SET NO. ______

PROJECT MANUAL

BID/CONSTRUCTION SET

TOWN OF GYPSUM

COOLEY MESA PUMP STATION BACKUP GENERATOR

07/26

BID SET

JVA, Inc.

817 Colorado Avenue

Glenwood Springs, CO 81601

JVA Job No. 260164.ENV

07/26

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TABLE OF CONTENTS

Section No. Subject # of Pages

DIVISION 1 – General Requirements

01010 Summary of Work 8

01035 Modification Procedures 2

01039 Coordination and Meetings 6

01080 Identification Systems 2

01200 Payment Procedures 5

01340 Shop Drawings, Product Data and Samples 13

01380 Construction Photographs 3

01500 Construction Facilities and Temporary Controls 6

01600 Materials and Equipment 11

01650 Starting Systems 2

01700 Contract Closeout 7

01730 Operation and Maintenance Data 6

DIVISION 16 – ELECTRICAL

16050 Basic Electrical Materials and Methods 9

16250 Engine Generators: Diesel 9

16280 Automatic Transfer Switch 5

16950 Programmable Logic Controllers 5

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SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Work covered by contract documents

B. Work by others

C. Contractor use of site and premises

D. Work sequence

E. Easements and right-of-way

F. Protection of public and private property

G. Maintenance of traffic

H. Barricades and lights

I. Lines and grades

J. Regulatory requirements

K. Cutting and patching

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work will include all necessary labor, supervision, equipment, tools, and materials for construction of a backup power arrangement for an existing pump station. Work includes, but is not limited to, furnishing and installing a new standby generator, automatic transfer switch, generator concrete pad, electrical service modifications, conduit, conductors, grounding, controls, appurtenances, and associated electrical equipment required to provide backup power to the existing pump station. Work also includes coordination with the utility and Owner, modification of existing electrical equipment as required, integration with the existing pump station electrical system, testing, startup, commissioning, restoration of disturbed areas, and completion of all associated site work relating to the backup power improvements.

B. Contractor shall furnish and pay for all materials, equipment, supplies, appurtenances;

provide all construction equipment and tools; and perform all necessary labor and supervision

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C. Contractor shall coordinate the progress of the Work including coordination between trades, subcontractors, suppliers, public utilities, equipment vendors, the Owner, and other contractors performing work on site to ensure the progress of Work.

D. It is the intent of this contract that Work proceed in the most expeditious manner possible

E. Construct the Work under contract indicated in the Bid Form

F. The cross-referencing of specification sections under the heading "Related Sections" and elsewhere within each specification section is intended as an aid to the Contractor and shall not relieve the Contractor from his responsibility to coordinate the Work under the

Contract Documents. Listings of cross-references are not intended to be comprehensive.

The omission of a cross-reference to an additional or related requirement shall not relieve the Contractor of his obligation to provide a complete Project.

1.3 WORK BY OTHERS

A. Construct work to allow for continued operation of the existing pump station and for work by the Owner, utility providers, equipment vendors, and other contractors.

Coordinate construction schedule with the Owner.

B. Utility work, service switching, metering, or other work by the electric utility may occur in coordination with the Project. Coordinate utility-related work with the Owner, Engineer, and electric utility.

C. Owner operations staff will operate existing pump station equipment and authorize required outages or shutdowns. Contractor shall coordinate required outages, testing, startup, and commissioning activities with the Owner.

1.4 CONTRACTOR USE OF SITE AND PREMISES

A. Contractor shall limit use of the premises for Work and will use the designated staging area for field offices, equipment, and material storage. Areas have been designated on the

Drawings for contractor’s use

B. Coordinate use of premises under direction of Engineer and/or Owner

C. Assume full responsibility for the protection and safekeeping of equipment and products stored on site under this Contract

D. Contractor may use only those areas indicated on the Drawings for storage and such additional areas as Engineer may designate

E. Contractor should plan for normal workdays, Monday through Friday, within the hours of

7:00 a.m. to 7:00 p.m. Other work hours and days may be allowed by the Town of

Gypsum and Engineer upon 48 hours written notice.

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1.5 OWNER USE OF SITE AND PREMISES

A. Owner reserves the right to occupy, access, operate, and maintain the existing pump station and associated site equipment during construction, so long as such use does not interfere with completion of the Work. Owner use, access, or partial occupancy shall not establish acceptance of total Work.

B. Owner shall coordinate with Contractor for access to the work site for work performed under the Contract Documents to ensure Contractor’s health and safety plans are followed.

C. Existing pump station shall remain operational during construction. Maintain access for

Owner operations, maintenance personnel, emergency vehicles, and utility representatives at all times.

1.6 WORK SEQUENCE AND WORK RESTRICTIONS

A. Construct Work to allow for continued operation of the existing pump station and for work by the Owner, utility providers, equipment vendors, and other contractors.

Coordinate construction schedule with the Owner.

B. Provide open access for Owner to property at all times during construction. Maintain minimum width clearance for access of Town of Gypsum and Contractor personnel, utility representatives, and emergency vehicles at all times.

C. Contractor shall submit a detailed CPM format schedule outlining all steps required to assure complete and satisfactory construction, testing, startup, and commissioning of the

Work in such a manner as to result in the least possible disruption to pump station operations and Owner staff. Address all work sequence and constraints described in this

Section.

D. Conduct work in a manner that will not impair the operational capabilities of the overall water distribution system.

E. Indicate required shutdowns of existing station or interruptions of existing operations on the Progress Schedule. Shutdowns will be permitted only to the extent that existing pump station operation will not be jeopardized and identified constraints are satisfied.

F. Electrical shutdowns and service interruptions may be required to complete the scope of work. All shutdowns shall be coordinated with Town operations staff, the electric utility, and the Engineer. Contractor shall submit a detailed work plan and sequence for each shutdown and receive Engineer approval at least 30 days prior to the planned date of shutdown. For each approved shutdown, Contractor shall submit written confirmation 14 days in advance of the proposed shutdown to the Town. Unless specifically indicated otherwise, shutdown duration and timing shall be as approved by the Town and Engineer.

Where working hours conflict with hours allowed for construction activities, Contractor shall submit a request for approval from the Town for modified construction activity hours.

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1. Minimize shutdown times by thorough advance planning. Have required equipment, materials, and labor on hand at time of shutdown.

2. Disruptions include, but are not limited to:

a. Removing from service, restricting, or impeding the function of electrical, control, communication, or water systems serving the pump station.

b. Delaying or denying access to any pump station structure, equipment, or area needed by Owner staff to complete operations or maintenance activities.

G. Where required to minimize pump station interruptions while complying with specified sequencing constraints, provide temporary power, controls, communication, lighting, instrumentation, and safety devices.

H. Contractor shall be responsible for temporary dewatering, excavation protection, and removal of accumulated water required to complete generator pad, conduit, grounding, and related site improvements. Contractor shall manage and dispose of collected water in accordance with applicable requirements.

1. Do not discharge water, sediment, or debris in a manner that impacts existing pump station operations, drainage features, or adjacent property.

2. Remove and dispose of unsuitable material, debris, and construction waste off site in accordance with applicable requirements.

I. Construct work in stages to minimize pump station service interruptions and power outages. Coordinate construction schedule and required outages with Engineer and

Owner. Contractor shall provide advance notice of planned outages in accordance with

Owner requirements.

J. Contractor shall provide temporary measures required to maintain pump station operation if an outage exceeds the duration approved by the Owner and Engineer.

K. Planned power outages shall be scheduled with Engineer and Owner and shall be kept to the minimum duration necessary to complete the Work.

1. Schedule each outage with Engineer and Owner.

a. Number of outages shall be kept to a minimum.

L. Existing Cooley Mesa Pump Station is an operating facility and must remain in operation during the contract period. Existing pumping, controls, communication, and electrical systems shall remain in service during construction except during approved outages.

M. Sequences other than those specified will be considered by Engineer, provided they afford equivalent continuity of operations.

1.7 EASEMENTS AND RIGHT-OF-WAY

A. Work shall be performed at the Town’s existing Cooley Mesa Pump Station site.

B. Construction access to the site shall be via the main entrance to public works.

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C. Work will be performed in the dedicated street right-of-way, utility easement, and on

Owner's property, as indicated on the Drawings.

D. Confine construction operations to the immediate vicinity of the location indicated on the

Drawings and use due care in placing construction tools, equipment, excavated materials, and materials and supplies so as to cause the least possible damage to property.

E. Construction Area Limits

1. Confine construction operations to the immediate vicinity of the location indicated on the Drawings and in accordance with the Owner.

2. Contractor shall not trespass in or on areas not designated for access roads, parking areas, storage areas, existing facilities areas, and construction areas.

a. Contractor shall be responsible for keeping personnel out of areas not designated for Contractor use except for isolated Work located within these areas. Contractor shall coordinate such Work with Owner and shall not proceed without Owner approval.

3. Contractor shall use due care in placing construction tools, equipment, excavated materials, and materials and supplies so as to cause the least possible damage to property outside the Town property.

a. Responsibility for protection and safekeeping of materials and equipment on or near the work site shall be entirely that of Contractor and no claim shall be made against Owner for any reason.

b. If Owner needs access to areas occupied by stored materials or equipment, Contractor shall provide access.

F. On Private Property

1. Do not enter for material delivery or occupy for any purpose with personnel, tools, equipment, construction materials, or excavated materials, any private property outside the designated construction easement without written permission of the owner and tenant.

G. Within Street Right-of-Way and Utility Easement

1. Perform all Work and conduct all operations of Contractor, employees, and subcontractors in accordance with the requirements of the Town of Gypsum and/or

Eagle County.

1.8 PROTECTION OF PUBLIC AND PRIVATE PROPERTY

A. Protect, shore, brace, support, and maintain underground conduits, drains, and other underground construction uncovered or otherwise affected by construction operations

B. Contractor shall be responsible for all damage to streets, roads, highways, shoulders, street lighting and/or signage, embankments, culverts, location or character, which may be caused by transporting equipment, materials, or personnel to or from the Work or any part or site thereof, whether by him or his subcontractors

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C. Make satisfactory and acceptable arrangements with the Owner of, or the agency or authority having jurisdiction over, any damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage

1.9 PROTECTION OF WORK AND FACILITIES

A. Contractor shall be solely responsible for the protection of Work until final acceptance

B. Contractor shall protect all and any previously performed Work, work in progress or completed by others, and existing facilities from damage during the performance of Work in the area

1.10 MAINTENANCE OF TRAFFIC

A. Conduct Work to interfere as little as possible with public travel, whether vehicular or pedestrian

1. Whenever it is necessary to cross, close, or obstruct private roads, driveways, multi use paths, and walks, provide and maintain suitable and safe detours, or other temporary expedients for accommodation of private travel

a. Submit traffic control plans for work within rights-of-way for approval by the

Town of Gypsum Public Works Department prior to commencing any work.

2. Maintenance of traffic is not required if Contractor obtains written permission from the owner and tenant of private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point

1.11 BARRICADES AND LIGHTS

A. Protect streets, roads, highways, and other public thorough fares which are closed to traffic by effective barricades with acceptable warning and directional signs

B. Locate barricades at the street intersecting public thoroughfare on each side of the blocked section

C. Provide suitable barriers, signs, and lights to the extent required to adequately protect the public

D. Provide similar warning signs and lights at obstructions such as material piles and equipment

E. Illuminate barricades and obstructions with warning lights from sunset to sunrise

F. Store materials and conduct work to cause the minimum obstruction to the other contracts

G. Install and maintain barricades, signs, lights, and other protective devices in conformity with applicable statutory requirements including the Manual on Uniform Traffic Control

Devices and as required by Eagle County.

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1.12 LINES, GRADES AND SURVEY

A. Construct all Work to the lines, grades, and elevations indicated on the Drawings

1. The Owner may employ a separate surveyor to perform a verification survey to check final layout and grades.

2. Contractor is responsible for correcting all incorrect grades or grades not meeting specified tolerances

B. Engineer has established basic horizontal and vertical control points in the Drawings

1. Use these points as datum for the Work

2. Provide such competent personnel and tool, stakes, and other materials as Engineer may require in establishing or designating control points, in establishing construction easement boundaries, or in checking layout survey, and measurement work performed by Contractor

C. Provide all survey, layout, and measurement work required

1. Work performed by a qualified professional engineer or registered land surveyor acceptable to Engineer

2. Locate and protect control points prior to starting site work, and preserve all permanent reference points during construction

a. Make no changes or relocations without prior written notice to Engineer

b. Report to Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations

c. Require surveyor to replace Project control points which may be lost or destroyed

d. Establish replacements based on original survey control

3. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means

a. Temporary project benchmark

b. Stakes for grading, fill and topsoil placement

c. Utility slopes and invert elevations

4. From time to time, verify layouts by the same methods

5. Maintain a complete, accurate log of all control and survey work as it progresses

6. On request of Engineer, submit documentation to verify accuracy or field engineering work

1.13 REGULATORY REQUIREMENTS

A. Comply with all federal, state, and local laws, regulations, codes, and ordinances applicable to the Work

B. References in the Contract Documents to local codes shall mean the codes in effect in the

Town of Gypsum and Eagle County according to the jurisdiction in which the Work is performed.

C. Other standards and codes which apply to the Work are designated in the specific technical specifications

D. Comply with all permits, approvals, and regulatory requirements applicable to the Work.

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PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

END OF SECTION

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SECTION 01035

MODIFICATION PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing contract modifications.

1.2 MINOR CHANGES IN THE WORK

A. The Engineer will issue supplemental instructions authorizing minor changes in the

Work, not involving adjustment to the Contract Sum or Contract Time, on a JVA Field

Order Form.

B. The Contractor may request additional information or clarification by using and submitting a “Request for Information” (RFI).

1.3 WORK CHANGE DIRECTIVE (WCD)

A. Owner-Initiated Work Change Directive: A written statement to the Contractor issued on or after the Effective Date of the Agreement and signed by the Owner and recommended by the Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract

Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued

Change Order following negotiations by the parties as to its effect, if any, on the Contract

Price or Contract Times.

1. Within 7 days of receipt of a Work Change Directive Form, submit an estimate of cost necessary to execute the change to the Engineer for the Owner's review.

a. Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time.

1.4 CHANGE ORDER (CO)

A. Owner-Initiated Change Order: The Engineer will issue a detailed Change Order Form indicating any changes in the Work that will require adjustment to the Contract Sum or

Contract Time. If necessary, the description will include supplemental or revised

Drawings and Specifications.

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1. The Change Order Form issued by the Engineer is for information only. Do not consider them as an instruction either to stop work in progress or to execute the proposed change.

2. Within 7 days of receipt of a Change Order Form, submit an estimate of cost necessary to execute the change to the Engineer for the Owner's review.

a. Include a list of quantities of products required and unit costs, with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time.

B. There will be no Contractor initiated Change Orders, the Contractor may only request additional information or clarification by using and submitting a “Request for

Information” (RFI), on the Contractor’s RFI form. Additional forms may be obtained from the Engineer, and Contractor-Initiated Proposals may also be provided.

C. Upon the Owner's and the Engineer’s approval and signature from the Contractor the

Change Order Form becomes valid

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SECTION 01039

COORDINATION AND MEETINGS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. General requirements

B. Coordination

C. Field engineering

D. Alteration project procedures

E. Preconstruction conference

F. Progress meetings

G. Requests for information

1.2 RELATED SECTIONS

A. Section 01010 – Summary of Work

B. Section 01340 – Shop Drawings and Product Data

C. Section 01700 – Contract Closeout

1.3 GENERAL REQUIREMENTS

A. Refer to General Conditions for Owner meetings and other requirements

B. Engineer will schedule and administer pre-construction meeting according to agenda

1. Prepare agenda for meetings including items required by Owner and Contractor

2. Notify Contractor and Owner 4 days in advance of meeting date

3. Preside at meeting

C. Contractor will schedule and administer site mobilization and weekly progress meetings.

Contractor will also be responsible for coordination, field engineering, alteration, project procedures, cutting and patching procedures outlined herein. If work progress does not warrant a meeting, all parties can mutually agree to postpone meeting.

1. Arrange for the attendance of Contractor's agents, employees, subcontractors, and suppliers as appropriate to the agenda

2. Record the minutes; include all significant proceedings and decisions

3. Reproduce and distribute copies of minutes within one week after each meeting

a. To all participants in the meetings

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b. To Engineer

c. To Owner

4. Owner and other inspecting parties such as the geotechnical engineer/technician as well as plant operators may attend meetings

5. Engineer will attend weekly meetings either via phone or on site

D. Representatives of contractors, subcontractors, and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents

1.4 COORDINATION

A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later by others.

B. Verify that utility requirement characteristics of operating equipment are compatible with available utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment, and coordinate preparation of grading and other requirements for installation utility work by others.

C. Coordinate completion and clean-up of Work of separate Sections in preparation for final completion and for portions of Work designated for Owner’s use

D. After Owner occupancy of premises, coordinate access to site for correction of defective

Work and Work not in accordance with Contract Documents, to minimize disruption of

Owner's activities.

1.5 FIELD ENGINEERING

A. Employ a Land Surveyor registered in the State of Colorado and acceptable to the

Engineer and Owner.

B. Contractor will locate and protect survey control and reference points.

C. Control datum for survey is that established by Owner provided survey and shown on

Drawings.

D. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

1.6 ALTERATION PROJECT PROCEDURES

A. Materials: As specified in product Sections; match existing products and work for patching and extending work.

B. Where new work abuts or aligns with existing, perform a smooth and even transition.

Patched work to match existing adjacent work in texture and appearance.

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C. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Engineer.

D. Where a change of plane of 1/4-inch or more occurs, submit recommendation for providing a smooth transition for Engineer review.

E. Patch or replace portions of existing surfaces, which are damaged, lifted, or showing other imperfections.

F. Finish surfaces as specified in individual product sections.

1.7 PRECONSTRUCTION CONFERENCE

A. Engineer will schedule a conference after Notice of Award

B. Location: On site

C. Attendance

1. Owner's Representative

2. Engineer and their professional consultants

3. Geotechnical Engineer

4. Contractor's Project Manager

5. Contractor's Superintendent

6. Major Subcontractors

7. Others as Appropriate

D. Agenda:

1. Execution of Owner Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of subcontractors and suppliers, list of products, Schedule of

Values, and Construction Project Schedule in critical path format.

5. Designation of personnel representing the parties in Contractor, Owner, and the

Engineer.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, cost proposal requests, Change Orders and Contract closeout procedures.

7. Construction scheduling and updates.

8. Scheduling activities of Geotechnical Engineer, equipment manufacturers representatives, and other field tests

9. Critical work sequencing

10. Major equipment deliveries and priorities

11. Procedures for maintaining Record Documents

12. Construction facilities, controls and construction aids

13. Temporary utilities provided by Owner

14. Safety and first-aid procedures

15. Security and housekeeping procedures

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16. Procedures for testing

1.8 PROGRESS MEETINGS

A. Contractor will schedule and administer meetings throughout progress of the Work at weekly intervals. If work progress does not warrant meeting, all parties can mutually agree to postpone the weekly meeting.

B. Location of the Meetings: The project field office of the Contractor, or other locations arranged for by Contractor, convenient to all parties

C. Contractor will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within one week to Contractor, Owner, participants, and those affected by decisions made.

D. Attendance

1. Owner's Representative

2. Engineer, and their professional consultants as needed

3. Contractor's Superintendent

4. Subcontractors as appropriate to the agenda

5. Suppliers as appropriate to the agenda

6. Others, as appropriate

E. Suggested Agenda

1. Review Minutes of Previous meetings

2. Review Unresolved issues from Last Meeting

3. Review of Work Progress

4. Field Observations, Problems, Conflicts and Decisions

5. RFI Review

6. Review of Submittals Schedule and Status of Submittals

7. Schedule

a. General Schedule Issues

b. Review of off-site fabrication and delivery schedules

c. Planned progress during succeeding work period (3-week “Look ahead”)

d. Maintenance of construction project schedule

e. Corrective measures to regain project schedules

8. Maintenance of Quality and Work Standards

9. Change Orders

10. New PR’s

11. Accepted Change Orders

12. Pay Requests

13. Other Business

1.9 REQUESTS FOR INFORMATION (RFI)

A. The Contractor shall prepare and submit an RFI upon the discovery of the need for interpretation of the Contract Documents or additional information.

1. Only the Contractor shall submit RFIs to the Engineer.

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2. RFIs shall be submitted on Engineer’s RFI form. Engineer will provide a template for the Contractor upon request.

B. RFI shall include:

1. Project Name

2. Engineer Job Number

3. Date

4. Name of Contractor

5. Name of Engineer

6. RFI number, numbered sequentially

7. Related specification section number, title, and related paragraphs, as needed

8. Drawing number and detail references, as needed

9. Field conditions

10. Contractor’s proposed solution. If the Contractor’s solution(s) affect contract times or contract price, Contractor shall state the effects on the RFI.

11. Contractor’s signature

12. Relevant attachments including but not limited to drawings, descriptions, measurements, photos, product data, and shop drawings

C. Electronically Submitted RFIs

1. Contractor shall submit one (1) complete RFI file in Adobe Acrobat PDF format

D. Engineer’s Response

1. Engineer will review each RFI, determine action required, and respond.

2. Engineer will review and respond to each RFI within seven (7) working days

3. If Engineer receives an RFI after 1:00 P.M. local time, the RFI will be considered as received the following working day.

4. Engineer will not respond to RFIs requesting approval of submittals, approval of substitutions, coordination and information already indicated in Contract Documents, adjustment in contract time or contract amount, or erroneous RFIs.

5. Engineer may respond to RFIs on related issues with a single response.

6. If Engineer requests additional information as a result of the RFI, any further action or RFIs submitted by the Contractor will restart a new seven (7) day review period.

7. Contractor shall submit any request for change of contract time or contract price utilizing proper Change Order forms.

E. Contractor shall log and track all RFIs submitted organized by RFI number.

1. RFI log shall be submitted at each progress meeting

2. RFI log shall include:

a. Project name

b. Name, address, and phone number of Contractor

c. Contractor representative name

d. RFI number

e. RFI description

f. RFI submittal date

g. RFI response date

h. Related Change Order number, as needed

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SECTION 01080

IDENTIFICATION SYSTEMS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Color coding, lettering, and tagging of all new exposed pipe and electrical equipment

1.2 RELATED SECTIONS

A. Section 09900 – Coatings

B. Section 16050 – Basic Electrical Materials and Methods

1.3 REFERENCES

A. ANSI 13.1 – Scheme for the Identification of Piping Systems

PART 2 PRODUCTS

2.1 MATERIALS

A. Coatings: As specified in Section 09900

B. Nameplates: Plastic, two colors for surface and core

PART 3 EXECUTION

3.1 LOCATION OF IDENTIFICATION

A. Lettering and flow direction arrows

1. Near equipment served

3.2 NAME PLATES

A. Provide nameplates on all electrically powered equipment and electrical enclosures

1. Size: Approximately 3-inch wide by 2-inch high, on red plastic surface engraved through to a yellow core

2. Label: “Danger” in capital ½ inch letters on top line. The balance of sign in 3/8-inch capital letters reading: “Do not perform any equipment maintenance until main power disconnect is turned off and padlocked”

3. Provide additional electrical nameplates of the size and colors indicated in the individual specification sections

4. Install in prominent location agreed to by the Engineer and Owner

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SECTION 01200

PAYMENT PROCEDURES

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and other

Division 1 Specification Sections, apply to this Section.

B. This information is supplemental to the requirements as stated in the General Conditions.

1.2 SUMMARY

A. This Section includes additional administrative and procedural requirements necessary to prepare and process Applications for Payment. Refer to General Conditions for most requirements of the Owner.

1. Schedule of Values assisting in processing Applications for Payment

2. Unit Prices for administrative requirements governing use of unit prices

3. Construction Progress Schedules

1.3 DEFINITIONS

A. Schedule of Values: A statement furnished by Contractor allocating portions of the

Contract Sum to various portions of the Work and used as the basis for reviewing

Contractor’s Applications for Payment.

1.4 PROCEDURES FOR THE SCHEDULE OF VALUES

A. Coordination: coordinate preparation of the Schedule of Values with preparation of

Contractor’s Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following:

a. Application for Payment forms with Continuation Sheets

b. Submittals Schedule

c. O&M Manuals Schedule

2. Submit the Schedule of Values to Engineer at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment

3. Sub-schedules: Where the Work is separated into phases requiring separately phased payments, provide sub-schedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification

Section.

1. Identification: include the following Project identification on the Schedule of Values:

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a. Project name and location

b. Name of Engineer

c. Engineer’s project number.

d. Contractor’s name and address

e. Date of submittal

2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed:

a. Related Specification Section or Division.

b. Description of the Work.

c. Change Orders (numbers) that affect value.

d. Dollar value.

e. Percentage of the Contract Sum to nearest one-hundredth percent, adjusted to total

100 percent.

3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the

Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate.

4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.

5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.

a. Differentiate between items stored on-site and items stored off-site. Include evidence of insurance or bonded warehousing if required.

6. Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the

Work.

7. Allowances: Provide a separate line item in the Schedule of Values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract

Documents to determine quantities.

8. Each item in the Schedule of Values and Applications for Payment shall be complete.

Include total cost and proportionate share of general overhead and profit for each item.

a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of

Values or distributed as general overhead expense, at Contractor’s option.

9. Schedule Updating: Update and resubmit the Schedule of Values before the next

Applications for Payment when Change Orders result in a change in the Contract

Sum.

1.5 APPLICATION FOR PAYMENTS

A. General

1. Submit itemized payment request as required in General Conditions together with

Schedule of Values and other submittals as specified herein

2. Contractor shall not "project" work completed beyond the date of Application for

Payment submittal for the purpose of payment request

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B. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner.

1. The initial Application for Payment, the Application for Payment at time of

Substantial Completion, and the final Application for Payment involve additional requirements

C. Payment Application Times: Each progress payment date is as indicated in the

Agreement. The period of construction Work covered by each Application or Payment is the period indicated in the Agreement

D. Application Preparation: Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Owner.

Incomplete applications will be returned without action.

1. Entries shall match data on the Schedule of Values and Contractor's Construction

Schedule. Use updated schedules if revisions have been made.

2. Include amounts of Change Orders issued prior to the last day of the construction period covered by the application

E. Transmittal

1. Submit copy of each Application for Payment to the Engineer by means ensuring receipt within 24 hours

2. Transmit each copy with a transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the

Engineer

F. Initial Application for Payment

1. Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following:

a. List of subcontractors

b. List of principal suppliers and fabricators

c. Schedule of Values

d. Contractor's Construction Schedule (preliminary if not final)

e. Schedule of principal products

f. List of Contractor's staff assignments

g. Copies of building permits

h. Copies of authorizations and licenses from governing authorities for performance of the Work

i. Certificates of insurance and insurance policies

j. Performance and payment bonds, if required

G. Application for Payment at Substantial Completion

1. Following issuance of the Certificate of Substantial Completion, submit an

Application for Payment. This application shall reflect any Certificates of Partial

Substantial Completion issued previously for Owner occupancy of designated portions of Work

a. Administrative actions and submittals that shall precede or coincide with this application include:

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i) Occupancy permits and similar approvals

ii) Warranties (guarantees) and maintenance agreements

iii) Test/adjust/balance records

iv) Maintenance instructions

v) Meter readings

vi) Start-up performance reports

vii) Change-over information related to Owner's occupancy, use, operation and maintenance

viii) Final cleaning

ix) Application for reduction of retainage, and consent of surety

x) Advice on shifting insurance coverages

b. List of incomplete Work, recognized as exceptions to Architect's Certificate of

Substantial Completion

H. Application for Final Payment

1. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Price, previous payments, and sum remaining due.

2. Application for Final Payment will not be considered until the following have been accomplished:

a. Completion of Project closeout requirements

b. Completion of items specified for completion after Substantial Completion

c. Assurance that unsettled claims will be settled

d. Assurance that Work not complete and accepted will be completed without undue delay

e. Transmittal of required Project construction records to Owner

f. Proof that taxes, fees and similar obligations have been paid

g. Removal of temporary facilities and services

h. Removal of surplus materials, rubbish and similar elements

1.6 PROCEDURES FOR THE CONSTRUCTION PROGRESS SCHEDULE

A. Coordination: coordinate preparation and updates of Contractor’s Construction Schedule with the preparation of Schedule of Values.

1. Correlate line items in the Construction Schedule with required project tasks, including the following:

a. Mobilization/demobilization

b. Permits and regulatory requirements

c. Submittals

d. Equipment

e. O&M Manuals

f. Work breakdown of major project work

g. Major subcontractors work

h. Startup and commissioning

i. Training

j. Substantial completion

k. Final completion

l. Milestones and operational shutdown requirements

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B. Utilize the Critical Path Method (CPM) type construction schedule to establish preliminary progress schedule and track Work progress

1. After acceptance by Engineer of preliminary Progress Schedule submitted per requirements of General Conditions, set preliminary Progress Schedule as the

Construction Baseline Schedule

2. Update and submit the construction progress schedule on a monthly basis with the pay application

a. Monthly submittal should indicate progress of tasks, changes to baseline schedule logic, work additions such as change orders, milestone and contract date changes

b. Submit two (2) color print copies, 11” x 17” size, and one pdf copy

c. Upon request provide copy of project schedule CPM data file

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SECTION 01340

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submission of all shop drawings and product data as required by the Contract Documents for all equipment and materials to be furnished under this contract unless specifically indicated otherwise

1.2 RELATED SECTIONS

A. Section 01600 – Materials and Equipment

B. Section 01730 – Operations and Maintenance Data

C. Specification Divisions 2 thru 16

1.3 SUBMITTALS

A. Definitions

1. Technical submittals: Shop drawings, product data and samples prepared by

Contractor, subcontractors, suppliers, or manufacturers

a. Shall be submitted by the Contractor to Engineer for approval for the use of

Equipment and Materials to complete the Work or as needed to describe the following:

i) Operation and maintenance

ii) Technical properties

iii) Installation

b. Shop drawings: Custom prepared data for the Project and Work including performance and capacity curves, diagrams, bills of material, instructions, and other information

c. Product data: Non-custom prepared printed information for the Project and Work on materials and products

d. Samples: Fabricated and non-fabricated tangible samples of products and material

i) Used for visual inspection and testing and analysis

2. Informational submittals: Reports, administrative informational submittals, certification and guarantees not including and defined as shop drawings, samples and product data

a. Reports: Include laboratory reports and tests, technical procedures and records and design analysis

b. Administrative informational submittals: Submittals necessary for administrative records such as construction photographs, work records, schedules, standards, record project data, safety data, and similar information submittals

c. Certification: Includes manufacturer or supplier certificates and guarantees

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B. General Requirements

1. Quality

a. Shall be of suitable quality for legibility and reproduction purposes

b. Shall be useable for reproduction yielding legible hard copy

c. Submittals not conforming to specified requirements herein and as specified in

Divisions 2 through 16 shall be subject to rejection by Engineer and upon

Engineer request, Contractor shall resubmit documents that are in conformance

2. Dimensions

a. English units shall be provided on submittals

b. Metric units are acceptable in addition to English units

c. English units shall govern

3. Form of submittals

a. Submittals shall be transmitted in electronic format as specified herein

b. Scanned submittals are acceptable

c. Electronic project documents and submittals shall be transmitted in the following format:

i) Native electronic format, nonproprietary

ii) Adobe PDF produced from native electronic format

d. Filename:

i) Shall be consistent for the initial and any subsequent submission revisions for a single submittal

ii) Contractor shall use a consistent naming convention for all submittals

a) Use number of original submittal followed directly by a capital letter corresponding to the number of times a submittal is resubmitted (i.e., #001, #001A, #001B, etc.)

4. Non-conforming submittals shall be subject to rejection by Owner and/or Engineer

5. Submittal completion requirements

a. Submittals shall include design criteria, dimensions, construction materials and all other information specified for a complete submittal to facilitate Engineer review of the submittal information adequately

b. In the event various drawings are included a submittal for a class of Equipment, Contractor shall annotate clearly which parts apply to furnished Equipment

i) Information not pertaining to the submittal shall be clearly annotated.

Highlighting of such information will cause rejection of the submittal by the

Engineer

c. Contract Drawings

i) Copies or portions thereof will not be allowed as acceptable fabrication or erection drawings

ii) In the event Contract Drawings are used by the Engineer for erection drawings to annotate information on erection or identify reference details, Engineer title block and professional seal shall be removed and replaced with the

Contractor’s title block on the Contract Drawing(s). Contractor shall revise such erection drawings for subsequent revisions by the Engineer to Contract

Drawings

C. Preparation

1. Shop Drawings

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a. Drawings shall be presented in a clear and thorough manner:

b. Identify details by reference to sheet and detail, schedule or room numbers shown on Contract Drawings

c. Identify equipment by reference to equipment name and tag number shown on

Contract Drawings

d. Scale and Measurements: Make drawings accurate to a scale with sufficient detail to show the kind, size, arrangement and function of component materials and devices

e. Minimum sheet size: 8.5" by 11"

f. Fabrication drawing size: 11" by 17" or 24" by 36"

2. Product Data

a. Clearly mark each copy to identify pertinent products or models submitted for review

b. Identify equipment by reference to equipment name and P&ID number

c. Catalog cut sheets: Cross-out or hatch irrelevant data

D. Technical Submittals: Shop Drawings and Product Data Submittal Requirements

1. Shop Drawings and Product Data shall include the following, at a minimum:

a. Specifications of manufacturer(s)

b. Equipment parts and catalogs

c. Bills of materials, material lists, and schedules

d. Shop erection and fabrication drawings

e. Drawings shall include equipment dimensions, weights, installation location requirements, plates required, main components, support details, anchor bolt details/sizes/locations, support base sizes, baseplate sizes, spacing and clearance requirements for installation, erection, operation and maintenance disassembly

f. Electrical requirements:

i) Shall include schematic diagrams including one-line diagrams, terminal block numbers, internal wiring diagrams, external connections, controls, and any other information as requested in individual specification sections

g. List of spare parts

h. Instruction and Operation and Maintenance (O&M) manuals

i) As specified herein and in Specification Section 01730

i. Manufacturer’s performance testing of equipment

j. Concrete mix design data and information

k. Performance characteristics and capacities

l. External connections, anchorages, and supports required

m. Other drawings, parts, catalogs, specifications, samples, or data necessary for the

Engineer to determine conformance with Contract Documents

2. Samples – Office samples shall be of sufficient size and quantity to clearly illustrate:

a. Functional characteristics of the product, with integrally related parts and attachment devices

b. Full range of color, texture and pattern

c. Comply with requirements identified in individual specification sections

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E. Construction Schedule: Designate in the construction schedule, or in a separate coordinated shop drawing schedule, the dates for submission and the dates that reviewed

Shop Drawings and Product Data will be needed, if accelerated review is requested

F. Field samples and Mock-ups:

1. Contractor shall erect, at the Project Site, at a location acceptable to the Engineer and

Owner

2. Size or area: as specified in the respective specification section

3. Fabricate each sample and mock-up complete and finished

4. Remove mock-ups at conclusion of Work or when acceptable to Engineer

1.4 CONTRACTOR RESPONSIBILITIES

A. Review shop drawings and product data prior to submission for accuracy and completeness of each submission

B. Approve and stamp each submission before submitting to Engineer

C. Determine and verify:

1. Field measurements

2. Field construction criteria

3. Catalog numbers and similar data

4. Conformance with specifications and identification of all deviations

5. Confirm assignment of unit responsibility

D. Prior to each submission, carefully review and coordinate all aspects of each item being submitted

E. Verify that each item and the corresponding submittal conform in all respects with specified requirements of the Work and of the Contract Documents with respect to means, methods, techniques, sequences, and operations of construction, and safety precautions and programs incidental thereto

F. Make submissions promptly in accordance with Construction Schedule, and in such sequence as to cause no delay in the Work or in the work of any other Contractor

G. Limit requirement for accelerated submittal review by Engineer to no more than 10% percent of total number of submittals

1. Accelerated submittal review period: less than 14 calendar days

H. Notify Engineer in writing, at time of submission, of any deviations in the submittals from Contract Document requirements:

1. Identify and tabulate all deviations in transmittal letter

2. Indicate essential details of all changes proposed, including modifications to other facilities that may be a result of the deviation

3. Include required piping and wiring diagrams

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1.5 SUBMISSION REQUIREMENTS

A. Make submissions far enough in advance of scheduled dates for installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmissions, and for placing orders and securing delivery

B. In scheduling, allow fourteen (14) calendar days for review by Engineer following receipt of…