

• Division 10

Engineer’s seal and signature does not apply to the documents that comprise Division 00, Bidding and

Contracting Requirements.

It is a violation of applicable laws and regulations governing professional licensing and registration for any person, unless acting under the direction of the licensed and registered design professional(s) indicated above, to alter in any way the Specifications in this Project Manual.

30001381 00 01 10-1

TABLE OF CONTENTS

VOLUME 1 OF 1

Document or Section Initial Number Name or Description Page

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 13 Summary of Work ....................................................................... 01 11 13-1 01 13 13 Milestones ................................................................................... 01 13 13-1 01 14 16 Coordination with Owner’s Operations ....................................... 01 14 16-1 01 14 19 Use of Site ................................................................................... 01 14 19-1 01 25 00 Substitution Procedures .............................................................. 01 25 00-1 01 26 00 Contract Modification Procedures .............................................. 01 26 00-1 01 29 73 Schedule of Values ..................................................................... 01 29 73-1 01 29 76 Progress Payment Procedures ..................................................... 01 29 76-1 01 31 13 Project Coordination (Single Prime) ........................................... 01 31 13-1 01 31 19.13 Pre-Construction Conference ................................................. 01 31 19.13-1 01 31 19.23 Progress Meetings .................................................................. 01 31 19.23-1 01 31 26 Electronic Document Protocol .................................................... 01 31 26-1 01 32 16 Progress Schedule ....................................................................... 01 32 16-1 01 32 33 Photographic Documentation ...................................................... 01 32 33-1 01 33 00 Submittal Procedures .................................................................. 01 33 00-1 01 35 23 Safety Requirements ................................................................... 01 35 23-1 01 35 43.13 Environmental Procedures for Hazardous Materials ............. 01 35 43.13-1 01 35 44 Spill Prevention Control and Countermeasures Plan .................. 01 35 44-1 01 41 24 Permit Requirements ................................................................... 01 41 24-1 01 41 26 Storm Water Pollution Prevention Plan and Permit .................... 01 41 26-1 01 41 27 Earthmoving Permit and Dust Control ....................................... 01 41 27-1 01 45 29.13 Testing Laboratory Services Furnished by Contractor .......... 01 45 29.13-1 01 51 05 Temporary Utilities ...................................................................... 01 51 05-1 01 52 11 Engineer’s Field Office ............................................................... 01 52 11-1 01 52 13 Contractor’s Field Office and Sheds ............................................ 01 52 13-1 01 52 16 First Aid Facilities ....................................................................... 01 52 16-1 01 52 19 Sanitary Facilities......................................................................... 01 52 19-1 01 55 13 Access Roads and Parking Areas ................................................. 01 55 13-1 01 55 26 Maintenance and Protection of Traffic ........................................ 01 55 26-1 01 57 05 Temporary Controls ..................................................................... 01 57 05-1 01 57 33 Security ....................................................................................... 01 57 33-1 01 58 00 Project Identification and Signs .................................................. 01 58 00-1 01 61 00 Common Product Requirements ................................................. 01 61 00-1

30001381 00 01 10-2

01 62 00 Product Options .......................................................................... 01 62 00-1 01 65 00 Product Delivery Requirements .................................................. 01 65 00-1 01 66 00 Product Storage and Handling Requirements ............................. 01 66 00-1 01 71 23 Field Engineering ......................................................................... 01 71 23-1 01 71 33 Protection of the Work and Property ........................................... 01 71 33-1 01 73 19 Installation ................................................................................... 01 73 19-1 01 73 24 Connections to Existing Facilities ............................................... 01 73 24-1 01 73 29 Cutting and Patching ................................................................... 01 73 29-1 01 74 05 Cleaning ....................................................................................... 01 74 05-1 01 74 19 Construction Waste Management and Disposal ......................... 01 74 19-1 01 75 11 Checkout and Startup Procedures ................................................ 01 75 11-1 01 77 19 Closeout Requirements ............................................................... 01 77 19-1 01 78 23 Operations and Maintenance Data .............................................. 01 78 23-1 01 78 36 Warranties ................................................................................... 01 78 36-1 01 78 39 Project Record Documents .......................................................... 01 78 39-1

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition ................................................................................... 02 41 00-1

DIVISION 03 – CONCRETE

03 01 30 Repair and Rehabilitation of Cast-in-place Concrete ................. 03 01 30-1 03 11 00 Concrete Forming ........................................................................ 03 11 00-1 03 15 00 Concrete Accessories .................................................................. 03 15 00-1 03 20 00 Concrete Reinforcing ................................................................... 03 20 00-1 03 30 00 Cast-in-place Concrete ................................................................. 03 30 00-1 60 00 Grouting ....................................................................................... 03 60 00-1

DIVISION 04 – MASONRY

(NOT USED)

DIVISION 05 – METALS

05 05 33 Anchor Systems .......................................................................... 05 05 33-1 05 50 13 Miscellaneous Metal Fabrications ............................................... 05 50 13-1 05 52 15 Aluminum Handrails and Railings............................................... 05 52 15-1 05 53 16 Aluminum Grating ....................................................................... 05 53 16-1

30001381 00 01 10-3

Document or Section Initial Number Name or Description Page

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 53 Miscellaneous Rough Carpentry .................................................. 06 10 53-1

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 31 05 Asphalt Shingles .......................................................................... 07 31 05-1 07 46 46 Fiber-Cement Siding .................................................................... 07 46 46-1 07 51 23 Glass-fiber Reinforced Asphalt Emulsion Roofing .................... 07 51 23-1 07 62 00 Sheet metal Flashing and Trim .................................................... 07 81 00-1 07 92 00 Joint Sealants ............................................................................... 07 92 00-1

DIVISION 08 – OPENINGS

08 11 13 Hollow Metal Doors and Frames ................................................. 08 11 13-1 08 71 00 Door Hardware............................................................................. 08 71 00-1

DIVISION 09 – FINISHES

09 61 53 Concrete Hardener ....................................................................... 09 61 53-1 09 91 00 Painting ........................................................................................ 09 91 00-1

DIVISION 10 – SPECIALTIES

10 14 00 Signage ......................................................................................... 10 14 00-1 10 44 00 Fire Protection Specialties .......................................................... 10 44 00-1

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 – FURNISHINGS (NOT USED)

DIVISION 13 – SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 – CONVEYING EQUIPMENT (NOT USED)

DIVISION 21 – FIRE SUPPRESSION (NOT USED) (NOT USED)

DIVISION 22 – PLUMBING (NOT USED)

30001381 00 01 10-4

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING (NOT

USED)

DIVISION 25 – INTEGRATED AUTOMATION (NOT USED)

DIVISION 26 – ELECTRICAL

26 05 05 General Provisions for Electrical Systems .................................. 26 05 05-1 26 05 19 Low-voltage Electrical Power Conductors and Cables ............... 26 05 19-1 26 05 26 Grounding and Bonding for Electrical Systems .......................... 26 05 26-1 26 05 29 Hangers and Supports for Electrical Systems .............................. 26 05 29-1 26 05 33.13 Rigid Conduits ........................................................................ 26 05 33.13-1 26 05 33.16 Flexible Conduits .................................................................... 26 05 33.16-1 26 05 33.23 Sealing Fittings ....................................................................... 26 05 33.23-1 26 05 33.26 Expansion/Deflection Fittings ................................................ 26 05 33.26-1 26 05 33.33 Pull, Junction and Terminal Boxes ......................................... 26 05 33.33-1 26 05 33.36 Outlet Boxes............................................................................ 26 05 33.36-1 26 05 36 Cable Trays for Electrical Systems .............................................. 26 05 36-1 26 05 43.13 Underground Ductbanks for Electrical Systems ..................... 26 05 43.13-1 26 05 45 Utility Services for Electrical Systems ........................................ 26 05 45-1 26 05 53 Identification for Electrical Systems ............................................ 26 05 53-1 26 24 16 Panelboards .................................................................................. 26 24 16-1 26 27 26.13 Low Voltage Receptacles ....................................................... 26 27 26.13-1 26 27 26.23 Snap Switches ......................................................................... 26 27 26.23-1 26 28 16.33 Disconnect Switches ............................................................... 26 28 16.33-1 26 29 36 Low-voltage Manual Motor Starters ............................................ 26 29 36-1 26 32 13 Engine Generators ........................................................................ 26 32 13-1 26 36 23 Automatic Transfer Switches ....................................................... 26 36 23-1 26 43 00 Surge Protective Devices ............................................................. 26 43 00-1 26 51 19 LED Interior Lighting .................................................................. 26 51 19-1 26 56 19 LED Exterior Lighting ................................................................. 26 56 19-1

DIVISION 27 – COMMUNICATIONS (NOT USED)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

DIVISION 31 – EARTHWORKS

31 05 19 Geosynthetics for Earthwork ....................................................... 31 05 19-1 31 09 13 Geotechnical Instrumentation and Monitoring ............................ 31 09 13-1 31 11 00 Clearing and Grubbing ................................................................. 31 11 00-1 31 23 05 Excavation and Fill ...................................................................... 31 23 05-1 31 23 16.26 Rock Removal ......................................................................... 31 23 16.26-1 31 37 00 Riprap ........................................................................................... 31 37 00-1 31 51 16 Rock Anchors............................................................................... 31 51 16-1

30001381 00 01 10-5

Document or Section Initial Number Name or Description Page

31 52 13 Temporary Cofferdams ................................................................ 31 52 13-1

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 00 Flexible Paving ............................................................................ 32 12 00-1 32 31 00 Fences .......................................................................................... 32 31 00-1 32 92 00 Lawns and Meadows.................................................................... 32 92 00-1

DIVISION 33 – UTILITIES (NOT USED)

DIVISION 34 – TRANSPORTATION (NOT USED)

DIVISION 35 – WATERWAY AND MARINE

35 52 33 Pre-Engineered Floating Dock System ........................................ 35 52 33-1 35 52 34 Dock Mooring System ................................................................. 35 52 34-1

DIVISION 40 – PROCESS INTEGRATION

40 05 57.23 Electric Motor Actuators......................................................... 40 05 57.23-1 40 05 59.23 Stainless Steel Gate Specification ........................................... 40 05 59.23-1

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT

USED)

DIVISION 42 – PROCESS HEATING, COOLING, AND DRYING EQUIPMENT

(NOT USED)

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE EQUIPMENT (NOT USED)

DIVISION 44 – POLLUTION CONTROL EQUIPMENT (NOT USED)

DIVISION 45 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT (NOT

USED)

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT(NOT USED)

30001381 00 01 10-6

DIVISION 48 – ELECTRICAL POWER GENERATION (NOT USED)

+ + END OF TABLE OF CONTENTS + +

REMAINDER OF PAGE LEFT INTENTIONALLY BLANK

30001381 01 11 13-1

SECTION 01 11 13

SUMMARY OF WORK

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. This Section includes the following Articles:

Article Title

1.1 Section Includes

1.2 Location and Description of Work

1.3 Sequence and Progress of Work

1.4 CONTRACTOR’s Use of Site

1.5 Easements and Rights-of-Way

1.6 Notices to Owners and Authorities of Properties Adjacent to the

Work

1.7 Salvage of Materials and Equipment

1.8 Partial Utilization by OWNER

1.2 LOCATION AND DESCRIPTION OF WORK

A. The Work is located at the Old Forge Dam at the western end of the First Lake in the Town of Webb in Herkimer County, New York and the Sixth Lake Dam at the southern end of the Sixth Lake in the Town of Inlet, in Hamilton County, New York.

B. The Work to be performed under this Contract includes, but is not limited to, constructing the Work described below and all related appurtenances. The Work includes, but is not limited to, the following:

1. Replacement and expansion of the Old Forge Dam spillway, construction of a new gate enclosure, installation of new gates in the gate enclosure, and construction of a new downstream apron at the Old Forge Dam. The replacement gate enclosure at the Old Forge Dam will be in the same architectural fashion as the existing gate house.

2. Replacement and expansion of the Sixth Lake Dam spillway, construction of a new gate enclosure, installation of new gates in the gate enclosure, and construction of a new downstream apron at the Sixth Lake Dam. The replacement gate enclosure at the Sixth Lake Dam will be in the same architectural fashion as the existing gate house.

C. Contracting Method: The Project shall be constructed under one prime Contract.

D. Hazardous Environmental Conditions:

30001381 01 11 13-2

1. To the best of Owner’s knowledge, information, and belief, the Old Forge Dam Site was reportedly built as a timber crib dam circa 1881 and replaced with a concrete dam circa 1905. The Old Forge Dam ogee spillway was repaired most recently in 1953. The Sixth Lake Dam Site was originally built as a timber crib and concrete structure in 1904 with several upgrades and repairs since its original construction.

1.3 SEQUENCE AND PROGRESS OF WORK

A. Requirements for sequencing and coordinating with OWNER’s operations, including maintenance of facility operations during construction, and requirements for tie-ins and shutdowns, are in Section 01 14 16, Coordination with Owner’s Operations.

1.4 CONTRACTOR'S USE OF SITE

A. CONTRACTOR’s use of the Site shall be confined to the areas shown.

B. Move stored materials and equipment that interfere with operations of OWNER, other contractors, and others performing work for OWNER.

C. Limits on CONTRACTOR’s use of the Site are:

1. As indicated in Section 01 14 19, Use of Site.

2. Do not use the Site for operations other than those required for the Project.

1.5 EASEMENTS AND RIGHTS-OF-WAY

A. General:

1. Easements and rights-of-way required for the permanent improvements included in the Work will be provided by OWNER in accordance with the General Conditions and Supplementary Conditions.

2. Confine construction operations within OWNER’s property, public rights-of-way, easements obtained by OWNER, and limits shown, and property for which CONTRACTOR has made arrangements directly with property owner(s).

3. Use care in placing construction tools, equipment, excavated materials, and materials and equipment to be incorporated into the Work to avoid damaging property and interfering with traffic.

4. Do not enter private property outside the construction limits without permission from the owner of the property.

1.6 NOTICES TO OWNERS AND AUTHORITIES OF PROPERTIES ADJACENT TO

THE WORK

A. Notify owners of adjacent property and utility owners when prosecution of the Work may affect their property, facilities, or use of property.

30001381 01 11 13-3

B. When it is necessary to temporarily obstruct access to property, or when utility service connection will be interrupted, provide notices sufficiently in advance to enable affected persons to provide for their needs. Such notifications shall comply with Laws and Regulations and, whether delivered orally or in writing, shall include appropriate information concerning the interruption and instructions on how to limit inconvenience caused thereby.

C. Notify utility owners and other concerned entities not less than 72 hours prior to cutting or closing streets or other traffic areas or excavating near Underground Facilities or exposed utilities.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

+ + END OF SECTION + +

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30001381 01 13 13-1

SECTION 01 13 13

MILESTONES

PART 1 – GENERAL

1.1 DESCRIPTION

A. Scope:

1. This Section describes Work to be substantially completed to comply with

Milestones indicated in the Agreement. This Section is not intended to describe all the Work or its constraints, interrelationships, or sequential requirements required.

2. CONTRACTOR shall provide all labor, materials, equipment, tools, and incidentals required to perform the Work in accordance with the Contract Times provisions of the Contract Documents.

3. To achieve each Milestone indicated in this Section, substantially complete those elements of the Work indicated starting with Article 1.2 of this Section, together with related equipment, systems, and appurtenant Work and activities.

4. Comply with the General Conditions, as may be modified by the Supplementary Conditions, regarding partial utilization and property insurance.

1.2 MILESTONE REQUIREMENTS

A. Milestone - Old Forge Dam:

1. Mobilization.

2. Completion of Phase I

3. Completion of Phase II

4. Demobilization

B. Milestone – Sixth Lake Dam :

1. Mobilization.

2. Completion of Phase I

3. Completion of Phase II

4. Demobilization

PART 2 – PRODUCTS (NOT USED)

30001381 01 14 16-1

SECTION 01 14 16

COORDINATION WITH OWNER’S OPERATIONS

PART 1 – GENERAL

1.1 DESCRIPTION

A. Scope:

1. This Section includes requirements for coordinating with OWNER’s operations during the Project, and includes requirements for tie-ins and shutdowns necessary to complete the Work without impact on OWNER’s operations except as allowed in this Section.

2. CONTRACTOR shall provide all labor, materials, equipment, tools, and incidentals shown, specified, and required to coordinate with OWNER’s operations during the Work in accordance with this Section.

B. Coordination:

1. Review construction procedures under other Specifications sections and coordinate Work that will be performed with or before the Work specified in this Section.

2. Notify other contractors in advance of Work requiring coordination with OWNER’s operations, to provide other contractors sufficient time for work included in their contracts that will be performed with or before Work specified in this Section.

C. Related Sections:

1. Section 01 11 13, Summary of Work.

2. Section 01 51 05, Temporary Utilities.

D. Except for shutdowns specified in this Section, perform the Work such that OWNER’s facilities remain in continuous satisfactory operation during the Project. Schedule and conduct the Work such that the Work does not: impede OWNER’s production or processes, create potential hazards to operating equipment and personnel, reduce the quality of the facility’s products or effluent, cause odors or other nuisances, or affect the public health, safety, and convenience.

E. Work not specifically covered in this Section or in referenced Sections may, in general, be completed, within the Contract Times, at any time during regular working hours in accordance with the Contract Documents, subject to the requirements in this Section.

F. As a substitute to the procedures specified in this Section, CONTRACTOR may propose providing additional temporary facilities that can eliminate or mitigate a constraint without additional cost to OWNER, provided such additional temporary facilities: do not present hazards to the public, personnel, structures, and equipment; that such additional temporary facilities do not adversely affect OWNER’s ability to comply with Laws and Regulations, permits, and operating

30001381 01 14 16-2 requirements; that such temporary facilities do not generate or foster the generation of odors and other nuisances; and that requirements of the Contract Documents are fulfilled.

G. Coordinate shutdowns with OWNER and ENGINEER. When possible, combine multiple tie-ins into a single shutdown to reduce impacts on OWNER’s operations and processes.

H. Operation of Existing Systems and Equipment during the Work:

1. Do not shut off or disconnect existing operating systems or equipment, unless accepted by ENGINEER in writing.

2. Operation of existing systems and equipment will be by OWNER unless otherwise specified or indicated.

3. Where necessary for the Work, CONTRACTOR shall seal or bulkhead

OWNER-operated gates and valves to prevent leakage that may affect the Work, OWNER’s operations, or both.

4. Provide temporary watertight plugs and bulkheads as required. After completing the Work, remove seals, plugs, and bulkheads to satisfaction of

ENGINEER.

I. Requirements for temporary utilities are in Section 01 51 05, Temporary Utilities.

1.2 SUBMITTALS

A. Action Submittals: Submit the following:

1. Substitute Sequence Submittal: When deviation from specified sequence or procedures is proposed, furnish submittal explaining in detail the proposed sequence or procedures and associated effects, including evidence that OWNER’s operations will not be adversely affected, to an extent greater than originally contemplated in the Contract Documents, by proposed substitution. List benefits of proposed substitution, including benefits to Progress Schedule. Submit in accordance with Section 01 25 00, Substitution Procedures, and other requirements of the Contract Documents regarding substitution requests.

B. Informational Submittals: Submit the following:

1. Shutdown Planning Submittal:

a. For each shutdown, submit an inventory of labor, materials, and equipment required to perform the shutdown and tie-in tasks, an estimate of time required to accomplish the complete shutdown including time for OWNER to take down and start up existing equipment, systems, or conduits, and written description of steps required to complete the Work associated with the shutdown.

b. Furnish submittal to ENGINEER not less than 30 days prior to proposed shutdown start date. Do not start shutdown until obtaining ENGINEER’s acceptance of shutdown planning submittal.

2. Shutdown Notification: After ENGINEER’s acceptance of shutdown planning submittal and prior to starting the shutdown, submit written notification to OWNER and ENGINEER of date and time each shutdown is

30001381 01 14 16-3 to start. Submit notification not less than 72 hours in advance of each shutdown.

1.3 GENERAL CONSTRAINTS

A. Indicated in the Contract Documents are the sequence and shutdown durations, where applicable, for OWNER’S equipment, systems, and conduits (including piping and ducting) that are to be taken out of service temporarily for the Work.

New materials, equipment, and systems may be used by OWNER after the specified field quality controls and testing are successfully completed and the materials or equipment are Substantially Complete in accordance with the Contract Documents.

B. The following constraints apply to coordination with OWNER’s operations:

1. Operational Access: OWNER’S personnel shall have access to equipment and areas of the facility that remain in operation.

2. Temporary Partitions and Enclosures: Provide temporary partitions and enclosures necessary to maintain dust-free, heated, and ventilated spaces in areas of the facility that are adjacent to the Work and that must be kept operational. Comply with Section 01 51 05, Temporary Utilities.

3. Schedule and perform equipment and system start-ups for Monday through Thursday. Equipment and systems shall not be placed into operation on Friday, Saturday, and Sunday without prior approval of OWNER, unless specifically indicated otherwise in the Contract Documents.

4. Dead End Valves or Conduits: Provide blind flanges, watertight bulkheads, or valve at temporary and permanent terminuses of conduits, including piping and ducting. Blind flanges and bulkheads shall be suitable for the service and braced and blocked, as required, or otherwise restrained as directed by ENGINEER. Temporary valves shall be suitable for their associated service. Where valve is provided at permanent terminus of conduit, including piping or ducting, also provide on downstream side of valve a blind flange with drain/flushing connection.

1.4 SEQUENCE OF WORK

A. Perform the Work in the indicated sequence. Certain phases or stages of the Work may require working 24-hour days or work during hours outside of regular working hours. Work may be accelerated from a later stage to an earlier stage if OWNER’s operations are not adversely affected by proposed sequence change, with ENGINEER’s acceptance. Stages specified in this Article 1.4 are sequence-dependent.

B. Stage I (Old Forge Dam): Install temporary cofferdam and turbidity curtain around Phase I work area, as shown on the Drawings; construct Phase I portion of the labyrinth spillway, as shown in the Drawings, outlet structure, and downstream channel concrete. Refill the dewatered area.

C. Stage II (Old Forge Dam): Relocate temporary cofferdam and turbidity curtain around Phase II work area, as shown on the Drawings; remove existing outlet

30001381 01 14 16-4 structure and portions of the spillway, construct Phase II portion of the labyrinth spillway and downstream channel. Refill the dewatered area.

D. Stage III (Old Forge Dam): Remove temporary cofferdam, restore site, remove temporary controls.

E. Stage I (Sixth Lake Dam): Install temporary cofferdam and turbidity curtain around Phase I work area, as shown on the Drawings; excavate the south embankment; construct Phase I portion of the labyrinth spillway and associated ancillary items, as shown in the Drawings, and downstream channel concrete.

Install temporary low-level gate. Refill the dewatered area.

F. Stage II (Sixth Lake Dam): Relocate temporary cofferdam and turbidity curtain around Phase II work area, as shown on the Drawings; remove existing outlet structure and portions of the spillway; construct Phase II portion of the labyrinth spillway and downstream channel, and construct new outlet structure. Refill the dewatered area.

G. Stage III (Sixth Lake Dam): Remove temporary cofferdam, restore site, remove temporary controls.

1.5 TIE-INS

A. Table 01 14 16-A in this Section lists connections by CONTRACTOR to existing facilities. Table 01 14 16-A may not include all tie-ins required for the Work;

CONTRACTOR shall perform tie-ins required to complete the Work as shown or indicated regardless of whether tie-in is indicated in Table 01 14 16-A. For tie-ins not indicated in Table 01 14 16-A, obtain requirements for tie-ins from ENGINEER by requesting an interpretation or clarification.

1.6 SHUTDOWNS

A. General:

1. Terminology: A “shutdown” is when a portion of the normal operation of

OWNER’s facility, whether equipment, systems, conduit (including piping and ducting), has to be temporarily suspended or taken out of service to perform the Work.

2. Work that may interrupt normal operations shall be accomplished at times convenient to OWNER unless otherwise indicated in the Contract Documents.

3. Furnish at the Site, in close proximity to the shutdown and tie-in work areas, tools, materials, equipment, spare parts, both temporary and permanent, necessary to successfully perform the shutdown. Complete to the extent possible, prefabrication of piping and other assemblies prior to commencing the associated shutdown. Demonstrate to ENGINEER’s satisfaction that CONTRACTOR has complied with such requirements before commencing the shutdown.

4. If CONTRACTOR’s operations cause an unscheduled interruption of OWNER’s operations, immediately re-establish satisfactory operation for

OWNER.

30001381 01 14 16-5

5. Unscheduled shutdowns or interruptions of continued safe and satisfactory operation of OWNER’s facilities that result in fines or penalties by authorities having jurisdiction shall be paid solely by CONTRACTOR if, in ENGINEER’s opinion, CONTRACTOR did not comply with requirements of the Contract Documents, or was negligent in the Work, or did not exercise proper precautions in performing the Work and complying with applicable permits, Laws, and Regulations.

6. Shutdowns shall be in accordance with Table 01 14 16-B of this Section.

Work requiring service interruptions for tie-ins shall be performed during scheduled shutdowns.

7. Temporary, short-term shutdowns of smaller conduits (including piping and ducting), equipment, and systems may not be included in Table 01 14 16-B.

Coordinate requirements for such shutdowns with ENGINEER and OWNER. Where necessary, obtain ENGINEER’s interpretation or clarification before proceeding.

B. Shutdowns of Electrical Systems:

1. Comply with Laws and Regulations, including the National Electric Code.

2. CONTRACTOR shall lock out and tag circuit breakers and switches operated by OWNER and shall verify that affected cables and wires are de-energized to ground potential before shutdown Work is started.

3. Upon completion of shutdown Work, remove the locks and tags and notify ENGINEER that facilities are available for use.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 GENERAL

A. In addition to requirements of this Section, comply with Section 01 73 29, Cutting and Patching, and Section 01 73 24, Connections to Existing Facilities, and other Contract Documents applicable to Work associated with shutdowns, tie-ins, temporary pumping (where applicable), and similar work.

30001381 01 14 19-1

SECTION 01 14 19

USE OF SITE

PART 1 – GENERAL

1.1 DESCRIPTION

A. Scope:

1. This Section includes requirements for use of the Site during the Project, and includes requirements for use of existing facilities, as applicable.

2. CONTRACTOR shall provide all labor, materials, equipment, tools, and incidentals shown, specified, and required to comply with restrictions on CONTRACTOR’s use of the Site and other areas.

3. Comply with requirements of the General Conditions, as may be modified by the Supplementary Conditions, regarding the CONTRACTOR’s use of the Site and other areas.

1.2 USE OF PREMISES

A. Limit use of premises at the Site to work areas shown or indicated on the Drawings and as specified in this Section. Do not disturb portions of the Site beyond areas of the Work.

1. Limits:

a. Confine construction operations to the following areas:

1) Old Forge Dam and surrounding parcel; Sixth Lake Dam and surrounding parcel

b. Confine storage of materials and equipment, and locations of temporary facilities to the following areas:

1) Contractors laydown area.

c. Do not enter the following areas:

1) Old Forge Covered Bridge

2) Areas outside of the work areas indicated in Paragraph 1.2.A.1.a of this Section and outside of work areas indicated on the Drawings, including outside the Project areas indicated on the “key plan” in the Drawings.

2. Access to Site, Access Roads, and Parking Areas: Refer to Section 01 55 13, Access Roads and Parking Areas.

B. Use of Existing Buildings and Structures: Maintain existing buildings and structures in weather-tight condition throughout construction unless otherwise indicated in the Contract Documents. Protect buildings, structures, and occupants during construction.

1. Use of Existing Utilities, Sanitary Facilities, and First-aid Facilities: Refer

Section 01 51 05, Temporary Utilities; Section 01 52 19, Sanitary Facilities;

and Section 01 52 16, First Aid Facilities.

30001381 01 14 19-2

C. Promptly repair damage to premises caused by construction operations. Upon completion of the Work, restore premises to specified condition; if condition is not specified, restore to pre-construction condition.

PART 2 – PRODUCTS (NOT USED)

30001381 01 21 00-1

SECTION 01 21 00

CONTINGENCY ALLOWANCES

PART 1 – GENERAL

1.1 SCOPE

A. Scope:

1. This Section includes administrative and procedural requirements governing contingency allowances:

B. Authorization of Allowances:

1. Work that will be paid under an allowance will be authorized in Owner’s written instruction to Contractor using the form included with this Section or other written allowance authorization issued by Owner.

2. Do not perform Work under an allowance without written authorization of Owner.

1.2 CONTINGENCY ALLOWANCE

A. Contingency allowances are stipulated amounts available as reserve for sole use by Owner to cover unanticipated costs.

B. When authorization of Work under contingency allowance is contemplated by Owner for a defined scope, submit Change Proposal to Engineer. Prepare Change Proposal in accordance with the General Conditions and Supplementary Conditions and Section 01 26 00, Contract Modification Procedures, except those payments within limit of contingency allowance shall exclude cost of bond and insurance premiums.

1.3 SCHEDULE OF ALLOWANCES

A. Contingency Allowances:

1. Schedule of Contingency Allowances: Include the following allowances for use in accordance with Owner’s instructions:

Contract and Bid/Payment

Item No. Allowance Number/Name

General Contract, Payment Item 1.3

Contingency Allowance

General Contingency

30001381 01 21 00-2

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 ATTACHMENTS

A. The document listed below and attached following this Section’s “End of Section” designation, are part of this Specification Section.

1. Allowance Authorization Form (one page).

30001381 01 21 00-3

ALLOWANCE AUTHORIZATION

Project:

To:

Re:

Authorization Number:

From:

Date:

Engineer Project No.:

Contract For:

You are authorized to perform the following item(s) of Work and to adjust the Contract allowance amount accordingly:

1. [Allowance Title] / [Title of Change]:

THIS IS NOT A CHANGE ORDER AND DOES NOT INCREASE OR DECREASE THE CONTRACT PRICE

Original Allowance ............................................................................................................. $ Allowance Expenditures prior to this Authorization ............................................................ $ Allowance Balance prior to this Authorization .................................................................... $ Allowance will be decreased by this Authorization ............................................................. $ New Allowance Balance ...................................................................................................... $

RECOMMENDED BY

ARCADIS U.S., Inc.

Engineer

By Date

CONTRACTOR ACCEPTANCE

Contractor

By Date

OWNER APPROVAL

Owner

By Date

Attachments

Copies: Owner Contractor Consultants File

30001381 01 25 00-1

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 – GENERAL

1.1 DESCRIPTION

A. Scope: Section includes:

1. Administrative and procedural requirements for selecting materials and equipment for the Project.

2. Procedural requirements for substitutions of materials and equipment.

3. Procedural requirements for substitute construction methods or procedures, when construction methods or procedures are specified.

B. A proposed substitute will not be accepted for review if:

1. Approval would require changes in design concept or a substantial revision of the Contract Documents.

2. Approval would delay completion of the Work or the work of other contractors.

3. Substitution request is indicated or implied on a Shop Drawing or other submittal, or on a request for interpretation or clarification, and is not accompanied by CONTRACTOR’s formal and complete request for substitution.

C. If proposed substitute is not approved, CONTRACTOR shall provide the specified materials, equipment, method, or procedure, as applicable.

D. Approval of a substitute does not relieve CONTRACTOR from requirement for submitting Shop Drawings and other submittals in accordance with the Contract Documents.

E. ENGINEER and OWNER have the right to rely upon the completeness and accuracy of the information included in CONTRACTOR’s request for approval of a substitute, and CONTRACTOR accepts full responsibility for the completeness and accuracy thereof.

F. When approved substitute is defective or fail to perform in accordance with the Contract Documents, responsibility for remedying the defect or failure resides solely with CONTRACTOR and Supplier.

1.2 SUBSTITUTE MATERIALS AND EQUIPMENT

A. Requests for approval of substitute items of materials or equipment will be considered within a period of 60 days after the Effective Date of the Contract. After the end of specified period, substitution requests will be considered only in case of

30001381 01 25 00-2 unavailability of a specified item of material or equipment or other conditions beyond CONTRACTOR’s control.

B. Procedure:

1. Submit requests for substitution in accordance with requirements for furnishing submittals, as indicated in Section 01 33 00, Submittal Procedures.

2. Submit separate request for each proposed substitute.

3. Submit request for substitution using forms attached to this Section. Complete all information requested on each form, and enclose with the forms supplementary information as required. In addition to requirements of the General Conditions and information required on substitution request forms, include with each substitute request the following:

a. Identification of the materials and equipment (as applicable), including manufacturer’s name and address.

b. Manufacturer’s literature with description of the materials and equipment, performance and test data, and reference standards with which materials and equipment comply.

c. Samples, when appropriate.

d. Name and address of similar projects on which the materials and equipment were used, date of installation, and names and contact information (including telephone number) for the facility operations and maintenance manager.

1.3 SUBSTITUTE CONSTRUCTION METHODS OR PROCEDURES

A. The provisions of the General Conditions, as may be modified by the Supplementary Conditions, regarding substitute items of materials and equipment are hereby extended to apply to substitute construction methods or procedures.

C. Procedure:

1. Submit requests for substitution in accordance with requirements for furnishing submittals, as indicated in Section 01 33 00, Submittal Procedures.

2. Submit separate request for each proposed substitute.

3. Submit request for substitution using forms attached to this Section. Complete all information requested on each form, and enclose with the forms supplementary information as required. In addition to requirements of the General Conditions and information required on substitution request forms, include with each substitute request the following:

a. Detailed description of proposed method or procedure.

b. Itemized comparison of the proposed substitution with the specified method or procedure.

c. Drawings illustrating method or procedure.

d. Other data required by ENGINEER to establish that proposed substitution is equivalent to specified method or procedure.

1.4 CONTRACTOR’S REPRESENTATIONS

30001381 01 25 00-3

A. In submitting request for substitution, CONTRACTOR represents that:

1. CONTRACTOR has read and fully understands the provisions regarding substitutes as indicated in the General Conditions, as may be modified by the Supplementary Conditions.

2. Substitution request is complete and includes all information required by the Contract Documents.

3. CONTRACTOR certifications required by the General Conditions, as may be modified by the Supplementary Conditions, are valid and made with CONTRACTOR’s full knowledge, information, and belief.

4. CONTRACTOR will provide the same or better guarantees or warranties for proposed substitute as for the specified materials, equipment, methods, or procedures, as applicable.

5. CONTRACTOR waives all Claims for additional costs or extension of time related to proposed substitute that subsequently may become apparent.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 ATTACHMENTS

A. The documents listed below, and attached following this Section’s “End of Section” designation, are part of this Specification Section.

1. Substitution Request Form (two pages).

2. Product Substitution…