B08_Attachment_1_-_Technical_Specifications_and_Bid_Items.pdf

CONSTRUCTION BID ITEMS AND

TECHNICAL SPECIFICATIONS

Saint-Gaudens NHS

Grist Mill Foundation Repair

National Park Service

Blow-Me-Down Dam

Saint-Gaudens National Historic Site

Cornish, New Hampshire

November 2024

Prepared By

SAINT-GAUDENS NHS FUSS & O’NEILL, INC.

GRIST MILL FOUNDATION REPAIR

NUMBER

SECTION TITLE OF PAGES

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TABLE OF CONTENTS

SECTION 00 01 10 - TABLE OF CONTENTS

00 00 10 Title Page

00 01 00 Table of Contents

00 01 50 List of Drawings

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 41 10 Definition of Contract Line Items

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary

01 20 50 Measurement and Payment

01 31 00 Project Management and Coordination

01 32 00 Construction Progress Documentation

01 32 33 Photographic Documentation

01 33 00 Submittal Procedures

01 40 00 Quality Requirements

01 42 00 References

01 50 00 Temporary Facilities and Controls

01 51 00 Protection of Public and Traffic Control

01 53 00 Protection of Dam

01 57 23 Under-An-Acre Pollution Prevention…………………………………………………..8

01 60 00 Product Requirements

01 73 00 Execution Requirements

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures and Project Record Documents

DIVISION 02 – SITE CONSTRUCTION

02 19 90 Control of Water

02 24 19 Selective Demolition and Debris Removal

02 91 20 Stone and Brick Masonry Restoration

DIVISION 03 – CONCRETE

03 30 00 Cast-in-Place Concrete

END OF SECTION 00 01 10

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LIST OF DRAWINGS

SECTION 00 01 50 – LIST OF DRAWINGS

GI-001 Cover Sheet CN-001 General Notes and Legend CS-101 Site Access, Staging and Water Control Plan CD-501 Foundation Repair Details CD-502 Stone and Brick Masonry Building Wall Repair Details CD-503 Stone Masonry Retaining Wall Repair Details CD-504 Construction Details

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DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

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DEFINITION OF CONTRACT LINE ITEMS

SECTION 00 41 10 - DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general what is and what is included in a contract line item, and the limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of the work, include the costs in a related item.

1.2 BIDDER’s REPRESENTATIONS

In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged.

Addendum No. Addendum Date

Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work.

B. Bidder is familiar with and is satisfied as to all federal, State and local Laws and Regulations that may affect cost, progress and performance of the Work.

C. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities).

D. Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto.

E. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at

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the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents.

F. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

G. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

J. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement.

K. Bidder agrees to work with the Park Staff, Engineer and any inspectors (archaeological, threatened and endangered species, etc.) to accommodate observation during key construction periods.

L. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation;

M. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

N. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

O. Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

P. Bidder certifies compliance with OSHA training requirements for its work site employees.

Q. The Total Contract Base Bid Price shall include the following lump sum bid prices as outlined below.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 BASE BID

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BASE BID ITEMS

BID ITEM BID PRICE BID ITEM

NO. IN WORDS PRICE IN FIGURES

1 MOBILIZATION/DEMOBILIZATION

(Lump Sum)

2 GENERAL CONDITIONS, OVERHEAD, PROFIT AND INCIDENTALS

3 TRAFFIC CONTROL AND PROTECTION OF THE PUBLIC

4 FOUNDATION VOID SEDIMENT AND DEBRIS REMOVAL

5 CONTROL OF WATER

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6 CONTROLLED DEMOLITION OF CONCRETE WALL ENCASEMENT AND STONE

MASONRY RECONSTRUCTION

7 CONCRETE FOUNDATION REPAIR

(per Cubic Yard)

Estimated Quantity: 5 CY

Total Extended Contract Bid Price:

8 STONE MASONRY BUILDING WALL SURFACE REPAIRS

(per Square Foot)

Estimated Quantity: 22 SF

9 BRICK MASONRY REPAIRS

(per Linear Foot)

Estimated Quantity: 8 LF

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Total Contract Bid Price for Saint-Gaudens NHS Grist Mill Foundation Repair (Items 1 Through 9)

The Total Contract Base Bid Price for Saint-Gaudens NHS Grist Mill Foundation Repair shall be stated below as the direct sum of the items listed above.

$ (Amount in Figures)

(Amount in Words)

A. Optional sub-bid items representing potential alternate scopes of work are outlined below.

OPTIONAL SUB-BID ITEMS

OPTION ITEM OPTION PRICE OPTION ITEM

NO. IN WORDS PRICE IN FIGURES

1 CONTROLLED DEMOLITION AND RECONSTRUCTION OF CONCRETE WALL

ENCASEMENT

In lieu of Base Bid Item 6, this bid alternate shall be to demolish, remove/dispose and reconstruct the concrete encasement for the relevant wall structure, in lieu of restoring/reconstructing the underlying stone masonry comprising the interior of this structure.

2A STONE MASONRY RETAINING WALL SURFACE REPAIRS

In relation to Base Bid Item 8, this bid option price shall be the cost to complete additional stone masonry repairs where indicated on the retaining wall downstream of the grist mill building, as depicted on the contract drawings.

(per Square Foot)

Estimated Quantity: 25 SF

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2B CONTROL OF WATER

In relation to Base Bid Item 5 and Option Sub-Bid Item 2A, this bid option price shall be the cost to provide additional provisions for control of water to complete additional stone masonry repairs where indicated on the retaining wall downstream of the grist mill building, as depicted on the contract drawings.

Total Contract Sub-Bid 2 Price for Saint-Gaudens NHS Grist Mill Foundation Repair (Items 2A Through 2B)

The Total Contract Sub-Bid 2 Price for Saint-Gaudens NHS Grist Mill Foundation Repair shall be stated below as the direct sum of the Sub-Bid Items 2A and 2B listed above.

$ (Amount in Figures)

(Amount in Words)

END OF SECTION 00 41 10

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DIVISION 01 – GENERAL REQUIREMENTS

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SUMMARY

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Work restrictions.

5. Specification and drawing conventions.

6. Miscellaneous provisions.

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.3 PROJECT INFORMATION

A. Project Identification: Saint-Gaudens NHS Grist Mill Foundation Repair

1. Project Location: Blow-Me-Down Dam, Cornish, NH

B. For purposes of this Contract, Project Manual and Drawings the following terms shall be taken as follows:

C. Owner: Department of Interior - National Park Service Contracting Officer

D. Engineer: Fuss & O’Neill, Inc.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents.

1. These Contract Documents cover repairs to concrete, stone masonry and brick masonry for a grist mill building foundation adjacent to the Blow-Me-Down Dam at Saint-Gaudens NHS in Cornish, NH. All work as specified in these documents, inclusive of Contract Drawings, are part of the Work of this Project.

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1.5 ACCESS TO SITE

A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

B. Remove and restore to original condition walls, fences, structures, and other improvements required to be relocated for construction of the Work. Costs for such activity shall be borne by the Contractor. Notify the Engineer, the Owner, and utilities of intended modification or disruption to their property prior to the start of construction and cooperate with them in the scheduling and performance of operations.

C. Use of Site: Limit use of Project site to the limits of disturbance as indicated on the Contract Drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Entrances: Keep entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

D. If the Contractor, by direct negotiation and bargain with any land owner, lessee or tenant, has secured any right to use more space or greater privileges in the space provided by the Owner for purposes incidental to the performance of the Contract, upon request of the Engineer, furnish to the Engineer proper evidence that such additional rights have been properly secured and assurance that no damage to or claim upon the Owner or Engineer will arise therefrom. Neither the Owner nor the Engineer shall be liable in any way for any expense incurred by the Contractor in securing any such right to use additional property.

E. The Contractor shall be responsible for and reimburse the Owner and others for any and all losses, damage or expense which the Owner or those others may suffer, either directly or indirectly or through any claims of any person or party, for any trespass outside the spaces and rights of way provided by the Owner to the Contractor or any violation or disregard of the terms and conditions established for the use or occupancy of those rights or for negligence in the exercise of those rights.

The Owner may retain or deduct from any sum or sums due or to become due to the Contractor such amount or amounts as may be proper to insure the Owner against loss or expense by reason of the failure of the Contractor to observe the limits and conditions of the rights-of-way, rights-of-access, easements, etc., provided by the Owner.

1.6 CONSTRUCTION TIMING RESTRICTIONS

A. Construction timing restrictions are indicated on Drawing Number CN-001 of the Contract Drawings.

1.7 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

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1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work to hours of 7:30 a.m. to 4:00 p.m., Monday through Friday, unless otherwise indicated.

C. Existing Utility Interruptions: Do not interrupt utilities.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

E. Controlled Substances: Use of tobacco products and other controlled substances on the Project site is not permitted.

1.8 HEALTH AND SAFETY

A. The Contractor will ensure compliance with all applicable federal, state, and local safety and environmental regulations and requirements.

B. The Contractor shall be responsible for developing and implementing a Health and Safety Plan in conformance with Occupational Safety and Health Administration (OSHA) Part 1910.

1. Site Specific Health and Safety Plan (HASP)

a. Conform with 29 CFR Part 1910, Subpart T – Commercial Diving Operations.

b. Maintain a copy of HASP on-site for review by Owner or other authorities having jurisdiction.

C. Submit three (3) copies of the completed HASP to the Engineer and Owner for informational purposes prior to start of construction.

1.9 EXISTING UTILITIES

A. Not all existing aboveground and underground utilities and structures are depicted on the Contract Drawings. The Contractor shall locate all existing utilities and structures and protect same from damage or harm. Restore utilities interfered with or damaged, at the expense of the Contractor, and to the satisfaction of its Owner.

B. Ensure that construction activities do not impact the activities or properties of the Owner and its agents without prior coordination and consent of these entities.

C. Contact "Safe" at 8-1-1 prior to the start of construction, to locate and mark out the utility locations.

1. Comply with applicable Call-Before-You-Dig rules, regulations and procedures.

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1.10 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on Contract Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

1.11 ARCHAEOLOGICAL RESOURCES

A. Upon encountering any archaeological material, including but not limited to "charcoal", "bone", "shell", "cultural objects (fire cracked stones/stone flaking material)", "middens", or any other artifacts or related items of historical significance, the Contractor shall immediately cease all work and notify the Engineer and the Owner for further instruction.

1.12 PERMITTING

A. At no additional expense to the Owner, file for and obtain necessary licenses and permits, including fees, for any interim phases for construction, and be responsible for complying with any Federal, State, County, and Municipal Laws, Codes, regulations applicable to the performance of the Work, including, but not limited to, any laws or regulations requiring the use of licensed Subcontractors to perform parts of the Work.

1.13 INSPECTION AND CERTIFICATIONS

A. Arrange inspection and obtain Certificates of approval from applicable authorities having jurisdiction. Furnish certificate in accordance with Conditions of the Contract.

B. Notify and coordinate for all Municipal and County inspections of the work. Allow enough time to maintain progress of the work.

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1.14 PERFORMANCE

A. Should Contractor knowingly perform any Work that does not conform with the requirements of applicable codes, ordinances, regulations, or standards, without given prior written notice to Engineer and obtaining required variance, etc. from the governing body, Contractor shall assume full responsibility thereof and shall bear all costs involved in correcting such non-complying Work.

Costs shall include but not be limited to: All fines, inspection costs, damages, design and management fees in addition to the cost of removal and replacement of the work of all trades involved.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 10 00

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MEASUREMENT AND PAYMENT

SECTION 01 20 50 – MEASUREMENT AND PAYMENT

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section describes the measurement and payment for the Work to be completed under each item in the Bid Form. The descriptions may not reference all of the associated Work. Work specified but not designated as a separate Bid item is considered incidental to all Bid items. The Contractor shall review all work associated with each work item and shall have no claim for being unfamiliar with the requirements of these specifications.

B. Payment Procedures are described in the Contract Documents.

1.3 DEFINITIONS

A. Payment Items: the Owner's distribution of the Contract Sum through listed work items, as outlined in this Section, reviewed, and accepted by the Engineer.

1. Each item is specified to include a defined scope of services. The payment items have been established for the Owner's convenience only and, not all materials, labor, equipment, or services of a payment item are guaranteed to be listed, specified or described herein.

2. Include costs associated with items of work required to complete the defined scope of services within the appropriately specified payment item.

3. Payment items include all necessary products, materials, equipment, plus costs for delivery, handling, storage, installation, all applicable fees and taxes (where applicable), administrative over-site, tools, labor, incidentals, research and testing, overhead, and profit.

4. Total Contract Base Bid Prices shall be paid only as accepted and where approved prior to the completion of the respective work.

5. All work and associated costs described in the Contract Documents shall be included in the payment items described herein.

1.4 PROCEDURES

A. To ensure payment items are balanced, Bid Price Item No. 1 - Mobilization/Demobilization shall be limited to no more than five (5) percent of the Total Contract Base Bid Price for that set of items. Such limit will not prohibit the Contractor from seeking payment for documented expenditures (i.e., invoices or cancelled checks) in excess of this amount under other bid items during project startup and mobilization.

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1.5 DESCRIPTION OF BID PRICE PAY ITEMS

A. The payment items listed below include references to Specification Sections of work to be completed under the payment item, however not all Sections of related work are guaranteed to be listed.

1. Descriptions of work scopes below apply to both base bid and alternate bid items, for dewatered and watered site conditions, respectively.

B. Bid Price Item No. 1 – Mobilization/Demobilization

1. Work associated with this item will be paid for at the stated price including respective portions of work under all specifications necessary to initiate, sustain and conclude Contractor’s activities at the project site.

a. Includes, but is not limited to: All labor, equipment, tools, and materials necessary to complete the work associated with the mobilization and demobilization of temporary field offices and sheds, temporary utilities, materials, personnel, and equipment to and from the project site. Mobilization shall be considered complete when the Contractor has commenced the work on-site. Demobilization shall be considered to be complete when the Contractor has achieved final completion of the work and removed all equipment and materials from the site. Amount bid for this item shall not exceed 5 percent (5%) of the Total Contract Base Bid Price.

b. This work also includes Contractor's general requirements for completing the work, including the project Record Drawings and any other project close-out documents, temporary measures not specified elsewhere and miscellaneous costs associated with the Work including incidentals not covered by other payment items.

2. Payment: Lump Sum price as stated on the Bid Form.

3. Measurement: As measured by the Engineer. Contractor will be paid 50% upon completion of mobilization, 25% upon earning 50% of the total base bid contract value, and the remaining 25% upon completion of demobilization from the site and completion of required project close-out documents including Record Drawings.

C. Bid Price Item No. 2 – General Conditions, Overhead, Profit and Incidentals

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

b. Includes, but is not limited to: Costs associated with complying with all requirements as stated in the Contract Documents, the Contractor’s profit, project incidentals, and other overhead fees.

2. Payment: Lump Sum price as stated on the Bid Form.

3. Measurement: As measured by the Engineer, pro-rated with the Contractor’s progress of work for the project.

D. Bid Price Item No. 3 – Traffic Control and Protection of the Public

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

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a. Section 015100 – Protection of the Public and Traffic Control

b. Includes, but is not limited to: Installation, relocating and re-erecting, maintenance and removal of all temporary barricades, signs, cones, lights and other products and materials required for protection and restriction of pedestrian and vehicular traffic adjacent to work areas. Also includes protecting existing features within and adjacent to areas where pedestrian traffic is diverted and restoring damaged features to existing condition or better.

2. Payment: Lump Sum price as stated on the Bid Form.

3. Measurement: As measured by the Engineer, pro-rated with the Contractor’s progress of work in establishing, maintaining, and removing temporary pedestrian and vehicular protection measures as required for completion of work.

E. Bid Price Item No. 4 – Foundation Void Sediment and Debris Removal

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. Section 022419 – Selective Demolition and Debris Removal

b. Includes, but is not limited to: Removal of accumulated sediment and debris from the foundation void where concrete fill is to be placed.

2. Payment: Lump Sum price as stated on the Bid Form.

3. Measurement: As measured by the Engineer, pro-rated with the Contractor’s progress of work in removing accumulated sediment and debris as required for completion of work.

F. Bid Price Item No. 5 – Control of Water

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

b. Section 021990 – Control of Water

c. Includes, but is not limited to: Control of surface water and groundwater within the work areas, including dewatering excavations and bypassing discharge flows around channel maintenance areas, protection of adjacent areas from discharged waters, mobilizing and effectively deploying all materials, labor and equipment required to monitor and protect the dam during all phases of the work.

2. Payment: Lump Sum price as stated on the Bid Form.

3. Measurement: As measured by the Engineer, pro-rated with the Contractor’s progress of work in completing respective items requiring groundwater dewatering, and surface water bypassing.

G. Bid Price Item No. 6 – Controlled Demolition of Concrete Wall Encasement and Stone Masonry Reconstruction

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

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b. Section 022419 – Selective Demolition and Debris Removal

c. Section 029120 – Stone and Brick Masonry Restoration

d. Includes, but is not limited to: Executing all work necessary to remove/dispose the existing concrete encasement enclosing the wall structure at the dam spillway’s left downstream training wall (which forms a portion of the grist mill building’s easterly wall face), and restore/reconstruct the interior stone masonry as a finished exterior structure matching the adjacent stone masonry surface of the adjacent building wall face, as indicated on the Contract Drawings.

2. Payment: Lump Sum price as stated on the Bid Form.

3. Measurement: As measured by the Engineer, pro-rated with the Contractor’s progress of work to demolish concrete encasement and reconstruct/restore the stone masonry wall structure.

H. Bid Price Item No. 7 – Concrete Foundation Repair

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

b. Section 033000 – Cast-in-Place Concrete

c. Includes, but is not limited to: Filling the void below the grist mill building’s southeast corner foundation with cast-in-place concrete, as indicated on the Contract Drawings.

2. Payment – Unit price as stated on the Bid Form.

3. Measurement – Per Cubic Yard of placed concrete as measured by the Contractor and accepted by the Engineer.

I. Bid Price Item No. 8 – Stone Masonry Building Wall Surface Repairs

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

b. Section 029120 – Stone and Brick Masonry Restoration

c. Includes, but is not limited to: Repairing/restoring damaged portions of damaged/deteriorated walls, as indicated on the Contract Drawings.

2. Payment – Unit price as stated on the Bid Form.

3. Measurement – Per Square Foot of repaired wall surface as measured by the Contractor and accepted by the Engineer.

J. Bid Price Item No. 9 – Brick Masonry Repairs

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

b. Section 029120 – Stone and Brick Masonry Restoration

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c. Includes, but is not limited to: Repairing/restoring damaged portions of the brick archway, as indicated on the Contract Drawings.

2. Payment – Unit price as stated on the Bid Form.

3. Measurement – Per Linear Foot of repaired archway surface as measured by the Contractor and accepted by the Engineer.

K. Option Bid Price Item No. 1 – Controlled Demolition of Concrete Wall Encasement and Reconstruction of Concrete Wall Encasement

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

b. Section 022419 – Selective Demolition and Debris Removal

c. Section 033000 – Cast-in-Place Concrete

d. Includes, but is not limited to: Executing all work necessary to remove/dispose the existing concrete encasement enclosing the wall structure at the dam spillway’s left downstream training wall (which forms a portion of the grist mill building’s easterly wall face), and reconstruct the concrete encasement, as indicated on the Contract Drawings.

2. Payment: Lump Sum price as stated on the Bid Form.

3. Measurement: As measured by the Engineer, pro-rated with the Contractor’s progress of work to demolish concrete encasement and reconstruct/restore the stone masonry wall structure.

L. Option Bid Price Item No. 2 – Stone Masonry Retaining Wall Surface Repairs

1. Work associated with this item will be paid for at the stated price including, but not limited to, work under the following:

a. All or portions of Division 1 specifications, as applicable

b. Section 029120 – Stone and Brick Masonry Restoration

c. Includes, but is not limited to: Repairing/restoring damaged portions of damaged/deteriorated retaining wall downstream of the grist mill building, as indicated on the Contract Drawings.

2. Payment – Unit price as stated on the Bid Form.

3. Measurement – Per Square Foot of repaired wall surface as measured by the Contractor and accepted by the Engineer.

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 GENERAL

A. Measurement: Notify Engineer at least 48-hours prior to the time at which necessary measurements must be taken. Notification must be in advance of obscuring pay item; do not proceed until such measurements have been taken in the presence of the Engineer.

END OF SECTION 01 20 50

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01 31 00 - 1

PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General coordination procedures.

2. Requests for Information (RFIs).

3. Project meetings.

B. Contractor and all subcontractors shall participate in coordination requirements. Certain areas of responsibility may be assigned to a specific subcontractor, but Contractor shall remain responsible for all site activities and completed work.

C. Related Requirements:

1. Section 017700 "Closeout Procedures and Project Record Documents" for coordinating closeout of the Contract.

1.3 DEFINITIONS

A. RFI: Request from Owner, Engineer, or Contractor seeking information required by or clarifications of the Contract Documents.

1.4 INFORMATIONAL SUBMITTALS

A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 10 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site.

01 31 00 - 2

Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home, office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1.5 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

C. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner's property.

1.6 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.

1. Engineer will return RFIs submitted to Engineer by other entities controlled by Contractor with no response.

2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

01 31 00 - 3

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Project name.

2. Project number.

3. Date.

4. Name of Contractor.

5. Name of Engineer.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract

Time or the Contract Sum, Contractor shall state impact in the RFI.

12. Contractor's signature.

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. RFI Forms: AIA Document G716

1. Attachments shall be electronic files in Adobe Acrobat PDF format.

D. Engineer’s Action: Engineer will review each RFI, determine action required, and respond. Allow 7 working days for Engineer's response for each RFI. RFIs received by Engineer after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

e. Requests for adjustments in the Contract Time or the Contract Sum.

f. Requests for interpretation of Engineer's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

1.7 PROJECT MEETINGS

A. Preconstruction Conference: Engineer will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect.

1. Conduct the conference to review responsibilities and personnel assignments.

2. Attendees: Authorized representatives of Owner, Engineer, and their consultants;

Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

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B. Project Closeout Conference: Notify the Engineer upon Substantial Completion, and the Engineer will schedule and conduct closeout conference.

C. Progress Meetings: Progress meetings will be held on a biweekly basis.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 31 00

SAGA – 246315 01 32 00 - 1

CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's construction schedule.

B. Related Requirements:

1. Section 013300 "Submittal Procedures" for submitting schedules and reports.

2. Section 014000 "Quality Requirements" for submitting a schedule of tests and inspections.

1.3 DEFINITIONS

A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

B. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.

C. Event: The starting or ending point of an activity.

1.4 INFORMATIONAL SUBMITTALS

A. Format for Submittals: Submit required submittals in the following format:

1. Working electronic copy of schedule file, where indicated.

2. PDF electronic file.

B. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.

1. Submit a working electronic copy of schedule, using software indicated, and labeled to comply with requirements for submittals. Include type of schedule (initial or updated) and date on label.

SAGA – 246315 01 32 00 - 2

C. Construction Schedule Updating Reports: Submit with Applications for Payment.

1.5 COORDINATION

A. Coordinate Contractor's construction schedule with the schedule of values, submittal schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.

PART 2 - PRODUCTS

2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for commencement of the Work to date of final completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities:

1. Activity Duration: Define activities so no activity is longer than 20 days.

2. Submittal Review Time: Include review and resubmittal times indicated in Section 013300

"Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's construction schedule with submittal schedule.

3. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Engineer’s administrative procedures necessary for certification of Substantial Completion.

4. Punch List and Final Completion: Include not more than 30 days for completion of punch list items and final completion other than for items that are seasonally limited.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)

A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal, Gantt-chart-type, Contractor's construction schedule within 30 days of date established for commencement of the Work. Base schedule on the startup construction schedule and additional information received since the start of Project.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line.

SAGA – 246315 01 32 00 - 3

1. For construction activities that require three months or longer to complete, indicate an estimated completion percentage in 10 percent increments within time bar.

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At 30 day intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate final completion percentage for each activity.

B. Distribution: Distribute copies of approved schedule to Engineer, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

END OF SECTION 01 32 00

SAGA – 246315 01 32 33 - 1

PHOTOGRAPHIC DOCUMENTATION

SECTION 01 32 33 - PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Periodic construction photographs.

3. Final completion construction photographs.

B. Related Requirements:

1. Section 017700 "Closeout Procedures" for submitting photographic documentation as project record documents at Project closeout.

1.3 INFORMATIONAL SUBMITTALS

A. Digital Photographs: Submit image files within 3 days of taking photographs.

1. Digital Camera: Minimum sensor resolution of 8 megapixels.

2. Format: Minimum 3200 x 2400 pixels, in unaltered original files, with same aspect ratio as the sensor, uncropped, date and time stamped, in folder named by date of photograph.

3. Identification: Provide the following information with each image description in file metadata tag:

a. Name of Project.

b. Name of Contractor.

c. Date photograph was taken.

d. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

PART 2 - PRODUCTS

2.1 PHOTOGRAPHIC MEDIA

A. Digital Images: Provide images in JPG format, produced by a digital camera.

SAGA – 246315 01 32 33 - 2

PHOTOGRAPHIC DOCUMENTATION

PART 3 - EXECUTION

3.1 CONSTRUCTION PHOTOGRAPHS

A. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.

B. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

1. Date and Time: Include date and time in file name for each image.

C. Preconstruction Photographs: Before starting construction, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points.

1. Take 20 photographs to show existing site conditions before starting the Work.

D. Periodic Construction Photographs: 20 photographs weekly with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken.

E. Engineer-Directed Construction Photographs: From time to time, Engineer will instruct photographer about number and frequency of photographs and general directions on vantage points. Select actual vantage points and take photographs to show the status of construction and progress since last photographs were taken.

F. Final Completion Construction Photographs: Take 20 color photographs after date of Substantial Completion for submission as project record documents.

END OF SECTION 01 32 33

SAGA – 246315 01 33 00 - 1

SUBMITTAL PROCEDURES

SECTION 01 33 00 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Requirements:

1. Section 013200 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.

2. Section 017700 "Closeout Procedures and Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Engineer’s responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require Engineer’s responsive action. Submittals may be rejected for not complying with requirements.

Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.

D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.4 ACTION SUBMITTALS

A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, SAGA – 246315 01 33 00 - 2 fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's construction schedule.

2. Initial Submittal: Submit concurrently with startup construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule.

a. Submit revised submittal schedule to reflect changes in current status and timing for submittals.

4. Format: Arrange the following information in a tabular format:

a. Scheduled date for first submittal.

b. Specification Section number and title.

c. Submittal category: Action; informational.

d. Name of subcontractor.

e. Description of the Work covered.

f. Scheduled date for Engineer’s final release or approval.

g. Scheduled date of fabrication.

h. Scheduled dates for purchasing.

i. Scheduled dates for installation.

1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

4. Coordinate transmittal of different types of submittals for related parts…