cbsd – harding learning center demolition issued for bid · b. specifications entitled cbsd...

CBSD – Harding Learning Center Demolition

ISSUED FOR BID November 12, 2019 SAA Project No. 18.112.01

Project:

HARDING LEARNING CENTER DEMOLITION

755 S 7th Street

Coos Bay, OR 97420

Owner:

COOS BAY SCHOOL DISTRICT

1255 Hemlock Ave.

Coos Bay, OR 97420

Telephone: (541) 267-3104

Construction Manager:

INTEGRITY MANAGEMENT SOLUTIONS, INC

18525 VAN Horn Road

Alsea, Oregon 97324

Telephone: (541) 760-5885

Architect:

STEELE ASSOCIATES ARCHITECTS

686 NW York Drive, Suite 150

Bend, Oregon 97703

Telephone: (541) 382-9867

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Harding Learning CenterDemolition

Bid SetNovember 12, 2019

TABLE OF CONTENTS00 0110 - 1

SECTION 00 0110TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTSDIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0110 - Table of Contents00 0116 - Invitation to Bid00 0120 - Instructions to Bidders00 0300 - Bid Form and Rates00 2000 - Price and Payment Procedures - Textura00 8000.1 - Sample Purchase Order00 8000.2 - Sample Subcontract Agreement00 8000.3 - Sample Trade Damage Clause00 8000.4 - Textura Payment Overview

SPECIFICATIONSDIVISION 01 -- GENERAL REQUIREMENTS

01 1000 - Summary01 2200 - Unit Prices01 2663 - Change Order Procedures01 2900 - Application for Payment01 3000 - Administrative Requirements01 3100 - Project Coordination01 3119 - Meetings01 3130 - Statement of Compliance01 3200 - Schedules and Reports01 3233 - Photographs01 4510 - Safety01 5000 - Temporary Facilities and Controls01 5713 - Temporary Erosion and Sediment Control01 7419 - Construction Waste Management and Disposal

DIVISION 02 -- EXISTING CONDITIONS 02 4100 - Demolition02 6500 - Underground Storage Tank Removal

END OF SECTION



TABLE OF CONTENTS00 0110 - 2

SECTION 00 0116 00 0116-1

INVITATION TO BID

Harding Learning Center Permit Revie Set 00 0116-1

Demolition November 12, 2019

INVITATION TO BID

Harding Building Demolition

755 S. 7th Street

Coos Bay, OR 97420

-

BIDS DUE 2:00pm, February 12, 2020

BID SCOPE: ENTIRE PROJECT

Briefly, the scope work is as described in Construction Documents, which generally consists of;

Demolish existing Harding Learning Center Building, located at 755 S 7th Street, Coos Bay, OR 97420 in

its entirety, including foundation and other sub-surface structures; backfill existing basement.

Bid Submission, faxed and/or e-mailed bids will be received by Chambers Construction Co., Construction

Manager/General Contractor (CCB #114258), for Harding Building Demolition on February 12 until 2:00

p.m. local time at Chambers Construction Office, 3028 Judkins Rd #1, Eugene, Oregon, 97403, e-mail:

[email protected] Tel (541) 687-9445, Fax (541) 687-9451.

PRE-BID CONFERENCE: January 29th at 11:00 local time

Note: Abatement is currently underway and not the entire interior of the building will be available for

viewing.

The Owner is: Coos Bay School District, 1255 Hemlock, Coos Bay, OR 97420

Bidding Documents may be examined at the following plan center locations:

Eugene Builder's Exchange, 2460 W. 11th, Eugene, OR 97402

PH (541) 484-5331 FX (541) 484-5884

Daily Journal of Commerce, 921 SW Washington St., Ste 210, Portland, OR 97205

PH (503) 274-0624 FX (503) 274-2616

Douglas Plan Center, 3076 NE Diamond Lake Blvd, Roseburg, OR 97470

PH (541) 440-9030 FX (541) 440-8937

Contractor Plan Center, 5438 SE International Way, Milwaukie, OR 97222

PH (503) 650-0148 FX (503) 650-8273

Salem Contractor's Exchange, 2256 Judson Street SE, Salem, OR 97309

PH (503) 362-7957 FX (503) 362-1651

Premier Builders Exchange, PO Box 6731, Bend, OR 97708

PH (541) 389-0123

SECTION 00 0116 00 0116-2

INVITATION TO BID

Harding Learning Center Permit Review Set 00 0116-2


Medford Builders Exchange, 701 East Jackson Street, Medford, OR 97504

PH (541) 773-5327 FX (541) 773-7021

Willamette Valley Bid Center, 33862 SE Eastgate Circle, Corvallis, OR 97333

PH (541) 207-3290 FX (541) 207-3290

Bidding Documents may be examined at:

• Chambers Construction Office, 3028 Judkins Rd #1, Eugene, Oregon 97403.

PH (541) 687-9445 FX (541) 687-9451

• Chambers Website: https://planroom.chambersconstruction.com/

No bid for a construction contract will be received or considered unless the Bidder is registered with the

Construction Contractors Board or licensed by the State Landscape Contractors Board.

Bidders shall not discriminate in obtaining any required subcontractors.

Bidders shall not include the cost of furnishing performance and payment bond(s) in the bid price. Bidders

shall have the capacity to bond (100 percent performance and payment bonds) equal to the full value of

their bid. See bid form for bond cost rate to be added. CM/GC, at its option, may elect to add bond cost

for consideration and award process.

Bidders shall be qualified to perform the type and size of work bid. Chambers Construction may determine

that a bidder is unqualified based on bidders’ performance history, lack of experience with similar work,

financial concern, or other relevant criteria.

Chambers Construction reserves the right to (1) reject any or all Bids not in compliance with all bidding

procedures and requirements, (2) postpone award of the Contract for a period not to exceed forty-five

(45) days from the date of bid opening, (3) waive informalities in the Bids, and (4) select the Bid which

appears to be in the best interest of the Owner.

Direct technical questions to Steele Associates Architects, LLC, Darek Olson, 686 NW York Drive #150,

Bend, OR 97703 Ph (541) 508-7502 or e-mail at: [email protected]

Direct administrative questions to CM/GC, Chambers Construction, Tim Cabble, a (541) 687-9445, fax

(541) 687-9451, or e-mail at: [email protected]

Chambers Construction is an equal opportunity employer. All bidders shall not discriminate in obtaining

any required subcontractors. Chambers Construction is committed to taking affirmative action to

encourage and facilitate the participation of minority, women-owned, and emerging small business

enterprises (MWESB) and we encourage all Subcontractors and Suppliers to do the same.

END OF SECTION

SECTION 00 0120 00 0120 -1

INSTRUCTIONS AND PROVISIONS

Harding Learning Center Permit Review Set 00 0120 -1


INSTRUCTIONS TO BIDDERS & SPECIAL PROVISIONS


Coos Bay, OR

GENERAL

Chambers Construction invites your firm to submit a bid for providing all Supervision, Labor, Materials,

Equipment, Tools, and everything necessary to accomplish various portions of subcontract work and

supply of materials as required by the bid documents which are a part of the construction documents,

whether or not bound herewith, and by reference.

1. BID DOCUMENTS:

The following documents form a part of and are included in the Contract Documents:

A. Drawings entitled CBSD Harding Building Permit Submittal Set, dated November 12, 2019 as

prepared by Steele Associates Architects.

B. Specifications entitled CBSD Harding Learning Center Demolition Permit Review, dated

November 12, 2019 as prepared by Steele Associates Architects.

C. Owner Contract – available for review at Chambers office upon request.

D. Bid Instructions, Contract Requirements

a. Section 00 0116 – Invitation to Bid

b. Section 00 0120 – Instructions to Bidders

c. Section 00 0300 – Bid Form & Rates

d. Section 00 8001.1 – Sample Purchase Order

e. Section 00 8001.2 – Sample Subcontract

f. Section 00 8001.3 – Sample Trade Damage Clause

g. Section 00 8001.4 – Textura Overview

h. Subsection of Section 00 2000 – Price and Payment Procedures, Para; 1.1, B,1

2. BID FORM: All bids must be submitted on the 00 0300 Bid Form. Bidder may also submit, as a

supplement separate to the bid form, clarifications to bidder’s scope of work with the

stipulation that bidder acknowledges all terms, conditions and bid instructions listed in this

Instructions to Bidders take precedence. Bidders are required to submit Lump Sum bids on the

Work and if requested, any prescribed Alternates & Unit Prices.

3. BID DATE: Wednesday February 12th, 2020 until 2:00 PM.

Bid Submission: faxed and/or e-mailed bids will be received by Chambers Construction Co.,

General Contractor (CCB #114258), for Harding Building Demolition on Wednesday February

12th , 2020 until 2:00 PM local time at Chambers Construction Office, 3028 Judkins Rd #1,

Eugene, Oregon, 97403, e-mail: [email protected] Tel (541) 687-9445, Fax (541)

687-9451.

Delivery of Bids shall be conducted in accordance with 00 0116 Invitation to Bid. Bidders bear

the responsibility to ensure their Bid arrives prior to the Bid closing time. Label clearly on Bid

the Project Name.

SECTION 00 0120 00 0120 -2




4. PRE-BID CONFERENCE: January 29th at 11:00 local time

A. Note: Abatement is currently underway and not all of the entire interior of the

building will be available for viewing.

5. CONTRACT INFORMATION

The Subcontract Agreement will be awarded on a standard Chambers Construction Subcontract

Agreement form for any work requiring labor at the jobsite. Purchase Orders will be awarded on

a standard Chambers Construction Purchase Order Agreement form only for the supply of

materials. Copies of these forms are included in the Project Manual. Any proposed modifications

are to be included with the bid. Chambers Construction may reject any bid that includes

unacceptable modifications to the Subcontract Agreement.

6 REQUEST FOR CLARIFICATION & DISCREPANCIES

Regarding Technical Questions - Should a bidder have a Request for Clarification or find

discrepancies, ambiguities, or omissions in the bid documents relating to technical requirements,

or should a bidder be in doubt as to their meaning, bidder should direct technical questions to

Steele Associates Architects, LLC, Darek Olson, 686 NW York Drive #150, Bend, OR 97703 Ph (541)

508-7502 or e-mail at: [email protected]

Regarding Administrative Questions - Should a bidder have a Request for Clarification or find

discrepancies, ambiguities, or omissions in the request for bid package relating to administrative

requirements, or should a bidder be in doubt as to their meaning, bidder should contact the

CM/GC: Chambers Construction, attn.: Tim Cabble, at (541) 687-9445, fax (541) 687-9451 or e-

mail at: [email protected]

Under no circumstances shall the Owner be contacted by any bidder.

7 Bidding Documents may be examined at the following plan center locations:

Eugene Builder's Exchange, 2460 W. 11th, Eugene, OR 97402

PH (541) 484-5331 FX (541) 484-5884

Daily Journal of Commerce, 921 SW Washington St., Ste 210, Portland, OR 97205

PH (503) 274-0624 FX (503) 274-2616

Douglas Plan Center, 3076 NE Diamond Lake Blvd, Roseburg, OR 97470

PH (541) 440-9030 FX (541) 440-8937

Contractor Plan Center, 5438 SE International Way, Milwaukie, OR 97222

PH (503) 650-0148 FX (503) 650-8273

Salem Contractor's Exchange, 2256 Judson Street SE, Salem, OR 97309

PH (503) 362-7957 FX (503) 362-1651

Premier Builders Exchange, , PO Box 6731, Bend, OR 97708

PH (541) 389-0123

SECTION 00 0120 00 0120 -3




Medford Builders Exchange, 701 East Jackson Street, Medford, OR 97504

PH (541) 773-5327 FX (541) 773-7021

Willamette Valley Bid Center, 33862 SE Eastgate Circle, Corvallis, OR 97333

PH (541) 207-3290 FX (541) 207-3290

Bidding Documents may also be examined at:

Chambers Construction Office, 3028 Judkins Rd #1, Eugene, Oregon 97403.

PH (541) 687-9445 FX (541) 687-9451

Chambers Website: https://planroom.chambersconstruction.com/

8 CONTACT FOR INFORMATION:

Tim Cabble

Chambers Construction Co.

3028 Judkins Road

Eugene, OR 97403

Telephone: (541) 868-8556

Fax: (541) 687-9451

E-mail: [email protected]

9 OWNER / CMGC CONTRACT INFORMATION: All contract documents including the contract

between Chambers Construction and Coos Bay School District is available for review at

Chambers Construction Main Office. The Subcontractor agrees to be bound to Contractor by

the terms of the contract documents. All reference to and requirements of “Contractor” in the

contract documents pertain to subcontractor as well.

10 INCOMPLETE PLANS: If the work in the documents defined is not complete or does not provide

a fully functional system, include the cost for providing a complete and fully functional system.

Bidder acknowledges they are providing a complete functional system which meets all

installation code requirements under their base bid. Where no specific details are shown,

Subcontractor shall include construction costs to conform to similar work as detailed elsewhere

on the project.

11 DOCUMENT CONFLICTS: Subcontractor shall include cost to cover the most expensive

construction method where conflicts occur in the documents.

12 COMPLETE DOCUMENT USE: Subcontractors shall base their bid, and if subsequently awarded a

contract, on a complete set of contracts documents. A bid may be subject to rejection if noted

to have been based on partial information. All subcontractors that receive a subsequently

awarded contract shall construct the work utilizing complete sets of contract documents.

13 Not required.

14 ADDENDA: Addenda will be posted to plan centers listed above. Bidders shall acknowledge

SECTION 00 0120 00 0120 -4




receipt of any addenda prior to submitting a bid by identifying the addenda number in the space

provided on the bid form. The last date for any addenda to be issued is anticipated to be

February 5th 2020.

Only those clarifications issued as Addenda by Steele Associates Architects, LLC or as

Amendments by Chambers Construction, in writing shall be valid and become part of the

Contract Documents.

15 SUBSTITUTIONS: Substitution requests must be received by Steele Associates Architects, LLC for

design team review no later than noon on February 3rd, 2020 and be submitted in accordance

with specification sections 01 60 00 of the Specifications.

16 BIDDER CLARIFICATIONS / EXCLUSIONS: In the event the Bidder excludes or clarifies an item of

work that was included as part of their scope of work described in the Specifications (including

Sections 00 and 01) or any other bidding document, the Bidder agrees to accept Chambers

Construction’s evaluation of the cost of the missing or clarified item for the purpose of

comparing bids.

17 VALUE ENGINNERING: Bidders are encouraged to offer deductive alternate value engineering

ideas indicated separately from the base bid. Contract award will not be affected by separate

voluntary VE pricing.

18 ACCEPTANCE OF BID (AWARD): It is the intent of the Contractor to award a subcontract to the

qualified Bidder which will, in conjunction with other procurements, result in the lowest total

cost to the Owner. The CM/GC shall have the right to waive informalities or irregularities in a Bid

received and to accept the Bid which, in the CM/GC’s judgment is in the Owner’s best interest.

The CM/GC and Owner shall have the right to accept Prescribed Alternates in any order or

combination, unless otherwise specifically provided in the Bidding Documents, and to determine

the lowest total cost to the Owner on the basis of the sum of the Base Bid and any or all

Prescribed Alternates accepted.

Chambers Construction may negotiate bid price adjustments with the apparent low bidder,

including changes in the contract documents, to bring the bid within available funding.

19 DRUG & ALCOHOL POLICY: In an effort to provide a safe and healthy workplace Chambers

Construction has the following policies in force for their employees, Bidders shall have an

established a drug and alcohol testing program for their employees:

.1 A written employee drug-testing program,

.2 Required drug testing for all new Subject Employees, or alternatively, requiring testing of

Subject Employees every six months on a random selection basis,

.3 Required testing of a Subject Employee when the Contractor has reasonable cause to

believe the Subject Employee is under the influence of drugs, and

.4 Required testing of a Subject Employee when the Subject Employee is involved in: (I) an

SECTION 00 0120 00 0120 -5




incident causing an injury requiring treatment by a physician, or (ii) an incident resulting in

damage to property or equipment.

20 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE: The subcontractor shall secure and

maintain such public liability and property damage insurance as will protect the CM/GC and

Owner from any and all claims from damage or personal injury including death, which may arise

from operations under this Contract or in connection therewith, including all operations of sub-

tier subcontractors. Such insurance shall provide coverage for not less than the following as

allowed by the CM/GC:

Employers Liability Insurance: Minimum limits of $1,500,000 each incident, $1,500,000 policy

limit, and $1,500,000 per each employee.

Commercial Liability Insurance: Minimum limits of $2,000,000 for each occurrence and

$2,000,000 in the aggregate for all claims arising from a single

occurrence, on a per project basis.

Automobile Liability: Minimum limits of $2,000,000.

Limits of insurance as required above may be satisfied by a single policy or in combination with

an excess liability or umbrella policy

Chambers Construction and Coos Bay School District must be named as additional insured on

the Certificate of Liability Insurance.

21 WORKERS COMPENSATION INSURANCE: Statutory Oregon Coverage must be provided.

Insurance shall be issued by company or companies acceptable to CM/GC on forms acceptable

to CM/GC.

22 CERTIFIED PAYROLL: Required.

23 EQUAL OPPORTUNITY: The CM/GC and the CM/GC’s subcontractors shall not discriminate

against any employee or applicant for employment because of race, color, religion, sex or

national origin. The CM/GC will take affirmative action to ensure that applicants are employed,

and that employees are treated equally during employment, without regard to their race, color,

religion, sex or national origin. Such action shall include, but not limited to, the following:

Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or

termination; rates of pay or other forms of compensation; and selection for training, including

apprenticeship.

24 JOBSITE CONDITIONS: Subcontractors who submit a bid shall certify that they have visited the

jobsite and are completely familiar with the existing conditions, concurrently scheduled

construction, access, staging and site limitations, and have made allowances for those

conditions in their bid.

25 LABOR RATES: Prevailing Rate of Wage – Oregon Boli or DOL Davis Bacon Act rate of pay is

SECTION 00 0120 00 0120 -6




required on this project.

26 COORDINATION OF THE WORK: Subcontractor will be responsible for coordinating their work

with that of other trades. All field coordination requiring communications with representatives

of other trades shall be through Chambers Construction. There will be a Mandatory

Subcontractor Coordination meeting held weekly at the job site: Monday at 10:00 a.m. Each

Subcontractor shall designate a qualified representative to attend.

27 SCHEDULE: Chambers Construction reserves the right to update the schedule based on project

conditions, actual performance of the work and schedule information received from

Subcontractors. Subcontractor shall provide submittals required by the contract documents in a

timely manner such that materials and equipment will be delivered to the jobsite to meet the

project schedule. Project to begin March 9th, 2020 and be 100% complete by April 3rd, 2020.

28 WARRANTIES AND GUARANTIES: Subcontractor shall fully warrant all work, at a minimum, for

at least one (1) full year from Substantial Completion of the Project regardless of manufacturers’

or subcontractor/installers’ warranties. Individual specification sections may require longer

warranty periods. Refer to specific specification sections for more detailed information.

29 LAYOUT: Subcontractor shall provide their own engineering layout as required for subcontract

work.

30 HOISTING: Subcontractor shall provide their own off-loading, hoisting and rigging as required.

31 SCAFFOLDING, LIFTS: Subcontractor shall provide their own scaffolding, work platforms, boom

lifts, etc. as required to complete the contracted scope of work within the confines of the

building and site.

32 CLEAN UP/DEBRIS REMOVAL: Subcontractor shall include all cleanup costs, waste sorting costs,

and deposit of wastes and recycling in CM/GC supplied dumpsters for materials associated with

subcontractor’s scope of work (except Subcontractor performing the Selective Site Demolition

shall be responsible for their own hauling, dumpster, and all other costs related to debris

removal).

Subcontractor shall be responsible for their own operations and subsequent dust control and

daily clean up.

33 REPROGRAPHICS: Subcontractor shall be required to pay for the cost of reproduction for all

plans and specifications required by subcontractor for performance of the work. Subcontractor

shall bid and perform the work (if awarded a contract) from complete sets of plans and

specifications including posting any addendums within the construction documents.

SECTION 00 0120 00 0120 -7




34 WORK SEQUENCE: It is agreed that continuous operations are not anticipated, and work must

be sequenced to expedite work of other trades as directed by Chambers Construction.

35 All change proposals including material invoices and quotations must be itemized and provide

sufficient detail for analysis of fee and all costs for material, labor, payroll taxes, equipment, and

subcontractors. It is agreed that a not-to-exceed 10% maximum overhead and profit will be

added to the justified costs as detailed and substantiated in change analysis by the

subcontractor performing the actual work. Subcontractors of all higher tiers shall be permitted

5% maximum overhead and profit for changes. When both additions and credits are involved in

any one change, the allowance for overhead and profit shall be figured on the basis of the net

increase, if any. This markup shall be full and final compensation for home office overhead, field

overhead, profit, time extensions, extended general conditions, labor inefficiencies, any and all

costs associated with the change due to the effect of multiple changes. All sub-tier contractors

are required to provide the same documentation.

Non-Compensable Changes: Certain changes are considered part of the Work and are not

compensable to the Subcontractor, such as, but not limited to:

a) Subcontractor error or omission.

b) Omitted detail that is reasonably inferable as incidental to the work.

c) Omitted detail that is customarily performed in such work.

d) Work required to be performed by code even though not detailed on the drawings.

e) Interferences between the work of various subcontractors.

f) Quality of a component of the work not in keeping with the specifications.

g) Warranty repairs.

h) Mistakes in layout and/or measuring by Subcontractor.

36 DAILY REPORTS: Subcontractor shall provide, on a daily basis during on-site activities, a written

report identifying, at a minimum, the following information: Subcontractor’s crew size and

makeup, work performed, delays or disruptions, injuries or accidents, safety observations, and

tests performed. Subcontractors must use the Daily Construction Report included in Chambers

Construction Subcontract.

37 INSPECTIONS AND TESTING: Subcontractor shall coordinate and request all necessary

inspections and testing for their work with the Owner’s Testing Laboratory and any other

jurisdictional authorities related to their work.

38 PERMITS, LICENCES AND FEES: Owner shall pay only for the general Building Permit cost and

related plan check fees and systems development charges (SDC). Subcontractor shall obtain and

pay for all other permits, licenses, fees, required to perform their scope of work.

39 PARKING/STORAGE: Subcontractor parking area shall be an area designated by Chambers

Construction. Access to the construction site is limited and all deliveries and use of the existing

SECTION 00 0120 00 0120 -8




facilities shall be directed by Chambers Construction. Staging / laydown area is limited.

Subcontractors are strongly encouraged to schedule “just-in-time” deliveries.

40 Subcontractor and supplier invoicing shall be through Textura, an internet-based invoicing and

payment system. One-time fee paid by subcontractor/supplier are as follows:

• 0.22% of contract value

o Minimum - None

o Maximum - $3,750

o Sub-tier Subcontractors - $100

41 CLOUD BASED CONSTRUCTION MANAGEMENT SOFTWARE: Subcontractors and suppliers will be

required to use Procore software for all document management including but not limited to:

RFI’s, submittals, transmittals, schedule, meeting minutes, daily reports, phots, inspection

reports, plan revisions, specification revisions and other standard forms used by Chambers

Construction.

42 CORPORATE ACTIVITY TAX: All affected subcontractors and suppliers must include the cost of

the newly imposed Corporate Activity Tax in their bids. The Corporate Activity Tax (CAT) imposes

a 0.57% tax on all revenues of entities conducting business in Oregon whose annual gross

receipts exceed $1 million. The tax is based on when the revenues are earned, not on when the

contract was signed. It is assessed on all material suppliers, subcontractors and general

contractors. For example, your suppliers will bill you 0.57% on their materials, you will add your

labor to those materials and bill us with another 0.57% on the whole amount. We will take your

costs, add ours and bill the owner another 0.57% on all of it. Additional information on the CAT

tax is available at 503-945-8005 or email [email protected].

END OF SECTION

SECTION 00 0300 00 0300 -1

BID FORM AND RATES



Bid Closing Time/Date: 2:00pm, February 12th, 2020

BID FOR: Harding Building Demolition

Submitted by: ____________________________________________________|_____________________

(Company Name) CCB No.

BASE BID

The undersigned proposes to furnish all material, equipment, and labor required for the complete project, and to

perform all work in strict accordance with the Contract Documents for the lump sum prices indicated below.

Section No. DESCRIPTION BID AMOUNT_

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

___________ ___________________________________________________ $_____________

Total Base Bid $_____________

RATES

Labor Supervisory – Hourly Rate $

Labor Production – Hourly Rate $

Labor Common Labor – Hourly Rate $

Labor Shop Labor – Hourly Rate $

Labor Design Labor – Hourly Rate $

Labor (Other Describe) $

Labor (Other Describe) $

Per Diem Daily or hourly rate $

Mileage Rate per mile $

Mark-up Per Instructions to Bidders 10% / 5%

Bond Cost Percentage rate to be added to above values %

ATTACHMENTS

Bidder’s may include with bid form any attachments to the extent necessary to clarify Bidder’s scope of work.

SECTION 00 0300 00 0300 -2

BID FORM AND RATES



BID SECURITY

Not required.

STIPULATIONS

The undersigned acknowledges the liquidated damages provision indicated in Instructions To Bidders.

The undersigned agrees, if awarded the Contract, to execute and deliver to the CM/GC within ten (10) working days

after receiving contract forms, the Subcontract Agreement and satisfactory Performance and Payment Bond (if

requested) in an amount equal to 100 percent (100%) of the Contract Sum. If bonds are requested the bid value will

be increased based on the bond rate indicated above.

By submitting this Bid, the Bidder certifies that the Bidder:

a) has available the appropriate financial, material, equipment, facility and personnel resources and

expertise, or the ability to obtain the resources and expertise, necessary to meet all contractual

responsibilities;

b) has a satisfactory record of past performance;

c) has a satisfactory record of integrity;

d) is qualified legally to contract with the CM/GC; and

e) will promptly supply all necessary information in connection with any inquiry the CM/GC, Architect, or

Owner may make concerning the responsibility of the Bidder.

Prior to award of a Contract, the Bidder shall submit, if requested, appropriate documentation to allow the CM/GC to

determine whether or not the Bidder is responsible.

The undersigned has received addenda numbers _______ to ________ inclusive and has included their provisions in

the above Bid amounts.

The undersigned has visited the site to become familiar with conditions under which the Work is to be performed

and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents.

Signed By: ________________________________ Printed Name:________________________________

Telephone #: ______________________________ FAX #: _____________________________________

END OF SECTION

SECTION 00 800.1 00 8001.1 -1

SAMPLE PURCHASE ORDER

Harding Learning Center Permit Review Set 00 8001.1 -1


3028 Judkins Road, Suite 1, Eugene, OR 97403

Phone: (541) 687-9445 * FAX: (541) 687-9451

www.ChambersConstruction.com CCB#114258

PURCHASE ORDER

Job No. XXXX

PROJECT: DATE: XX, XX 2020


CODE #: 1001.001 LINE #: .1 F.O.B: Jobsite

SUPPLIER: SHIP TO: (Job site address)

T.B.D. Vendor Chambers Construction Co. MATERIALS TO BE SUPPLIED:

TOTAL: Zero Dollars and no/ 100

$0.00

DELIVERY DATE: Per project superintendent

BILLING INSTRUCTIONS:

Unless otherwise directed or authorized, in writing, by Contractor, all applications for payment and all supporting

documents (including but not limited to lien waivers, sworn statements, and the like) for Subcontractor and its

sub-subcontractors and suppliers, shall be in electronic format and shall be submitted to Contractor using the Textura

CPM payment management system. Subcontractor shall be responsible for the fees and costs owed associated with

Subcontractor's use of the Textura CPM payment management system. Subcontractor shall include a similar provision

in its sub-subcontracts and purchase orders. Fees to subcontractors are calculated as 0.18% of contract value, with

a minimum of $50 and a maximum fee of $2,500. Fees to Subcontractors'; sub-subcontractors and suppliers are a

fixed fee of $50 per sub-subcontractor or supplier contract. Fees will be deducted from the first Draw and reconciled

at the end of the project for change orders issued throughout the project. DO NOT CONFIRM a contract in Textura

unless it correlates with a subcontract you have received; fees are assessed on the first confirmed amount. If this is

new to your company, see enclosed "Subcontractor Pocket Guide" and "Textura Construction Payment Management

for Subcontractors and Material Suppliers" for further information. First time users on the Textura Payment

Management System need to contact Paula Manning at Chambers prior to their first draw. If you are already a Textura

user, you will receive an invitation to participate on this project via email once the project is let.

SECTION 00 800.1 00 8001.1 -2

SAMPLE PURCHASE ORDER



BY:

Controller

SECTION 00 8001.2 00 8001.2 -1

SAMPLE SUBCONTRACT AGREEMENT



3028 Judkins Road, Suite 1, Eugene, OR 97403

Phone: (541) 687-9445 * FAX: (541) 687-9451

www.ChambersConstruction.com CCB #114258

SUBCONTRACT AGREEMENT

Job No. XXXX

Harding Building

Demolition

BETWEEN: Chambers Construction Co.

3028 Judkins Rd., Ste 1

Eugene, Oregon 97403

(541) 687-9445

(541) 687-9451 (fax)

CCB No. 114258

("Contractor")

AND: T.B.D. SUBCONTRACTOR

Federal Taxpayer I.D. No.

State Taxpayer I.D. No.

CCB No.

("Subcontractor")

DATED: XX, XX 2020

SECTION 00 8001.2 00 8001.2 -2




RECITAL

Contractor has entered into a contract dated with , ("Owner") for the Harding Building Demolition, ("Project").

The parties desire that Subcontractor furnish a portion of the labor, materials, equipment, and services necessary

to complete the Project as described in this Subcontract.

AGREEMENT

For valuable consideration, the sufficiency of which is hereby acknowledged, the parties, intending to

be bound, agree as follows:

1. Definitions.

1.1 In addition to the definitions of Contractor, Subcontractor, Owner, and Project set forth in the recital

above, the terms below are defined as follows:

1.1.1 "Contract Documents" shall mean all documents governing the labor, materials, equipment,

and services to be furnished in connection with the construction of the Project and include, but are not limited

to: (a) this Subcontract; (b) the Contract; (c) any general, special, supplementary, and other conditions applicable to

the Contract for the Project; (d) any plans, specifications, and addenda issued in connection with the Project; (e)

any modification to any of the foregoing, whether issued before or after the execution of this Subcontract; and

(f) the documents listed on the attached Exhibit 1.1.1 (if any).

1.1.2 "The Work" shall mean that portion of the work described in the Contract Documents

which is to be performed by Subcontractor and is more specifically described as follows:

Provide all necessary materials, equipment, and labor to complete the work in

Specification Section(s):

This Subcontract includes “Exhibit 2.2”, Schedule of Values, to be completed and submitted within

ten (10) days of receipt of this Subcontract agreement as per Sub Paragraph 2.2.

This Subcontract includes “Exhibit 2.3”, Schedule of Participants, to be completed and submitted

within ten (10) days of receipt of this Subcontract agreement as per Sub Paragraph 2.3. The list is to

be updated monthly with each draw.

The requirements of “Exhibit 3.6” regarding trade damage are posted on site. Please review this

policy with your work force and lower tier subcontractors prior to beginning work on the project.

Unless otherwise directed or authorized, in writing, by Contractor, all applications for payment

and all supporting documents (including but not limited to lien waivers, sworn statements, and the like)

SECTION 00 8001.2 00 8001.2 -3




for Subcontractor and its sub-subcontractors and suppliers, shall be in electronic format and shall be

submitted to Contractor using the Textura CPM payment management system. Subcontractor shall be

responsible for the fees and costs owed associated with Subcontractor's use of the Textura CPM

payment management system. Subcontractor shall include a similar provision in its sub-subcontracts

and purchase orders. Fees to subcontractors are calculated as 0.18% of contract value, with a minimum

of $50 and a maximum fee of $2,500. Fees to Subcontractors' sub-subcontractors and suppliers are a fixed

fee of $50 per sub-subcontractor or supplier contract. Fees will be deducted from the first Draw and

reconciled at the end of the project for change orders issued throughout the project. DO NOT

CONFIRM a contract in Textura unless it correlates with a subcontract you have received; fees are

assessed on the first confirmed amount. If this is new to your company, see enclosed "Subcontractor

Pocket Guide" and "Textura Construction Payment Management for Subcontractors and Material

Suppliers" for further information. First time users on the Textura Payment Management System need

to contact Paula Manning at Chambers prior to their first draw. If you are already a Textura user,

you will receive an invitation to participate on this project via email once the project is let.

This Subcontract includes “Exhibit 6.2”, Subcontractor’s Daily Construction Report, to be

completed and turned in daily to the on site superintendent.

THIS WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING:

WORK THAT IS NOT A PART OF THIS SUBCONTRACT AGREEMENT CONSISTS OF:

2. Price.

2.1 The Price. The price is the sum of Zero Dollars and 00/100 in United States dollars. U.S.

$0.00, which is the full amount to be paid by Contractor to Subcontractor for performance of the Work subject

to additions and deletions as provided in this Subcontract. The price shall be paid as provided in Section 6 and

includes all taxes, licenses, fees, and other charges of any nature that may be imposed in connection with the

Work. Except to the extent the Contract Documents allow for the recovery of cost escalations from the Owner,

Subcontractor hereby acknowledges and assumes the risk of all increases in the cost for labor, materials and

equipment, whether or not such cost increases are foreseeable.

2.2 Schedule of Values. For the purpose of determining partial payments, Subcontractor shall submit

to Contractor, within ten (10) days of receipt of this Subcontract, a schedule of values (the “Schedule”)

allocating the Subcontract Price to the various parts of the Work on the attached “Exhibit 2.2”. Upon request

of Contractor, Subcontractor will provide evidence satisfactory to Contractor to support the Schedule.

Unless objected to by Contractor, the Schedule, as revised from time to time, shall be used as a basis for

reviewing Subcontractor's applications for payment.

2.3 Schedule of Participants. Subcontractor shall submit to Contractor an original schedule of all

persons or entities scheduled to furnish labor, materials, equipment, or services in connection with the Work

within ten (10) days of receipt of this Subcontract but in no event later than the start of work, on the attached

SECTION 00 8001.2 00 8001.2 -4




“Exhibit 2.3.” All lower tier subcontractors must be approved by Contractor prior to start of work.

Subcontractor will maintain true and correct copies of all contracts with such persons and entities, and

provide them to Contractor upon request. Contractor may contact any such person or entity to verify any fact

relating to the Work, the schedule, or payment, and all contracts with any such persons or entities must require

the disclosure of such information to Contractor. Each draw application submitted by Subcontractor shall include

an updated list of all persons or entities that performed work on the project during the billing period covered

by the draw.

3. Subcontractor's Duties.

3.1 Performance of the Work. Subcontractor shall furnish all supervision, labor, materials, equipment,

and services necessary for the performance of the Work.

3.2 Time for Performance. Subcontractor shall prosecute the Work in a prompt and diligent manner with

adequate manpower whenever such work, or any part of it, becomes available or at such other times as

Contractor may direct, and so as to promote the general and uninterrupted progress of the construction

of the Project. Subcontractor shall cooperate with related work and shall not interfere in any manner with the

work of Contractor or other subcontractors. If Subcontractor fails to initiate or complete any portion of the

Work by the time specified in the schedule, or if it becomes apparent to Contractor that the Work will not

be completed in a timely fashion, and if such failure is due in whole or in part to any fault of Subcontractor, then

Contractor may, in addition and without prejudice to any other remedies it may have pursuant to other portions

of this Subcontract or applicable law, require Subcontractor to increase or supplement the working force and

equipment and perform the Work on an overtime or multiple shift basis to such extent as to give reasonable

assurance of compliance with the schedule and the required quality of the Work. Any premium for such

overtime or additional shifts, the cost of employing additional workers and equipment, together with any

additional costs thereby incurred, shall be at Subcontractor's sole expense. Subcontractor shall furnish all

submittals required by the Contract Documents or requested by Contractor in a prompt and timely fashion so as to

expedite the progress of the Work.

Without limiting the foregoing, Subcontractor agrees the Work described in this Subcontract shall commence

on or about as per Project Schedule and/or Superintendent and will be completed not later than as per

Project Schedule and/or Superintendent. Subcontractor is required to meet the construction schedule deadline

for Owner to take possession of the Project for its intended purpose. Subcontractor shall use all lawful

means necessary to have sufficient labor, materials, and equipment on site when needed to complete the

Work in accordance with the construction schedule. Subcontractor shall have a qualified foreman onsite to

schedule and coordinate the Work with the work of other integral subcontractors. Subcontractor will not change

foreman without the prior written consent of Contractor.

3.3 Standard of Performance. Subcontractor shall perform the Work under the general direction and

supervision of Contractor and shall comply with instructions given by Contractor. Subcontractor shall

perform the Work in a good and workmanlike manner, consistent with the highest standards of the industry, and

in strict accordance with the Contract Documents and all building codes and state, federal, and local laws,

ordinances, rules, regulations, and orders applicable to the Work. If there is any discrepancy between the

SECTION 00 8001.2 00 8001.2 -5




plans or the specifications, or both, and any governmental laws or regulations, then those which are more

stringent shall govern. Regardless of the provisions of the Contract Documents, Subcontractor is obligated

to be familiar with all governmental laws or regulations pertaining to the Work. Subcontractor agrees that

should any change be required by any governmental authority, such change shall be made by Subcontractor

without any increase in the price, if such change could have reasonably been anticipated. If the Contract

Documents provide for any performance contrary to applicable laws or regulations, Subcontractor shall notify

Contractor, in writing, so that the Contract Documents may be corrected. Subcontractor shall not perform

any such Work until the corrected Contract Documents have been approved in writing by Contractor.

Subcontractor shall immediately remove from the Project any person, material, or equipment determined by

Contractor to be inadequate or inappropriate for performance of the Work.

SECTION 00 8001.2 00 8001.2 -6




3.4 Acceptance of Prior Activities. If any portion of the Work depends upon prior performance of any

other activities of Contractor, other subcontractors, Owner, or any other person or entity involved in the

construction of the Project, then commencement of such portion of the Work by Subcontractor shall be

deemed an acceptance of the adequacy and completeness of such other activities.

3.5 Cooperation. Subcontractor shall cooperate with Contractor in scheduling and performing the

Work to avoid delay in or interference with the activities of Contractor, Subcontractor, other subcontractors,

Owner, or other persons or entities involved in construction of the Project. In the event of

any conflicts in the construction schedule, Subcontractor and Contractor or any other subcontractor,

Contractor shall decide which work shall have precedence and the decision of Contractor shall be final.

3.6 Protection of Project. Subcontractor shall fully protect all portions of the Work, including

all materials and equipment to be furnished in connection with the Work, until the Work is fully completed

and accepted by Contractor and Owner. Until that final acceptance, all risk of loss with respect to the Work

shall remain with Subcontractor. Subcontractor will make good or replace, at no expense to Contractor or Owner,

any damage to the Work which occurs prior to that final acceptance. Subcontractor shall take necessary

precautions to protect the activities of Contractor, other subcontractors, Owner, and other persons and entities

involved in construction of the Project, from damages caused by performance of the Work or other operations

of Subcontractor.

3.7 Compliance with Laws. Subcontractor shall fully and timely comply with applicable federal, state,

and local laws, ordinances, rules, regulations, and orders affecting the Work or Subcontractor.

3.8 Safety. Safety is of paramount concern on the Project. Subcontractor shall have in full force and

effect a comprehensive safety program to prevent personal injuries and property damage. The program shall

include, but not be limited to, detailed and comprehensive education and training of all of Subcontractor's employees

as to applicable OSHA and other worker safety requirements to ensure the safe completion of the Work.

3.8.1 Subcontractor shall take all necessary safety precautions with respect to the performance

of the Work. Subcontractor shall properly train all workers to review the work area to ensure it is safe and

to remedy any unsafe conditions prior to commencing work in any area.

3.8.2 Subcontractor shall comply with all safety measures set forth in the Contract Documents

or initiated by Contractor or Owner, and shall strictly comply with all applicable laws, ordinances, rules,

regulations, and orders of public authorities for the safety of persons or property. Safety signs posted by

Contractor or Owner shall be followed by Subcontractor and its employees. Subcontractor shall immediately

notify Contractor if it notices that a safety sign has been removed. Subcontractor will be back charged $50

per person for each infraction of any safety requirement or any time the Contractor’s representative has to instruct

Subcontractor to correct an unsafe practice. Subcontractor is responsible for all fines issued to its employees,

or to anyone on site employed by Subcontractor or for Subcontractor’s benefit.

3.8.3 Subcontractor shall not commence work if any unsafe condition is present and will

SECTION 00 8001.2 00 8001.2 -7




immediately correct the condition. Subcontractor shall stop work immediately if an unsafe condition arises

and correct said condition before continuing work. If Subcontractor fails to so stop work or correct an unsafe

condition, Contractor may remedy the safety hazard which it has recognized and back charge Subcontractor at the

rate of $150 per man hour for labor plus any associated material and equipment costs.

3.9 Clean Up. At all times during the course of construction, Subcontractor shall perform the Work

in a manner that keeps the site and the surrounding area in a clean and orderly condition. Rubbish, waste

material, and surplus material shall be collected and removed daily, or as Contractor may require. Upon

completion of the Subcontract Work, Subcontractor shall remove from the site all temporary structures,

equipment, surplus materials, waste materials, and rubbish remaining from performance of the Work and clean

all surfaces, fixtures, equipment, etc., related to the Work. If Subcontractor fails to clean up as required,

Contractor may perform the Work and charge it back to Subcontractor at the rate of $100 per man hour for

labor plus the cost of any materials and equipment Contractor deems necessary or convenient for such clean up,

including an allocation of the cost of cleanup not identifiable to any source.

3.10 Accounting: Change in Conditions. Subcontractor will keep true and correct books and records

on a cash basis for the performance of the Work, and will maintain adequate reserves for all contingencies. If

required by Contractor, Subcontractor will submit to Contractor at such times as Contractor requires a

statement which accurately shows the application of all funds expended by Subcontractor to date in connection

with the Work and the source of those funds, as well as Subcontractor's best estimate of the funds needed

to complete the Work and the source of those funds . Subcontractor will promptly supply Contractor with any

financial statements or other information concerning its affairs as Contractor may reasonably request, and will

promptly notify Contractor of any material adverse change in its financial condition or in the physical condition of

the Work.

3.11 Progress Reports. Subcontractor shall furnish to Contractor, daily progress reports on the attached

Exhibit 6.2. Upon request of Contractor, Subcontractor shall furnish information on the status of materials and

equipment, including those in the course of preparation or manufacture.

3.12 Payments by Subcontractor. Except as otherwise provided in the Contract Documents, Subcontractor

shall immediately pay in full all payrolls, bills for material and equipment, and all other indebtedness connected

with portions of the Work that are covered by progress payments received from Contractor.

3.13 Purchase of Materials. No materials, equipment, or other articles of personal property purchased

by Subcontractor for incorporation into the Work shall be purchased or installed under any agreement where the

seller reserves or purports to reserve title or the right of removal or repossession, or the right to consider

those items personal property after their incorporation into the Project, unless authorized by Contractor in

writing.

3.14 Adequate Assurances. Upon request by Contractor, Subcontractor shall furnish to Contractor

such evidence as Contractor may require relating to Subcontractor's ability to fully perform the Work in the

manner and within the time specified herein.

3.15 Labor. Subcontractor shall comply with and be bound by any labor agreements executed by Contractor

SECTION 00 8001.2 00 8001.2 -8




or on Contractor’s behalf to the extent that the provisions of such agreements apply to subcontractors. Subcontractor

shall comply with all requirements of applicable law and the Contract Documents concerning equal employment

opportunity, nondiscrimination, and affirmative action in hiring policies.

3.16 Payment and Performance Bond. Upon Contractor's request, Subcontractor will obtain a

performance and labor and material payment bond in an amount equal to the Price, for the benefit of Contractor

and Owner, and in a form and with a surety acceptable to Contractor, covering the performance of Subcontractor

under the Contract Documents.

4. Insurance.

4.1 Subcontractor agrees to obtain and continuously maintain during the period this Subcontract

remains in force, and for 10 years thereafter, such insurance as is required by the Contract Documents and

is required by law in a form satisfactory to Contractor. Such insurance shall be provided by an insurer that

is acceptable to Contractor. Unless greater insurance coverage is required under the preceding sentence, Subcontractor

shall provide and maintain the minimum insurance coverage as follows:

4.1.1 Statutory workers' compensation insurance as required by law.

4.1.2 Employer's Liability Insurance with minimum limits of $1,500,000 each incident,

$1,500,000 policy limit, and $1,500,000 per each employee.

4.1.3 Commercial General Liability Insurance including bodily injury, property damage and personal

injury coverage, as provided by insurance policy form CG 00 01, or its equivalent, without modification, (any

modifications to said policy will be disclosed to Contractor) with minimum limits of

$2,000,000 for each occurrence and $2,000,000 in the aggregate for all claims arising from a single occurrence,

on a per project basis. The insurance policy shall name Contractor, its owners, directors, and officers, and Owner

as additional insureds. The additional insured coverage shall cover the ongoing and completed operations of

Subcontractor and shall apply on a primary and non-contributory basis.

4.1.4 Automobile liability insurance for all owned, nonowned, and hired vehicles with minimum limits

of $2,000,000 for bodily injury and property damage liability, as provided by insurance policy form CA00 01 or

its equivalent, without modification. (any modifications to said policy will be disclosed to Contractor). This

insurance policy shall name Contractor, its owners, directors, and officers, and Owner as additional insureds.

4.1.5 Certificates for the foregoing insurance shall be forwarded to Contractor upon execution of the

Subcontract. Each insurance certificate shall identify any endorsements or amendments to the general liability,

automobile, excess or umbrella liability policies outlined above and provide that the policy shall not be

cancelled or revoked, or materially changed without at least thirty (30) days' prior written notice to Contractor.

Subcontractor will provide a complete copy of forgoing insurance policies to Contractor upon request.

4.1.6 In no event shall Subcontractor's deductible on its commercial general liability insurance policy

or automobile liability insurance policy exceed the sum of $5,000 without the prior written consent of

Contractor, which consent may be withheld by Contractor in its sole discretion.

SECTION 00 8001.2 00 8001.2 -9




4.1.7 Subcontractor shall immediately notify Contractor if the available limit of Subcontractor's commercial

general liability insurance coverage is reduced to $1,500,000 or less or automobile liability insurance coverage is

reduced to $1,500,000 or less by virtue of paid claims or otherwise. In such event, Contractor may require

Subcontractor to purchase additional insurance. At Subcontractor's sole expense, Subcontractor shall immediately

notify Contractor of any or all policy addendum or endorsements that restrict or reduce the coverage required

under this section 4.

4.1.8 Limits of insurance as required above may be satisfied by a single primary policy or

in combination with an excess liability or umbrella policy.

SECTION 00 8001.2 00 8001.2 -10




4.2 Guaranty of Work. Subcontractor guarantees the Work to the same extent that Contractor is

obligated to guarantee its work under the Contract Documents, and shall promptly furnish any warranties

or guarantees required by the Contract Documents, in a form satisfactory to Contractor. If the Contract Documents

do not stipulate guaranty or warranty requirements, Subcontractor hereby guarantees the Work to be free

from any defects in material or workmanship, defects in designs which are the responsibility of Subcontractor or its

sub-subcontractors or suppliers, and deviations from the requirements of the Subcontract or the Contract

Documents for a period of one (1) year from the date of final completion of the Project. If such defects

or deviations are latent, i.e. not reasonably ascertainable prior to or within one

(1) year after completion and acceptance, then such guarantee shall apply to each such latent defect or deviation

that appears within ten (10) years after completion or acceptance of Work, or for the period for which Contractor

is obligated to Owner to correct said latent defect or deviation, whichever is longer.

4.2.1 Without in any way limiting paragraph 4.2 above, and in addition thereto, Subcontractor makes

the following guarantees with respect to the Work: All roofing, waterproofing, gravelstops, flashing,

counterflashing, glass, glazing, curtain or window wall, precast members, marble, granite, tile, storefronts, entrances,

piping and conduit, including Project site utilities, furnished, caulked or sealed by Subcontractor or any of its Sub-

subcontractors shall be maintained in a watertight and leakproof condition for two (2) years after the completion

and acceptance of the Work, or for such longer period as may be required by the Contract Documents.

4.2.2 The obligations of Subcontractor under paragraphs 4.2 and 4.2.1 above shall not be limited

to the correction of the defect or deviation, but shall extend to the removal and replacement of other work that

is necessary to gain access to the work to be corrected, the repair or replacement of any damage caused by

such defect or deviation, and all consequential damages suffered by Contractor or Owner as a result of said

defect or deviation or the failure of Subcontractor to promptly and properly correct same.

4.3 Obligation Under Contract Documents. Subcontractor assumes toward Contractor all obligations

and responsibilities that Contractor assumes toward Owner under the Contract Documents, to the extent those

obligations and responsibilities apply to the Work.

5. Contractor's Duties.

below.

5.1 Payment. Contractor shall make payments to Subcontractor in accordance with Section

SECTION 00 8001.2 00 8001.2 -11




5.2 Cooperation. Contractor shall cooperate with Subcontractor in scheduling and performing the

Work to avoid conflicts, delay in or interference with the Work.

5.3 Information. Contractor shall make available to Subcontractor information which affects the Work

and which becomes available to Contractor subsequent to execution of this Subcontract.

5.4 Scheduling. Contractor shall provide Subcontractor with copies of Contractor's construction schedule

and schedule of submittals, together with such additional scheduling details as will assist Subcontractor in

planning and performing the Work properly. Contractor shall notify Subcontractor of subsequent changes in the

construction and submittal schedules and additional scheduling details . Contractor shall notify Subcontractor

at least three (3) working days before Subcontractor is to commence the Work.

6. Payments to Subcontractor.

6.1 Application for Payment.

6.1.1 Contractor shall make progress payments and a final payment on the Price to Subcontractor based

upon applications for payment submitted by Subcontractor to Contractor, in such form as Contractor shall

reasonably prescribe.

6.1.2 The period covered by each application for payment shall be one (1) calendar month ending on

the date of the month specified by Contractor from time to time.

6.1.3 If an application for payment is received by Contractor by the 25th day of the month, Contractor

shall include that portion of the Work covered by the application in the current application for payment which

Contractor is entitled to submit to Owner or Owner's representatives. If an application for payment is received by

Contractor after that date, the portion of the Work covered by the application shall be included by Contractor

in the next application for payment submitted by Contractor to Owner or Owner's representatives.

6.1.4 Each application for payment shall be based upon the most recent schedule of values submitted

by Subcontractor in accordance with Section 2.2 and shall indicate the percentage of completion of each

portion of the Work at the end of the period covered by the application for payment.

6.2 Time for Payment. Contractor shall not be obligated to make payment to Subcontractor on an application

for payment until: (i) all conditions to payment have been fulfilled, and (ii) Contractor has received payment

from Owner for that portion of the Work included in Subcontractor's application for payment.

6.3 Amount of Progress Payments. The amount of each progress payment shall be the amount paid to

Contractor by Owner upon payment certificates on account of Subcontractor's work to the extent of Subcontractor's

interest therein less retainage of any other amounts to be deducted or withheld pursuant to the Contract

Documents.

6.4 Retainage. Retainage shall be the greater of percent (0%) or the percentage retainage withheld

by Owner from Contractor under the Contract Documents with respect to the Work. Retainage shall be withheld

by Contractor until the final payment conditions set forth in Section 6.7 have been fulfilled.

SECTION 00 8001.2 00 8001.2 -12




6.5 Progress Payment Conditions. Contractor is not required to make a progress payment to Subcontractor

until all of the following conditions are satisfied: the Work is proceeding diligently, in a proper, efficient, and

workmanlike manner, and in strict accordance with the Subcontract; Subcontractor submits evidence satisfactory

to Contractor that all payrolls, bills for materials and equipment, and all other indebtedness connected with

that portion of the Work covered by prior progress payments have been paid in full; Subcontractor has

delivered to Contractor executed lien releases, satisfactory to Contractor, with respect to all portions of the

Work covered by prior progress payments; Subcontractor has delivered to Contractor executed lien releases,

satisfactory to Contractor, with respect to all portions of the Work covered by pending applications for payment,

which lien releases may be conditioned upon payment; any surety has consented to payment; making the payment

does not cause the cost of completing the Work to exceed the unpaid balance of the Price; Subcontractor is not

in default under the Contract Documents; and Owner has paid Contractor for that portion of the Work

covered by Subcontractor's application for

payment.

6.6 Amount of Final Payment. The final payment shall equal the entire unpaid balance of the Price.

6.7 Final Payment Conditions. Contractor is not required to make final payment to Subcontractor until

all of the following conditions are satisfied: the Work is fully performed strictly in accordance with the

requirements of the Contract Documents, and has been accepted by Contractor and Owner; Subcontractor

submits evidence satisfactory to Contractor that all payrolls, bills for materials and equipment, and all other

indebtedness connected with the Work have been paid in full; Subcontractor has delivered to Contractor separate

executed lien releases, satisfactory to Contractor, with respect to all portions of the Work; any surety has

consented to the payment; Subcontractor is not in default under the Contract Documents; and Contractor has received

full payment from Owner with respect to the Work.

6.8 Waiver of Payment Conditions. Any waiver by Contractor of any condition of payment must be made

in writing. The making of a payment prior to fulfillment of one or more conditions shall not be construed as a

waiver of such conditions, and Contractor reserves the right to require their fulfillment prior to making any

subsequent payments.

6.9 Disbursement of Payments. Contractor, in its sole discretion, may disburse payments: directly to

Subcontractor; by joint check or directly to any other person or entity to whom Subcontractor is indebted

in connection with the Work; or by setting off amounts owing to Subcontractor against any amounts that are

or will become due from time to time to Contractor in connection with the Work, or otherwise. Payments

made directly to Subcontractor shall be used by Subcontractor first to pay all sums owing by Subcontractor in

connection with the Work. The right of Subcontractor to receive any payment from Contractor with respect to

any portion of the Work is conditioned upon Contractor's receipt of payment from Owner with respect to that

portion of the Work. Subcontractor assumes the risk of nonpayment by Owner to Contractor, regardless of the

cause for such nonpayment.

7. Changes in the Work.

7.1 Changes by Owner. Owner may make changes in the Work by issuing modification to the Contract

Documents. Upon receipt of such a modification issued subsequent to the execution of this Subcontract, Contractor

shall promptly notify Subcontractor of the modification. Unless otherwise directed by Contractor,

SECTION 00 8001.2 00 8001.2 -13




Subcontractor shall not thereafter order labor, materials, equipment or services which would be inconsistent

with the changes made by the modification.

7.2 Changes by Contractor. Subcontractor may be ordered in writing by Contractor without invalidating

this Subcontract, to make changes in the Work within the general scope of this Subcontract consisting of additions,

deletions or other revisions, including those required by modification to the Contract Documents issued

subsequent to the execution of this Subcontract. Subcontractor must submit final cost of change with appropriate

backup within fourteen (14) days of completion of the change.

7.3 Adjustments; Damages. Upon any change in the Work, or if Subcontractor's performance of the

Work is delayed or interfered with by acts of Contractor, other subcontractors, Owner, or any other person or

entity involved in the construction of the Project, then either party may submit to the other a written claim for

adjustment to the Price or the time for performance, or for damages. Such claim must be made not later than

fourteen (14) days after the date of occurrence or the claim is waived and time barred. However, Subcontractor shall

not be entitled to any increase in the Price or extension of the time for performances or to damages, as a

consequence of any changes, delays or interference, except to the extent that the Contract Documents entitle

Contractor to increases, extensions and damages, and then only to the extent of any increases, extensions or

damages that Contractor may, on behalf of Subcontractor, recover from Owner as a result of such changes,

delays or interferences. Specifically, but without limitation, Subcontractor waives any claim against Contractor for

increases, extensions or damages as a result of any changes, delays or interference, except to the extent the same is

allowed to Contractor by Owner.

7.4 Subcontractor Claims. Subcontractor shall make claims promptly to Contractor for adjustments

and damages resulting from changes, delays, interference or other causes in accordance with the Contract

Documents. A claim which will affect or become a part of a claim which Contractor is required to make

under the Contract Documents within a specified time period or in a specified manner shall be made in

sufficient time to permit Contractor to satisfy the requirements of the Contract Documents. Such claim shall

be received by Contractor not less than five (5) working days before the time when Contractor's claim must

be made. Failure of Subcontractor to make such a timely claim shall bind Subcontractor to the same consequences

as those to which Contractor is bound.

7.5 Continuation of Work. The fact that a claim for adjustment of the Price or the time for performance,

or for damages, has not been resolved shall not be grounds for Subcontractor discontinuing performance of the

Work. Upon direction from Contractor, Subcontractor shall proceed with the Work or any changed Work.

7.6 Avoidable Delays and Interference. Notwithstanding anything in this Subcontract to the contrary,

no claim shall be made by Subcontractor when Subcontractor, by the exercise of reasonable diligence and

judgment, could have anticipated and avoided the delay or interference.

8. Inspection.

Contractor, Owner and Owner's representatives shall have the right at any reasonable time to inspect

the Work and all other matters relating to the Work. Contractor, Owner and Owner's representatives will

also have the right to examine, copy, and audit the books, records, accounting data and other documents of

Subcontractor relating to the Work. If Contractor in good faith determines that any portion of the Work does

not conform to the Contract Documents, or otherwise departs from any of the requirements of this Subcontract,

SECTION 00 8001.2 00 8001.2 -14




Contractor may require Subcontractor to immediately correct the Work. In such event, Subcontractor will

correct the Work to Contractor's satisfaction. No such action by Contractor will affect Subcontractor's obligation

to complete the Work promptly in accordance with the Contract Documents. Neither Contractor, Owner, nor

Owner's representatives are under any duty to supervise or inspect the Work or examine any books and

records. Any inspection or examination by Contractor, Owner or Owner's representatives is for the sole purpose

of protecting and preserving the rights of Contractor, Owner and Owner's representatives. No default of

Subcontractor will be waived by any inspection. In no event will any inspection be a representation that there

has been or will be compliance with the Contract Documents or that the Work is free from defective

materials or workmanship.

9. Indemnification.

9.1 Indemnity. Subcontractor shall indemnify and hold harmless Owner and Contractor, and their respective

officers, directors, agents, employees, sureties and insurers ("Indemnitees") from any and all loss, damage,

liability, fines or expense, including attorney fees, arising out of or resulting from: performance of the Work,

specifically including but not limited to any defective workmanship or materials occurring in the performance of

the Work; any default by Subcontractor under the Subcontract; the violation of any environmental statute,

ordinance, rule or regulation arising out of or related to the Work or performance thereof; and the acts or

omissions of Subcontractor, its agents and employees, and any sub-subcontractor or other independent contractor

hired by Subcontractor. Provided, however, that Subcontractor shall not be required to indemnify Indemnitees

against liability for damage arising out of death or bodily injury to persons or damage to property to the

extent such death, injury or death is caused in whole or in part by the negligence of such Indemnitee.

9.2 Claims by Employees and Agents. In claims by an employee of Subcontractor, Subcontractor's sub-

subcontractors, anyone directly or indirectly employed by them, or anyone for whose acts they may be liable, the

indemnification obligation under this paragraph shall not be limited by a limitation on amount or type of

damages, compensation or benefits payable by or for Subcontractor or Subcontractor's sub-subcontractors under

workers' compensation acts, disability benefit acts or other employee benefit acts.

9.3 Defense. Upon demand by Contractor, Subcontractor will defend any action or proceeding brought

against Contractor to which Subcontractor's indemnity obligations apply, or Contractor may elect to conduct

its own defense at the expense of Subcontractor.

9.4 Survival. The provisions of this article will survive the termination of this Subcontract.

10. Default and Remedies.

10.1 Default by Subcontractor. Subcontractor will be in default under this Subcontract if: Subcontractor

fails to begin to correct any portion of the Work that does not conform with the Contract Documents within twenty-

four (24) hours after written notice from Contractor, Owner or Owner's representatives specifying the

nonconformity, or if Subcontractor thereafter fails to diligently complete the correction; Subcontractor fails to

comply with any other covenant contained in the Contract Documents and does not cure that failure within

the period of time, if any, that Contractor may elect at its discretion to grant in writing to Subcontractor to cure

that failure; in Contractor's good faith opinion, Subcontractor is delaying, interfering with or jeopardizing the

timely or satisfactory completion of the Project; construction of the Work is halted prior to completion for any

period of two (2) consecutive working days for any cause which is not beyond the reasonable control of

Subcontractor and its sub-subcontractors; performance of the Work is abandoned; at any time Contractor has

SECTION 00 8001.2 00 8001.2 -15




reasonable grounds for insecurity with respect to the performance by Subcontractor of its obligations under the

Contract Documents; Subcontractor repudiates the Contract Documents with respect to any performance not

yet due; or Subcontractor makes an assignment for the benefit of Subcontractor's creditors of all or any portion

of the assets of Subcontractor, proposes or consents to a composition with unsecured creditors of Subcontractor,

any interest of Subcontractor hereunder is levied upon by legal process or the enforcement of any debt of

Subcontractor, individually or jointly, or if Subcontractor becomes insolvent.

10.2 Default by Contractor. Contractor will be in default if Contractor fails to comply with any duty owed

to Subcontractor under this Subcontract and does not begin to cure that failure within five (5) working

days after written notice from Subcontractor specifying the noncompliance, or thereafter fails to diligently

correct that failure.

10.3 Contractor's Remedies. If Subcontractor is in default under this Subcontract, Contractor may exercise

any right or remedy it has under this Subcontract or any of the other Contract Documents, or otherwise available

at law or in equity or by statute, and all of Contractor's rights and remedies will be cumulative. Contractor's

remedies include, but are not limited to the following:

10.3.1 Contractor shall be entitled to recover from Subcontractor any and all damages arising out of

Subcontractor's default.

10.3.2 In addition to any other damages, Contractor shall have the right to recover from Subcontractor

any and all liquidated damages that may be assessed against Contractor which are attributable to or caused

by Subcontractor.

10.3.3 Contractor may elect to terminate this Subcontract and any and all interest and claim of

Subcontractor by virtue of the Contract Documents, and all interest of Subcontractor in the Work. Such termination

shall, at the election of Contractor, also terminate any sub-subcontracts by Subcontractor, whether or not

Contractor has theretofore consented to such sub-subcontract. If Contractor elects to terminate this Subcontract,

rights and obligations accruing under this Subcontract at or prior to the effective date of termination shall not

be affected.

10.3.4 Contractor may elect to complete construction of the Work as an agent for Subcontractor.

10.3.5 If Contractor elects to terminate this Subcontract, or elects to complete construction of the Work

as the agent for Subcontractor, Contractor shall have the right in its discretion to take any and all action

necessary in its judgment to complete construction of the Work, including but not limited to making changes

in the labor, materials, equipment and services furnished in connection with the Work, subject to Contractor's

right at any time to discontinue performance of the Work without liability. Contractor may take possession

of all materials, tools and equipment of Subcontractor at the site for the purpose of completing the Work. If

Contractor elects to complete the Work, it will not assume any liability to Subcontractor for completing the

Work or for the manner or quality of construction of the Work, and Subcontractor expressly waives any

such liability. Subcontractor irrevocably appoints Contractor as its attorney-in-fact, with full power of substitution,

to complete the Work in Subcontractor's name.

10.3.6 If Contractor elects to terminate this Subcontract and complete construction of the Work, then

in addition to any other damages, Contractor shall have the right to immediately recover from Subcontractor any

SECTION 00 8001.2 00 8001.2 -16




amount by which the cost of completing the Work (including a reasonable allowance for overhead and

profit) exceeds the unpaid balance of the Price.

10.3.7 If Contractor elects to complete the Work as agent for Subcontractor, then in addition to any

other damages, Contractor shall have the right to recover from Subcontractor the entire cost of completing the

Work (including a reasonable allowance for overhead and profit).

10.3.8 Contractor may deduct from any amounts due or to become due Subcontractor any sum or sums

owed by Subcontractor to Contractor.

SECTION 00 8001.2 00 8001.2 -17




10.3.9 Contractor shall have the benefit of all rights, remedies and redress against Subcontractor, which

Owner, under the Contract Documents, has against Contractor.

11. Suspension or Termination of Work.

11.1 Suspension by Owner. If Owner suspends the Project or any part of the Project, which includes

the Work, Contractor shall notify Subcontractor in writing and upon receipt of such notice Subcontractor shall

immediately suspend the Work. In the event of such Owner suspension, Contractor's liability to Subcontractor

is limited to the extent of Contractor's recovery on Subcontractor's behalf under the Contract Documents.

Contractor agrees to cooperate with Subcontractor, at Subcontractor's expense, in the prosecution of any

Subcontractor claim arising out of an Owner suspension. Contractor shall permit Subcontractor to prosecute said

claim, in the name of Contractor, for the use and benefit of Subcontractor or, at Contractor's sole discretion,

Contractor shall assign the claim to Subcontractor.

11.2 Termination by Owner. If Owner terminates the Project or any part of the Project, which includes

the Work, Contractor shall notify Subcontractor in writing and upon receipt of said notice, this Subcontract shall

also be terminated and Subcontractor shall immediately stop the Work. In the event of such Owner termination,

Contractor's liability to Subcontractor is limited to the extent of Contractor's recovery on Subcontractor's behalf

under the Contract Documents. Contractor agrees to cooperate with Subcontractor, at Subcontractor's expense, in

the prosecution of any Subcontractor claim arising out of Owner termination. Contractor shall permit

Subcontractor to prosecute said claim, in the name of Contractor, for the use and benefit of Subcontractor,

or, at Contractor's sole option, Contractor shall assign the claim to Subcontractor.

11.3 Termination for Convenience. Contractor may order Subcontractor in writing to suspend, delay

or interrupt all or any part of Subcontractor's Work for such period of time as may be determined to be

appropriate for the convenience of Contractor. In addition, Contractor has the right, at any time, to terminate

this Subcontract with or without cause. If this Subcontract is terminated for convenience, Subcontractor shall be

entitled to be paid a portion of the Price based on the reasonable value of the Work properly performed prior to

termination plus reasonable direct close out costs, less progress payments previously made, except that if there

is also a termination for convenience of the Contract, termination settlement shall be as provided in the Contract

Documents.

12. Arbitration.

12.1 Any controversy or claim between Contractor and Subcontractor arising out of or related to the Work,

shall be settled by arbitration, which shall be conducted in the same manner and under the same provisions as

provided in the Contract Documents with respect to claims between Owner and Contractor. If the Contract

Documents do not provide for arbitration or fail to specify the manner and procedure for arbitration, it shall be

conducted in accordance with the construction industry arbitration rules of the American Arbitration Association

currently in effect unless the parties mutually agree otherwise.

Assignment of Subcontract.

13.1 Assignment by Contractor. In the event of termination of the Contract by Owner, Contractor

may assign this Subcontract to Owner, subject to the provision of the Contract Documents and to the rights

of the surety, if any, obligated under bonds relating to the Contract.

SECTION 00 8001.2 00 8001.2 -18




13.2 Assignment by Subcontractor. This is a personal services contract, and Subcontractor acknowledges

that Contractor is relying on the skill and expertise of Subcontractor to perform the Work. Subcontractor shall not

assign all or any portion of its rights or obligations under the Contract Documents, or assign or subcontract

all or any portion of the Work, without the written consent of Contractor and Subcontractor’s Surety, when bonded.

If any portion of the Work is subcontracted, Subcontractor shall cause its subcontractor to assume and

fully comply with all obligations of Subcontractor under the Contract Documents. Lower-tier subcontractors are

subject to the provisions of this Subcontract, and Subcontractor shall insert in Subcontractor’s subcontracts all

provisions required or necessary to enable Subcontractor to comply with the terms hereof. Upon Subcontractor’s

default, Subcontractor assigns to Contractor all Subcontractors’ subcontracts, effective only upon Contractor’s

acceptance of the assignment via written notice to Subcontractor and Subcontractor’s subcontractors.

Contractor shall have no liability to any of Subcontractor’s subcontractors unless and until Contractor accepts the

assignment as provided above.

14. Subcontractor Representations and Warranties. As a material inducement to Contractor to enter

into this Subcontract, Subcontractor warrants and represents to Contractor that Subcontractor and all its

lower tier Subcontractors: are familiar with all requirements of the Subcontract and Contract Documents;

have investigated the Project and have satisfied themselves regarding the character of the Work and local

conditions that may affect them or the performance of the Work; are satisfied that the Work can be performed

and completed in conformance with the Subcontract; accepts all risk directly or indirectly connected with the

performance of this Subcontract; except as expressly provided in the Contract Documents, have not been

influenced by any statement or promise of Contractor, Owner or their representatives in entering into this Subcontract;

are financially solvent; are experienced and competent to perform this Subcontract; are qualified, licensed in

good standing and authorized to do business as a contractor in the state in which the Project is located; are

familiar with all general and special laws, ordinances and regulations that may affect the Work, its performance

or those persons employed by Subcontractor with respect thereto. Subcontractor further acknowledges that

Contractor is not an insurer or guarantor of the Project or any part thereof, of the performance by Owner

under the Contract Documents, or of the sufficiency of any of the Contract Documents (specifically including,

but not limited to, any plans, specifications, and drawings).

15. Miscellaneous.

15.1 Conflict in Terms. In the event of any conflict between the terms of this Subcontract and

the terms of the Contract Documents, the terms of this Subcontract shall govern.

15.2 Time of Essence. Time is of the essence of this Subcontract.

15.3 Notices. Any notice or other communication required or permitted to be given under the terms

of this Subcontract, or by law, shall be in writing and may be given by personal delivery, telephone facsimile, or

certified mail, directed to the parties at the addresses set forth in the caption above or such other address as

any party may designate in writing prior to the time of the giving of such notice, or in any other manner

authorized by law. Any notice or other communication shall be effective when actually received or if given

by certified mail, then forty-eight (48) hours after the deposit of such notice in the United States mail with

postage prepaid.

SECTION 00 8001.2 00 8001.2 -19




15.4 Binding Effect. All of the covenants, agreements, conditions and terms contained in this Subcontract

shall be binding upon, apply and inure to the benefit of the successors and assigns of the parties. However,

nothing in this paragraph shall be construed as modifying in any way any restrictions on assignment or

transfer provided in this Subcontract.

15.5 Waiver. Any waiver by Contractor must be in writing and will not be construed as a continuing

waiver. No waiver will be implied from any delay or failure by Contractor to take action on account of any

default of Subcontractor. Consent by Contractor to act or omission by Subcontractor will not be construed to

be a consent to any other or subsequent act or omission or to waive the requirement for Contractor's consent to be

obtained in any future or other instance.

15.6 Integration. This Subcontract constitutes a final and complete statement of the agreement between

the parties, and fully supersedes all prior agreements or negotiations, written or oral.

15.7 Legal Proceedings. In the event any legal or arbitration proceeding is commenced for the purpose

of declaring or enforcing any provision of this Subcontract, the prevailing party in such proceeding shall

be entitled to recover a reasonable attorney's fee in such proceeding, or any appeal thereof, to be set by the

court or arbitrator, in addition to the costs and disbursements allowed by law.

15.8 Applicable Law. The applicable law for the purpose of interpretation of this Subcontract, or the

enforcement of any rights or obligations hereunder, shall be the laws of the state in which the Project is

located.

15.9 Partial Invalidity. If any provision of this Subcontract is held to be invalid or unenforceable,

all other provisions shall nevertheless continue in full force and effect.

15.10 Captions. The captions are inserted only for convenience and are not part of this Subcontract

nor a limitation on the scope of the particular paragraph to which each refers.

15.11 Warranty of Authority. The person or persons executing and delivering this Subcontract on

behalf of Subcontractor represents and warrants that each of them is duly authorized to do so and that the

execution and delivery of this Subcontract is the lawful and voluntary act of Subcontractor.

15.12 No Third Parties Benefited. This Subcontract is made and entered into for the sole protection

and benefit of Contractor and Subcontractor and their successors and permitted assigns. No trust fund is

created by this Subcontract and no other person or entity will have any right of action under this Subcontract.

15.13 Authority to File Notices. Subcontractor irrevocably appoints Contractor as its attorney-in-fact,

with full power of substitution, to file for record, at Subcontractor's cost and expense and in Subcontractor's

name, any notices of completion, notices of cessation of labor, or any other notices that Contractor considers necessary

where Subcontractor’s failure to do so interferes with the work in any way.

15.14 Relationship of Parties. The relationship of Subcontractor to Contractor is that of an independent

contractor. Subcontractor shall not, for any purpose, be or be deemed to be a partner, joint venturer, agent or

servant of Contractor. Subcontractor shall not have authority to bind Contractor in any contractual obligation

SECTION 00 8001.2 00 8001.2 -20




or incur any liability for or on behalf of Contractor.

15.15 Waiver of Subrogation Rights. Each of the parties hereto hereby releases the other, and the

agents, employees and successors of such other party, from all claims, demands and liabilities arising from

acts or omissions of the other party which result in loss for which the party sustaining such loss is indemnified under

a policy or policies of insurance.

15.16 Amendments. This Subcontract may not be modified or amended except by written agreement

signed by the parties.

15.17 Additional Provisions. The attached Exhibit A (if any) contains additional provisions which

are incorporated into this Subcontract.

CONTRACTOR:

Chambers Construction Co.

SUBCONTRACTOR:

No Assigned Vendor

Printed Name:

Deborah K. Creager

Printed Name:

By:

Title: Controller

Date: T.B.D 2018

By:

Title:

Date:

SECTION 00 08001.3 00 8001.3 -1

SAMPLE TRADE DAMAGE CLAUSE



END OF SECTION

IMPORTANT NOTICE

REGARDING TRADE DAMAGE

THIS TRADE DAMAGE PROGRAM APPLIES TO ALL TRADES

ONSITE AND CONSISTS OF TWO STEPS WHICH ARE AS FOLOWS:

1. TRAINING:

a. Train and inform all craft workers on protecting installed work.

b. Train and inform all craft workers on the use of mobile

equipment in and around finished work.

c. Schedule installation of finish work as late as possible in the

construction process.

d. Cooperation and compliance can only benefit all companies

employed on the project.

2. CORRECTIVE ACTION:

a. Self report damaged work to the affected subcontractor.

b. Accept responsibility and work out the corrective action directly

with the affected subcontractor.

c. If damage is not worked out directly between the parties,

Chambers Construction will direct corrective action and assign

shared cost to ALL parties who have been working in the

affected area.

541-687-9445 CCB #114258

SECTION 00 08001.3 00 8001.3 -2

SAMPLE TRADE DAMAGE CLAUSE



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End of Section

SECTION 00 08001.4 00 8001.4 -1

TEXTURA PAYMENT OVERVIEW



SECTION 00 08001.4 00 8001.4 -2

TEXTURA PAYMENT OVERVIEW



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End of Section



SUMMARY01 1000 - 1

SECTION 01 1000SUMMARY

PART 1 GENERAL1.01 PROJECT

A. Project Name: Harding Learning CenterB. Owner's Name: Coos Bay School District.C. The Project consists of the demolition of the existing Harding Learing Center building.

1.02 CONTRACT DESCRIPTIONA. Contract Type: A single prime contract based on a Stipulated Price.

1.03 CONTRACTOR USE OF SITE AND PREMISESA. Construction Operations: Limited to areas noted on Drawings.

1. Locate and conduct construction activities in ways that will limit disturbance to site.B. Arrange use of site and premises to allow:

1. Work by Others.C. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code openduring construction period; provide temporary exit signs if exit routes are temporarilyaltered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION



SUMMARY01 1000 - 2

Harding Learning Center Demolition

Bid Set November 12, 2019

PRICE AND PAYMENT PROCEDURES

01 2000 - 1

SECTION 01 2000


PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Change procedures.

C. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

A. Section 00 7200 - General Conditions: Additional requirements for progress payments, final payment, changes in the Work.

B. Section 01 2200 - Unit Prices: Monetary values of unit prices; Payment and modification procedures relating to unit prices.

C. Section 01 7800 - Closeout Submittals: Project record documents.

1.03 SCHEDULE OF VALUES

A. Use Schedule of Values Form: AIA G703, edition stipulated in the Agreement.

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit draft to Owner's Representative and Architect for approval.

C. Forms filled out by hand will not be accepted.

D. Submit Schedule of Values in electronic format within 15 days after date of Owner-Contractor Agreement.

E. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization.

F. Revise schedule to list approved Change Orders, with each Application For Payment.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Use Form AIA G702 and Form AIA G703, edition stipulated in the Agreement. 1. Progress Payment Applications shall be made through Textura Construction Payment

Management, an Internet-based construction invoicing system. A One-time fee will be charged the Subcontractor/Supplier at the beginning of the project based on the following fee schedule: 0.22% of the contract value (maximum cost: $3,750).

C. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Owner's Representative and Architect for approval.

D. Forms filled out by hand will not be accepted.

E. Execute certification by signature of authorized officer.

F. Submit one electronic copy of each Application for Payment.

G. Include the following with the application: 1. Transmittal letter as specified for submittals in Section 01 3000. 2. Conditional release of liens from major subcontractors and vendors for current payment

period. 3. Unconditional release of liens from major subcontractors and vendors for previous

payment period. 4. See sample lien release form at end of this section.

H. When Owner's Representative and/or Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one electronic copy of data with cover letter for each submittal. Show application number and date, and line item by number an d description.




01 2000 - 2

1.05 MODIFICATION PROCEDURES

A. Submit name of the individual authorized to receive change documents and who will be responsible for informing others in Contractor's employ or subcontractors of changes to Contract Documents.

B. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Owner's Representative and Architect will issue instructions directly to Contractor.

C. For other required changes, Architect will issue a document signed by Owner's Representative instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. 1. The document will describe the required changes and will designate method of

determining any change in Contract Sum or Contract Time. 2. Promptly execute the change.

D. For changes for which advance pricing is desired, Owner's Representative and Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 10 days.

E. Contractor may propose a change by submitting a request for change to Owner's Representative and Architect, describing the proposed change and its full effect on the work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation. Document any requested substitutions in accordance with Section 01 6000.

F. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. 1. For change requested by Owner's Representative or Architect for work falling under a

fixed price contract, the amount will be based on Contractor's price quotation. 2. For change requested by Contractor, the amount will be based on the Contractor's request

for a Change Order as approved by Owner's Representative and Architect. 3. For pre-determined unit prices and quantities, the amount will based on the fixed unit

prices. 4. For change ordered by Architect or Owner's Representative without a quotation from

Contractor, the amount will be determined by Architect based on the Contractor's substantiation of costs as specified for Time and Material work.

G. Substantiation of Costs: Provide full information required for evaluation. 1. On request, provide the following data:

a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. c. Overhead and profit. d. Justification for any change in Contract Time. e. Credit for deletions from Contract, similarly documented.

2. Support each claim for additional costs with additional information: a. Origin and date of claim. b. Dates and times work was performed, and by whom. c. Time records and wage rates paid. d. Invoices and receipts for products, equipment, and subcontracts, similarly

documented. 3. For Time and Material work, submit itemized account and supporting data after completion

of change, within time limits indicated in the Conditions of the Contract.

H. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.




01 2000 - 3

I. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

J. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

1.06 APPLICATION FOR FINAL PAYMENT

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

B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 7000.

END OF SECTION




01 2000 - 4

L I E N R E L E A S E

FROM:

TO:

PROJECT: CBSD – Millicoma School

CONTRACT NO.

WORK PERFORMED:

CONDITIONAL RELEASE

The undersigned does hereby release all

mechanic's liens, stop notice, equitable lien and

labor and material bond rights against the above

described labor services, etc., purchased acquired

or furnished by or for us and used on above

premises up to and including

This release is for the benefit of, and may be relied

upon by, the owner, the prime contractor, the

construction lender, and the principal and surety on

any labor and material bond.

This release is CONDITIONAL, and shall be

effective only upon payment to the undersigned in

the sum of

$______________________________________________.

If the payment is by check, this release is effective

only when the check is paid by the bank upon

which it is drawn.

FIRM NAME:

By:

Date:

UNCONDITIONAL RELEASE

The undersigned does hereby acknowledge that the

undersigned has been paid and has received

progress payments in the sum of

$ _______________________________________________

for services, equipment or materials furnished to

the above referenced job and does hereby release

pro tanto any and all claims and rights of lien which

the undersigned has on the above referenced job.

This release covers payment for labor, services,

equipment, materials furnished and/or claims

through

Only and does not cover any retention or items

furnished after that date.

This release is UNCONDITIONAL and is for the

benefit of, and may be relied upon by the owner,

prime contractor, the construction lender and the

principal and surety on any labor and material bond

posted for the project.

FIRM NAME:

By: .

Date:

NOTARY - CORPORATE/PARTNERSHIP

STATE OF )

) ss.

COUNTY OF )

On this ______ day of __________________, 20____

before me, _____________________________, a Notary

Public in and for said State, personally appeared

_________________________________________ known

or identified to me to be the person whose name is

attached to the foregoing Release, and

acknowledged to me that (he/she) executed the

same.

IN WITNESS WHEREOF, I have hereunto placed

my official hand and seal the day and year in this

certificate first above written.

Notary Public for .

Residing at .

Commission Expires: .

NOTARY - INDIVIDUAL

STATE OF )

) ss.

COUNTY OF )

On this ______ day of __________________, 20____

before me, _____________________________, a Notary

Public in and for said State, personally appeared

_________________________________________ known

or identified to me to be the person whose name is

attached to the foregoing Release, and

acknowledged to me that (he/she) executed the

same.

IN WITNESS WHEREOF, I have hereunto placed

my official hand and seal the day and year in this

certificate first above written.

Notary Public for .

Residing at .

Commission Expires:

.



UNIT PRICES01 2200 - 1

SECTION 01 2200UNIT PRICES

PART 1 GENERAL1.01 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.B. Measurement and payment criteria applicable to Work performed under a unit price payment

method.1.02 RELATED REQUIREMENTS

A. Section 01 2000 - Price and Payment Procedures: Additional payment and modificationprocedures.

1.03 COSTS INCLUDEDA. Unit Prices included on the Bid Form shall include full compensation for all required labor,

products, tools, equipment, plant, transportation, services and incidentals; erection, applicationor installation of an item of the Work; overhead and profit.

1.04 UNIT QUANTITIES SPECIFIEDA. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and

measurements of actual Work will determine the payment amount.1.05 MEASUREMENT OF QUANTITIES

A. Measurement methods delineated in the individual specification sections complement thecriteria of this section. In the event of conflict, the requirements of the individual specificationsection govern.

B. Take all measurements and compute quantities. Measurements and quantities will be verifiedby Owner.

C. Assist by providing necessary equipment, workers, and survey personnel as required.D. Measurement Devices:

1. Weigh Scales: Inspected, tested and certified by the applicable state Weights andMeasures department within the past year.

2. Metering Devices: Inspected, tested and certified by the applicable state departmentwithin the past year.

E. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metalshapes will be measured by handbook weights. Welded assemblies will be measured byhandbook or scale weight.

F. Measurement by Volume: Measured by cubic dimension using mean length, width and heightor thickness.

G. Measurement by Area: Measured by square dimension using mean length and width or radius.H. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.I. Stipulated Price Measurement: Items measured by weight, volume, area, or linear means or

combination, as appropriate, as a completed item or unit of the Work.J. Perform surveys required to determine quantities, including control surveys to establish

measurement reference lines. Notify Architect prior to starting work.K. Contractor's Engineer Responsibilities: Sign surveyor's field notes or keep duplicate field notes,

calculate and certify quantities for payment purposes.1.06 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actualmeasurements and quantities of Work that is incorporated in or made necessary by the Workand accepted by the Architect, multiplied by the unit price.

B. Payment will not be made for any of the following:



UNIT PRICES01 2200 - 2

1. Products wasted or disposed of in a manner that is not acceptable to Owner, Architect ofAuthority Having Jurisdiction.

2. Products determined as unacceptable before or after placement.3. Products not completely unloaded from the transporting vehicle.4. Products placed beyond the lines and levels of the required Work.5. Products remaining on hand after completion of the Work.6. Loading, hauling, and disposing of rejected Products.

1.07 DEFECT ASSESSMENTA. Replace Work, or portions of the Work, not complying with specified requirements.B. If, in the opinion of Owner, it is not practical to remove and replace the Work, Owner will direct

one of the following remedies:1. The defective Work may remain, but the unit price will be adjusted to a new unit price at

the discretion of Owner.2. The defective Work will be partially repaired to the instructions of the Owner, and the unit

price will be adjusted to a new unit price at the discretion of Owner.C. The individual specification sections may modify these options or may identify a specific formula

or percentage price reduction.D. The authority of Owner to assess the defect and identify payment adjustment is final.

1.08 SCHEDULE OF UNIT PRICESA. Unit Price 1: Removal of unsatisfactory soil and replacement with satisfactory soil material.

1. Description: Unsatisfactory soil excavation and disposal. Dispose of excavatedunsatisfactory soil off site and replace with satisfactory fill material or engineered fill fromoff site, as required, in accordance with Section 31 2316 - Excavation.

2. Unit of Measurement: Cubic Yards of soil excavated, based upon survey of volumeremoved.

3. Basis of Estimate: 200 cubic yards.B. Unit Price 2: Sub-grade fill at pavement section.

1. Description: Unsatisfactory subgrade at pavement areas requiring pavement andreplacement with graded rock base per soils report.

2. Unit of Measurement: Cubic Yards of soil excavated, based upon survey of volumeremoved, and Cubic Yards of rock base fill.

3. Basis of Estimate: 100 cubic yards.PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION - NOT USED

END OF SECTION



CHANGE ORDERPROCEDURES

01 2663 - 1

SECTION 01 2663CHANGE ORDER PROCEDURES

PART 1 GENERAL1.01 RESPONSIBLE PARTIES

A. Immediately following Contract execution, Owner and Contractor shall identify who, within theirrespective organizations, will be responsible for executing Change Orders.

1.02 RELATED SECTIONSA. General and Supplementary ConditionsB. Product Substitutions: Section 01 2500C. Construction Progress Schedules: Section 01 3200D. Contract Closeout: Section 01 7800E. Project Record Documents: Section 01 7839

1.03 DEFINITIONSA. Proposal Request:

1. Means request from Owner's Representative or Architect to Contractor for changes toContract sum and/or Contract Time for proposed changes to the Work.

B. Change Order:1. See General Conditions.

C. Change Request/Proceed Order (CR/PO)1. CR: Means a written request for a specific item to amend the contract scope and/or

contract time, and/or contract sum.2. PO: Means a written authorization, constituting a notice to proceed, for a specific item to

amend the contract scope and/or time and/or contract sum.3. For work of a PO to be billed for and paid, the work must be incorporated into an executed

Change Order, which normally occur approximately once per month.D. Construction Change Directive:

1. Means written order to Contractor executed on AIA Form G713 or other similar formdesignated by the Owner, and signed by Owner's representative and Architect, whichamends Contract Documents as described, and authorizes Contractor to proceed withchange affecting Contract Sum and/or Contract Time, for inclusion in subsequent ChangeOrder.

E. Architect's Supplementary Instructions1. Means written order, instruction, or interpretation to Contractor, executed on AIA Form

G710 or other similar form designated by Owner's Representative and Architect, andsigned by Architect, which authorizes minor changes in Work not altering Contract Sumand/or Contract Time.

F. Request for Information (RFI):1. Written request submitted by Contractor to Architect, with a copy sent to the Owner's

Representative, on standard form requesting interpretation of Contract documents.2. An RFI shall only be used as a vehicle for confirming or verifying an issue through an

interpretation of the Contract Documents; responses that result in change to ContractDocuments and adjustment to Contract Sum and/or Contract Time must be documented ina Change Order.

G. No change document of any kind will be allowable on the basis of time and materials, withoutalso including a Not To Exceed (NTE) limit.

1.04 OWNER OR ARCHITECT INITIATED CHANGESA. Requests will include:

1. Detailed description of change, including change location and products.2. Supplementary or revised Drawings and Specifications.




01 2663 - 2

3. When appropriate, projected time span for making change, and specific statement as towhether or not overtime work is authorized.

4. When appropriate, specific time period during which request price will be considered valid.B. Such request is for information only, and is not an instruction or authorization to execute the

change or an order to stop Work in progress.1.05 CONTRACTOR INITIATED CHANGES

A. Requests shall include:1. Description of proposed change2. Statement of reason for making change3. Statement of effect upon Contract Sum and Contract Time4. Statement of effect upon work of other Contractors5. Statement of effect upon work by Owner6. Documentation supporting any change to Contract Sum and/or Contract Time

1.06 CONSTRUCTION CHANGE DIRECTIVEA. In lieu of Proposal Request, Owner's Representative and Architect may issue Construction

Change Directive for Contractor to proceed with change for subsequent inclusion in futureChange Order.

B. Directive will describe Work changes with attachments of revised Contract Documents definingdetails of change, and designating any changes in Contract Sum and/or Contract Time.

C. Owner's Representative and Architect will sign and date Construction Change Directive asauthorization for Contractor to proceed with changes.

D. Upon receipt of the Construction Change Directive the Contractor shall proceed with the workas directed.

1.07 DOCUMENTATION OF PROPOSALS & CLAIMSA. Support quotation for each Proposal with sufficient substantiating data to allow Owner's

Representative and Architect to evaluate quotation.B. When requested by Owner's Representative and/or Architect, submit the following Cost and

Time data:1. Labor required2. Equipment required3. Products required

a. Quantity requiredb. Purchase sourcec. Unit cost

4. Credit for deleted Work, similarly documented5. Overhead and profit6. Justification for any change in Contract Time

C. Support each claim for additional cost, and for work done on time-and-material/force accountbasis with documentation as required for lump-sum proposal, plus the following information:1. Name of Owner's authorized agent who ordered work, and date of order.2. Dates and times of work performed, and by whom.3. Time records, including summary of hours worked, and hourly rates paid.

D. Document requests for Product substitutions as specified in Section 01 2500.E. Cost shall be limited to the following: cost of materials and equipment, including cost of delivery;

cost of in field labor not including project staff or supervision, including Social Security, payrolltaxes, fringe benefits, unemployment insurance; workers’ compensation insurance; rental rateof and fuel for power tools and equipment not normally on the project.

F. Overhead and profit shall include the following: project insurance, bond premiums, generaladministration, supervision which includes project managers and staff not completing directmaterial work in the field, superintendence, general foremen, wages of time-keepers, watchmen




01 2663 - 3

and clerks, small tools, general safety costs, supplemental fuel charges, incidentals, generaloffice expense, home office overhead, project office overhead and expenses, and all otherexpenses not included in “cost”.

1.08 PREPARATION OF CHANGE ORDERSA. Owner's Representative and Architect will prepare each Change Order.B. Change Order Form: AIA Document G-701.C. Change Order will describe Work changes with attachments of any revised Contract

Documents, which define Change details.D. Change Order will adjust Contract Sum and/or Contract Time.

1.09 LUMP-SUM/FIXED PRICE CHANGE ORDERSA. Change Order contents will be based on, either:

1. Architect’s Proposal Request and Contractor's responsive Proposal as mutually agreedbetween Owner and Contractor.

2. Contractor’s Change Proposal as recommended by Architect, and as mutually agreedbetween Owner and Contractor.

B. Owner's Representative and Architect will sign and date Change Order as authorization forContractor to proceed with Changes.

C. Contractor shall sign and date Change Order to indicate agreement with specified terms.1.10 UNIT PRICE CHANGE ORDERS

A. Change Order contents will be based on, either:1. Architect's definition of required changes,2. Contractor's Change Proposal as recommended by Architect, or3. Survey of completed work

B. Unit Price amounts shall be, either:1. Those stated in Agreement, if any, or2. Those mutually agreed upon between Owner and Contractor

C. When quantities of Items affected by Change Order can be determined prior to start of work:1. Owner's representative and Architect will sign and date Change Order as authorization for

Contractor to proceed with changes.2. Contractor shall sign and date Change Order to indicate agreement with specified terms.

D. When quantities of Items affected by Change Order cannot be determined prior to start of work:1. Architect or Owner's Representative will issue Construction Change Authorization directing

Contractor to proceed with change on basis of unit prices, and will cite applicable unitprices.

2. At change completion, Architect or Owner's Representative will determine work cost basedupon agreed unit prices and quantities used.

3. Contractor shall submit documentation to establish quantities of units or each Item and anyclaim for change in Contract Time.

4. Owner and Contractor will sign and date Change Order to indicate their agreement withspecified terms.

1.11 TIME & MATERIAL & FORCE ACCOUNT CHANGE ORDERSA. Architect and Owner's Representative will issue Construction Change Authorization directing

Contractor to proceed with changes according to the process defined in the General Conditions.B. At Change completion, Contractor shall submit itemized accounting of change with supporting

data as specified above in "Documentation of Proposals and Claims".C. Architect or Owner's Representative will determine allowable cost of such work, as provided in

Contract Conditions.D. Architect or Owner's Representative will sign and date Change Order to establish change in

Contract Sum and/or Contract Time.




01 2663 - 4

E. Owner and Contractor will sign and date Change Order to indicate their agreement withspecified terms.

1.12 CORRELATION OF CHANGE ORDERS WITH CONTRACTOR'S OTHER SUBMITTALSA. Revise Schedule of Values and subsequent Request for Payment Forms to record each

Change as separate item of work, and to record adjusted Contract Sum.B. Revise Construction Schedule to reflect each change in Contract Time.C. Revise Subschedules to show changes for other items of Work affected by Changes.D. Upon completion of Change Order Work, record pertinent changes in Record Documents.

END OF SECTION



APPPLICATION FOR PAYMENT01 2900 - 1

SECTION 01 2900APPPLICATION FOR PAYMENT

PART 1 - GENERAL1.01 RELATED SECTIONS

A. General Conditions: Section 00 7200, A232-2009, General Conditions of the Contract.B. Summary of Work: Section 01 1000C. Schedule of Values: Section 01 2973D. Contract Closeout: Section 01 7800

1.02 ANTICIPATED PAYMENT AMOUNTSA. To assist Owner in establishing his Construction Financing and budget cash flows, the

Contractor, prior to submitting his first Application for Payment, shall deliver to Architect aschedule of anticipated payment amount to be requested with each subsequent application.

1.03 FORMAT AND DATA REQUIREDA. Payment Applications shall comply with the requriements of Article 9 of the General Conditions.B. Submit itemized applications typed on AIA Document G702, Application and Certificate for

Payment, together with Continuation Sheets AIA Document G703 or similar form approved bythe Architect.1. Progress Payment Applications shall be made through Textura Construction Payment

Management, an Internet-based construction invoicing system. A one-time fee will becharged the Subcontractor/Supplier at the beginning of the project based on the followingfee schedule: 0.22% of the contract value (maximum cost: $3,750).

C. Fill in required information.1. Fill in summary of dollar values to agree with respective totals indicated on Continuation

Sheets.D. Execute certification with signature of responsible officer of Contracting Firm.E. Continuation Sheets:

1. Identify each major item of Work by number and title matching those listed in Table ofContents of this Project Manual.

2. Fill in scheduled Dollar Value for each Item.3. Fill in Dollar Value in each Column for each scheduled Line Item when Work has been

performed or Products stored.4. Round off Values to nearest dollar.5. List each Change Order, executed prior to date of submission, at end of Continuation

Sheets. Include Change Order Number and brief description.F. Substantiating Data:

1. Submit, when requested by Architect, to justify Line Item amounts.1.04 APPLICATION SCHEDULE

A. Refer to the General Conditions for schedule.1.05 SUBMITTAL PROCEDURE

A. Submit Schedule of Values not less than 15 days prior to submittal of first Application forPayment.

B. Submit Applications for Payment to Architect at least 15 days before the date established foreach progress payment.

C. Number of Application copies required with each submittal: One (1) electronic copy.D. When Architect finds Application properly completed and correct, he will transmit Certificate for

Payment to Owner, with copy to Contractor.



APPPLICATION FOR PAYMENT01 2900 - 2

PART 2 – PRODUCTS2.01 NOT USED.PART 3 – EXECUTION3.01 NOT USED.

END OF SECTION



SCHEDULE OF VALUES01 2973 - 1

SECTION 01 2973SCHEDULE OF VALUES

PART 1 GENERAL1.01 RELATED SECTIONS

A. Change Order Procedures: Section 01 2663.1.02 SCHEDULE FORMAT

A. Type Schedule on AIA Document G-703, Application for Payment, Continuation Sheet or similarform approved by the Owner's Representative and Architect.

B. Forms can be obtained from:1. AIA Service Corp., Publications Div., 1735 New York Avenue, Washington D. C. 20006.2. Portland Chapter AIA Office, 403 NW 11th Avenue, Portland, Oregon 97209

(503-223-8757).1.03 SCHEDULE HEADINGS

A. Identify each major Work Item by number and title.B. Coordinate Headings with Construction Progress Schedule.

1.04 CONTENTA. As basis for computing Progress Payment values, separately list installed value of each of the

following:1. Each major Work Item.2. Each Subcontracted Work Item. For each major Subcontractor, list products and

operations of that Subcontract as separate Line Items.3. Any Products to be stored, for which separate payments will be requested.

B. Include directly proportional amount of Contractor’s Overhead and Profit in each ComponentListing.

C. Round off Values to nearest Dollar.D. Sum of Values listed shall equal total Contract Sum.

1.05 SUBMITTAL REQUIREMENTSA. Submit 1 electronic copy of Schedule of Values at least 15 days prior to first Application for

Payment.B. Form and content shall be acceptable to Owner's Representative and Architect.

1.06 SUBSTANTIATING DATAA. When requested by Architect, submit justifying Substantiating Data on Line Item Amounts in

question.END OF SECTION



SCHEDULE OF VALUES01 2973 - 2



ADMINISTRATIVEREQUIREMENTS

01 3000 - 1

SECTION 01 3000ADMINISTRATIVE REQUIREMENTS


A. General administrative requirements.B. Electronic document submittal service.C. Preconstruction meeting.D. Site mobilization meeting.E. Progress meetings.F. Pre-Installation MeetingsG. Construction progress schedule.H. Contractor's daily reports.I. Progress photographs.J. Coordination drawings.K. Number of copies of submittals.L. Requests for Interpretation (RFI) procedures.M. Submittal procedures.

1.02 RELATED REQUIREMENTSA. Section 01 6000 - Product Requirements: General product requirements.B. Section 01 3300 - Shop Drawings, Product Data and Submittals.C. Section 01 7800 - Closeout Submittals: Project record documents; operation and maintenance

data; warranties and bonds.D. Section 01 9113 - General Commissioning Requirements: Additional procedures for submittals

relating to commissioning.1. Where submittals are indicated for review by both Architect and the Commissioning

Authority, submit one extra and route to Architect first, for forwarding to the CommissioningAuthority.

2. Where submittals are not indicated to be reviewed by Architect, submit directly to theCommissioning Authority; otherwise, the procedures specified in this section apply tocommissioning submittals.

1.03 GENERAL ADMINISTRATIVE REQUIREMENTSA. Comply with requirements of Section 01 7000 - Execution and Closeout Requirements for

coordination of execution of administrative tasks with timing of construction activities.B. Make the following types of submittals to Architect:

1. Requests for Interpretation (RFI).2. Requests for substitution.3. Shop drawings, product data, and samples.4. Test and inspection reports.5. Design data.6. Manufacturer's instructions and field reports.7. Applications for payment and change order requests.8. Progress schedules.9. Coordination drawings.10. Correction Punch List and Final Correction Punch List for Substantial Completion.11. Closeout submittals.




01 3000 - 2

1.04 PROJECT COORDINATORA. Project Coordinator: Construction Manager. The terms Project Coordinator, Construction

Manager, Owner’s project Representative, and Owner’s Representative, shall be synonymous.B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices

and sheds, for delivery access, traffic, and parking facilities.1. Project Coordinator: Integrity Managment Solutions, Chris Giggy, (541) 760-5885.

C. During construction, coordinate use of site and facilities through the Project Coordinator.D. Comply with Project Coordinator's procedures for intra-project communications; submittals,

reports and records, schedules, coordination drawings, and recommendations; and resolution ofambiguities and conflicts.

E. Comply with instructions of the Project Coordinator for use of temporary utilities andconstruction facilities. Responsibility for providing temporary utilities and construction facilities isidentified in Section 01 1000 - Summary.

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.G. Make the following types of submittals to Architect through the Project Coordinator:

1. Requests for substitution.2. Shop drawings, product data, and samples.3. Test and inspection reports.4. Design data.5. Manufacturer's instructions and field reports.6. Applications for payment and change order requests.7. Progress schedules.8. Correction Punch List and Final Correction Punch List for Substantial Completion.9. Closeout submittals.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 ELECTRONIC DOCUMENT SUBMITTAL SERVICE

A. All documents transmitted for purposes of administration of the contract are to be in electronic(PDF, MS Word, or MS Excel) format, as appropriate to the document, and transmitted via anInternet-based submittal service that receives, logs and stores documents, provides electronicstamping and signatures, and notifies addressees via email.1. Besides submittals for review, information, and closeout, this procedure applies to

Requests for Interpretation (RFIs), progress documentation, contract modificationdocuments (e.g. supplementary instructions, change proposals, change orders),applications for payment, field reports and meeting minutes, Contractor's correctionpunchlist, and any other document any participant wishes to make part of the projectrecord.

2. Contractor and Architect are required to use this service.3. It is Contractor's responsibility to submit documents in allowable format.4. Subcontractors, suppliers, and Architect's consultants are to be permitted to use the

service at no extra charge.5. Users of the service need an email address, internet access, and PDF review software

that includes ability to mark up and apply electronic stamps (such as Adobe Acrobat,www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com), unless such softwarecapability is provided by the service provider.

6. Paper document transmittals will not be reviewed; emailed electronic documents will notbe reviewed.

7. All other specified submittal and document transmission procedures apply, except thatelectronic document requirements do not apply to samples or color selection charts.

B. Cost: The cost of the service is to be paid by Contractor; include the cost of the service in theContract Sum.




01 3000 - 3

C. Submittal Service: The selected service is the following, or approved equivalent:1. Basis-of-Design Product: PROCORE (tel: 1-866-477-6267); www.procore.com (contact

person: Theresa Corsentino, [email protected])2. Submittal Exchange (tel: 1-800-714-0024): www.submittalexchange.com.3. PlanGrid, An Autodesk Company; Plan grid: www.plangrid.com.4.

D. Training: Arrange one, two-hour minimum, web-based training session for all participants, withrepresentatives of Architect and Contractor participating; further training is the responsibility ofthe user of the service.1. Representatives of Owner are to be included in this training.

E. Project Closeout: Architect will determine when to terminate the service for the project. Contractor is responsible for obtaining archive copies of files for Owner.

3.02 ELECTRONIC DIGITAL DATAA. Electronic digital data may be obtained from the Architect through the Project Coordinator by

filling-in and submitting AIA Document C106.B. Digital data for this project is limited to that produced by the Architect for this project.

1. Project digital data for this project will be provided in Revt 2018.2 format only.3.03 PRECONSTRUCTION MEETING

A. Contractor will schedule a meeting after Notice of Award.B. Attendance Required:

1. Owner.2. Architect.3. Contractor.4. Major subcontractors.5. Major suppliers, vendors.

C. 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, list of products, schedule of values, and progress

schedule.5. Submission of initial Submittal schedule.6. Designation of personnel representing the parties to Contract and Architect.7. Procedures and processing of field decisions, submittals, substitutions, applications for

payments, proposal request, Change Orders, and Contract closeout procedures.8. Scheduling.

D. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Architect, Owner, participants, and those affected by decisions made.

3.04 SITE MOBILIZATION MEETINGA. Project Coordinator will schedule meeting at the Project site prior to Contractor occupancy.B. Attendance Required:

1. Contractor.2. Owner.3. Architect.4. Contractor's Project Manager.5. Contractor's superintendent.6. Major subcontractors.

C. Agenda:1. Use of premises by Owner and Contractor.2. Owner's requirements.




01 3000 - 4

3. Construction facilities and controls provided by Owner.4. Temporary utilities provided by Owner.5. Survey and building layout.6. Security and housekeeping procedures.7. Schedules.8. Application for payment procedures.9. Procedures for testing.10. Procedures for maintaining record documents.11. Requirements for start-up of equipment.12. Inspection and acceptance of equipment put into service during construction period.

D. Record minutes and distribute copies within two days after meeting to participants, with twocopies to Architect, Owner, participants, and those affected by decisions made.

3.05 PROGRESS MEETINGSA. Schedule and administer meetings throughout progress of the Work at maximum weekly

intervals.B. Make arrangements for meetings, prepare agenda with copies for participants, preside at

meetings.C. Attendance Required:

1. Contractor.2. Owner.3. Architect.4. Contractor's superintendent.5. Major subcontractors.

D. Agenda:1. Review minutes of previous meetings.2. Review of work progress.3. Field observations, problems, and decisions.4. Identification of problems that impede, or will impede, planned progress.5. Review of submittals schedule and status of submittals.6. Review of off-site fabrication and delivery schedules.7. Maintenance of progress schedule.8. Corrective measures to regain projected schedules.9. Planned progress during succeeding work period.10. Maintenance of quality and work standards.11. Effect of proposed changes on progress schedule and coordination.12. Other business relating to work.

E. Record minutes and distribute copies within two days after meeting to participants, withelectronic copies to Architect, Owner, participants, and those affected by decisions made.

3.06 PRE-INSTALLATION MEETINGSA. Contractor will schedule meetings to occur no less than one week prior to scheduled start of

activity. Verify meeting time in advance of activity with each specification section requireingpre-installation meeting.

B. Attendance Required:1. Owner.2. Architect.3. Contractor.4. All subcontractors involved in activity.5. All subcontractors, suppliers and/or vendors whose work precedes the activity, or whose

work is dependent on completion of the activity..C. Agenda:

1. Scope of work.




01 3000 - 5

2. Verify completion of preceding work necessary for installation of subject activity.3. Coordinate work of installation activity with the work of other trades working on-site.4. Discuss safety requirements or concerns.5. Establish start and finish dates conforming to Project Schedule.6. Establish staging, lay-down and storage areas for equipment and materials related to

activity.D. Record minutes and distribute copies within two days after meeting to participants, with two

copies to Architect, Owner, participants, and those affected by decisions made.3.07 CONSTRUCTION PROGRESS SCHEDULE

A. Within 10 days after date of the Agreement, submit preliminary schedule defining plannedoperations for the first 60 days of work, with a general outline for remainder of work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.C. Within 20 days after review of preliminary schedule, submit draft of proposed complete

schedule for review.1. Include written certification that major contractors have reviewed and accepted proposed

schedule.D. Within 10 days after joint review, submit complete schedule.E. Submit updated schedule with each Application for Payment.

3.08 DAILY CONSTRUCTION REPORTSA. Include only factual information. Do not include personal remarks or opinions regarding

operations and/or personnel.B. Prepare a daily construction report recording the following information concerning events at

Project site and project progress:1. Date.2. High and low temperatures, and general weather conditions.3. List of subcontractors at Project site.4. Major equipment at Project site.5. Material deliveries.6. Safety, environmental, or industrial relations incidents.7. Meetings and significant decisions.8. Unusual events (submit a separate special report).9. Stoppages, delays, shortages, and losses. Include comparison between scheduled work

activities (in Contractor's most recently updated and published schedule) and actualactivities. Explain differences, if any. Note days or periods when no work was in progressand explain the reasons why.

10. Directives and requests of Authority(s) Having Jurisdiction (AHJ).11. Change Orders received and implemented.12. Testing and/or inspections performed.13. List of verbal instruction given by Owner and/or Architect.14. Signature of Contractor's authorized representative.

3.09 PROGRESS PHOTOGRAPHSA. Submit photographs with each application for payment, taken not more than 3 working days

prior to submission of application for payment.B. Photography Type: Digital; electronic files.C. In addition to periodic, recurring views, take photographs of each of the following events:

1. Completion of site clearing.2. Excavations in progress.3. Foundations in progress and upon completion.4. Structural framing in progress and upon completion.5. Enclosure of building, upon completion.




01 3000 - 6

D. Views:1. Provide non-aerial photographs from four cardinal views at each specified time, until date

of Substantial Completion.2. Consult with Architect for instructions on views required.3. Provide factual presentation.4. Provide correct exposure and focus, high resolution and sharpness, maximum depth of

field, and minimum distortion.E. Digital Photographs: 24 bit color, minimum resolution of 1024 by 768, in JPG format; provide

files unaltered by photo editing software.1. Delivery Medium: Via email.2. File Naming: Include project identification, date and time of view, and view identification.3. PDF File: Assemble all photos into printable pages in PDF format, with 2 to 3 photos per

page, each photo labeled with file name; one PDF file per submittal. 3.10 COORDINATION DRAWINGS

A. Provide information required by Project Coordinator for preparation of coordination drawings.B. Review drawings prior to submission to Architect.

3.11 REQUESTS FOR INTERPRETATION (RFI)A. Definition: A request seeking one of the following:

1. An interpretation, amplification, or clarification of some requirement of ContractDocuments arising from inability to determine from them the exact material, process, orsystem to be installed; or when the elements of construction are required to occupy thesame space (interference); or when an item of work is described differently at more thanone place in Contract Documents.

2. A resolution to an issue which has arisen due to field conditions and affects design intent.B. Whenever possible, request clarifications at the next appropriate project progress meeting, with

response entered into meeting minutes, rendering unnecessary the issuance of a formal RFI.C. Preparation: Prepare an RFI immediately upon discovery of a need for interpretation of

Contract Documents. Failure to submit a RFI in a timely manner is not a legitimate cause forclaiming additional costs or delays in execution of the work.1. Prepare a separate RFI for each specific item.

a. Review, coordinate, and comment on requests originating with subcontractors and/ormaterials suppliers.

b. Do not forward requests which solely require internal coordination betweensubcontractors.

2. Prepare in a format and with content acceptable to Owner.3. Prepare using software provided by the Electronic Document Submittal Service.4. Combine RFI and its attachments into a single electronic file. PDF format is preferred.

D. Reason for the RFI: Prior to initiation of an RFI, carefully study all Contract Documents toconfirm that information sufficient for their interpretation is definitely not included.1. Unacceptable Uses for RFIs: Do not use RFIs to request the following::

a. Approval of submittals (use procedures specified elsewhere in this section).b. Approval of substitutions (see Section - 01 6000 - Product Requirements)

2. Improper RFIs: Requests not prepared in conformance to requirements of this section,and/or missing key information required to render an actionable response. They will bereturned without a response.

3. Frivolous RFIs: Requests regarding information that is clearly indicated on, or reasonablyinferable from, Contract Documents, with no additional input required to clarify thequestion. They will be returned without a response, with an explanatory notation.

E. Content: Include identifiers necessary for tracking the status of each RFI, and informationnecessary to provide an actionable response.




01 3000 - 7

1. Official Project name and number, and any additional required identifiers established inContract Documents.

2. Discrete and consecutive RFI number, and descriptive subject/title.3. Issue date, and requested reply date.4. Reference to particular Contract Document(s) requiring additional

information/interpretation. Identify pertinent drawing and detail number and/or specificationsection number, title, and paragraph(s).

5. Annotations: Field dimensions and/or description of conditions which have engenderedthe request.

6. Contractor's suggested resolution: A written and/or a graphic solution, to scale, is requiredin cases where clarification of coordination issues is involved, for example; routing,clearances, and/or specific locations of work shown diagrammatically in ContractDocuments. If applicable, state the likely impact of the suggested resolution on ContractTime or the Contract Sum.

F. Attachments: Include sketches, coordination drawings, descriptions, photos, submittals, andother information necessary to substantiate the purpose for the request.

G. RFI Log: Prepare and maintain a tabular log of RFIs for the duration of the project.1. Indicate current status of every RFI. Update log promptly and on a regular basis.2. Note dates of when each request is made, and when a response is received.3. Highlight items requiring priority or expedited response.

H. Review Time: Architect will respond and return RFIs to Contractor within five (5) working daysof receipt. For the purpose of establishing the start of the mandated response period, RFIsreceived after 2:00 PM will be considered as having been received on the following regularworking day.1. Response period may be shortened or lengthened for specific items, subject to mutual

agreement, and recorded in a timely manner in progress meeting minutes.I. Responses: Content of answered RFIs will not constitute in any manner a directive or

authorization to perform extra work or delay the project. If in Contractor's belief it is likely to leadto a change to Contract Sum or Contract Time, promptly issue a notice to this effect, and followup with an appropriate Change Order request to Owner.1. Response may include a request for additional information, in which case the original RFI

will be deemed as having been answered, and an amended one is to be issued forthwith. Identify the amended RFI with an "R" suffix to the original number.

2. Upon receipt of a response, promptly review and distribute it to all affected parties, andupdate the RFI Log.

3. Notify Architect within seven days if an additional or corrected response is required bysubmitting an amended version of the original RFI, identified as specified above.

3.12 SUBMITTAL SCHEDULEA. Submit to Architect for review a schedule for submittals in tabular format.

1. Submit at the same time as the preliminary schedule.2. Coordinate with Contractor's construction schedule and schedule of values.3. Format schedule to allow tracking of status of submittals throughout duration of

construction.4. Arrange information to include scheduled date for initial submittal, specification number

and title, submittal category (for review or for information), description of item of workcovered, and role and name of subcontractor.

5. Account for time required for preparation, review, manufacturing, fabrication and deliverywhen establishing submittal delivery and review deadline dates.a. For assemblies, equipment, systems comprised of multiple components and/or

requiring detailed coordination with other work, allow for additional time to makecorrections or revisions to initial submittals, and time for their review.




01 3000 - 8

3.13 NUMBER OF COPIES OF SUBMITTALSA. Electronic Documents: Submit one electronic copy in PDF format; an electronically-marked up

file will be returned. Create PDFs at native size and right-side up; illegible files will be rejected.3.14 SUBMITTAL PROCEDURES

A. General Requirements:1. Use a separate transmittal for each specification section.

a. Include in submittal all items listed in specification section.2. Transmit using approved form.

a. Use Contractor's form, subject to prior approval by Architect.3. Sequentially identify each item. For revised submittals use original number and a

sequential numerical suffix.4. Identify: Project; Contractor; subcontractor or supplier; pertinent drawing and detail

number; and specification section number and article/paragraph, as appropriate on eachcopy.

5. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification ofproducts required, field dimensions, adjacent construction work, and coordination ofinformation is in accordance with the requirements of the work and Contract Documents.a. Submittals from sources other than the Contractor, or without Contractor's stamp will

not be acknowledged, reviewed, or returned.6. Deliver each submittal on date noted in submittal schedule, unless an earlier date has

been agreed to by all affected parties, and is of the benefit to the project.a. Upload submittals in electronic form to Electronic Document Submittal Service

website.7. Schedule submittals to expedite the Project, and coordinate submission of related items.

a. For each submittal for review, allow 10 working days excluding delivery time to andfrom the Contractor.

b. For sequential reviews involving Architect's consultants, Owner, or another affectedparty, allow an additional 7 working days.

c. For sequential reviews involving approval from authorities having jurisdiction (AHJ), inaddition to Architect's approval, allow an additional 30 days.

8. Identify variations from Contract Documents and product or system limitations that may bedetrimental to successful performance of the completed work.

9. Provide space for Contractor and Architect review stamps.10. When revised for resubmission, identify all changes made since previous submission.11. Distribute reviewed submittals. Instruct parties to promptly report inability to comply with

requirements.12. Incomplete submittals will not be reviewed, unless they are partial submittals for distinct

portion(s) of the work, and have received prior approval for their use.13. Submittals not requested will not be recognized or processed.

B. Product Data Procedures:1. Submit only information required by individual specification sections.2. Collect required information into a single submittal.3. Submit concurrently with related shop drawing submittal.4. Do not submit (Material) Safety Data Sheets for materials or products.

C. Shop Drawing Procedures:1. Prepare accurate, drawn-to-scale, original shop drawing documentation by interpreting

Contract Documents and coordinating related work.2. Generic, non-project-specific information submitted as shop drawings do not meet the

requirements for shop drawings.D. Samples Procedures:

1. Transmit related items together as single package.2. Identify each item to allow review for applicability in relation to shop drawings showing

installation locations.




01 3000 - 9

3.15 SUBMITTAL REVIEWA. Submittals for Review: Architect will review each submittal, and approve, or take other

appropriate action.B. Submittals for Information: Architect will acknowledge receipt and review. See below for

actions to be taken.C. Architect's actions will be reflected by marking each returned submittal using virtual stamp on

electronic submittals.D. Architect's and consultants' actions on items submitted for review:

1. Authorizing purchasing, fabrication, delivery, and installation:a. "Approved", or language with same legal meaning.b. "Approved as Noted, Resubmission not required", or language with same legal

meaning.2. Not Authorizing fabrication, delivery, and installation:

a. "Revise and Resubmit".1) Resubmit revised item, with review notations acknowledged and incorporated.2) Non-responsive resubmittals may be rejected.

b. "Rejected".1) Submit item complying with requirements of Contract Documents.

E. Architect's and consultants' actions on items submitted for information:1. Items for which no action was taken:

a. "Received" - to notify the Contractor that the submittal has been received for recordonly.

2. Items for which action was taken:a. "Reviewed" - no further action is required from Contractor.

END OF SECTION




01 3000 - 10



PROJECT COORDINATION01 3100 - 1

SECTION 01 3100PROJECT COORDINATION

PART 1 GENERAL1.01 RELATED REQUIREMENTS

A. General and Supplementary General ConditionsB. Section 01 1000: Summary of Work.C. Section 01 3119: Meetings.D. Section 01 3200: Schedules and Reports.E. Section 01 3300: Shop Drawings, Product Data, and Samples.F. Section 01 5000: Temporary Facilities.G. Section 01 7329: Cutting and Patching.H. Section 01 7413: Cleaning.I. Section 01 7800: Contract Closeout.

1.02 CONSTRUCTION ORGANIZATION AND START-UPA. Establish on-site lines of authority and communications including the following:

1. Attend Pre-construction Meeting and Progress Meetings as required by the Architect orOwner.

B. Comply with procedures for intra-project communications including:1. Submittals2. Reports and records3. Recommendations4. Coordination drawings5. Schedules6. Resolution of conflicts

C. Contract Documents Interpretation:1. Consult with Architect to obtain interpretation.2. Assist in resolution of questions and conflicts that may arise.3. Transmit written interpretations to Subcontractors, and to other concerned parties.4. Permits and Approvals:

a. Verify in writing to Architect within thirty (30) days after Notice to Proceed thatSubcontractors have obtained required permits and inspections for work and fortemporary facilities.

D. Control Use of Site:1. Supervise field engineering and Project layout.2. Allocate field office and storage space and work and storage area for use of each

Subcontract or Contractor.E. Access to the Site and Contractor Responsibilities:

1. Access to the site is to occur only via the existing roads onto School grounds from publicaccess streets. Contractor is to coordinate and maintain access to adjacent buildings andfacilities for delivery activities of the School District. Contractor is to maintain safetybarricades as appropriate for the work being conducted and control of traffic on publicstreets.

1.03 SCOPE OF WORKA. It is the responsibility of the General Contractor to ensure that all Subcontractors become

familiar with all portions of construction documents, and to establish protocols that ensurecoordination between each Subcontractor and all other Subcontractors on whom their work isdependent.




B. It is the responsibility of the General Contractor to coordinate all work. Where there is missingor conflicting information, the General Contractor is to submit an RFI prior to commencing thework. In the event that work is installed prior to resolving the conflicting information the GeneralContractor is responsible to remedy such conflict at no additional expense to the Owner.

1.04 COORDINATING SUBCONTRACTORS' WORKA. Coordinate the Work of all Subcontractors and make certain that, where the Work of one trade

is dependent upon the Work of another trade, the Work first installed is properly placed,installed, aligned, and finished as specified or required to properly receive subsequent materialsapplied or attached thereto.

B. Direct Subcontractors to correct defects in substrates they install when Subcontracts ofsubsequent materials have a reasonable and justifiable objection to such surfaces.

C. Do not force Subcontractors to apply or install products to improperly finished product orstructures.

D. Coordinate changes to assure that:1. Requirements of Contract Documents are fulfilled.2. Changes in Contract requirements of all affected trades are reflected in executed Change

Orders.E. Scheduling and Installation Sequence:

1. Coordinate scheduling, submittals, and Work of various sections of specifications toassure efficient and orderly sequence of installation of interdependent constructionelements, with provisions for accommodating items installed later.

2. Schedule work in accordance with current Project construction schedule.a. Coordinate schedules of all trades.b. Verify timely deliveries of products for installation by other trades.c. Verify that labor and equipment are adequate for work and schedule.d. Verify that material deliveries are adequate to maintain schedule.

F. Space Requirements:1. Coordinate space requirements and installation of mechanical and electrical work which

are indicated diagrammatically on Drawings.2. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs

parallel with line of building.3. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance,

and for repairs.G. Concealed Services:

1. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring withinconstruction.

2. Coordinate locations of fixtures and outlets with finish elements.H. Ascertain need for cutting and patching, and coordinate with work of other trades, and the

Architect.I. Completion and Clean Up:

1. Coordinate completion and clean up of Work of separate sections in preparation forSubstantial Completion and for portions of Work designated for Owner occupancy.

J. Start-Up, Inspection, and Acceptance of Equipment:1. Contact Architect, at least five (5) working days prior scheduled completion, to arrange for

Design team inspection of Equipment and installation.2. Verify that manufacturer's representative is present.3. Verify that utilities, specified connections, and safety devices are complete and equipment

is ready to operate.4. Verify that equipment has been tested, adjusted, and balanced, is cleaned, repainted as

required, and operational prior to inspection.




5. Coordinate and comply with requirements for Start-up Functions, Training, and EquipmentInspections with Owner’s Commissioning Agent.

K. Access for Corrective Work:1. 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 ofOwner's activities.

1.05 COORDINATING UTILITIESA. The Contractor shall be responsible for coordination of all utilities to be installed for service to

the project and shall cooperate with all utility agencies. Utilities may include, but are not limitedto, natural gas, telephone, electrical, and cable television. The Contractor shall maintaincommunication with the utilities in order to coordinate time and requirements of the utilities'installation.

B. The Contractor shall provide all work necessary to comply with the requirements of the ContractDocuments for work by the utility company that does not meet the Contract Documentrequirements, or for work that is disturbed by the utility installation.

C. The Contractor shall be responsible to locate and protect existing utilities.D. The Contractor shall comply with ORS 757.541 through 757.571 relating to notice prior to

excavation.1.06 CLOSE-OUT DUTIES

A. At completion of Work of each subcontract, conduct inspection to assure that:1. Work is acceptable and in compliance with the requirements of the Contract Documents.2. Assist the Architect in inspection.3. Temporary facilities and debris have been removed from Site.

B. Substantial Completion:1. Conduct inspection and prepare list of work to be completed or corrected.2. Assist Architect in inspection.3. Supervise correction and completion of Work as established in Architect’s inspection

reports and "punch lists".4. Obtain all approvals from governing authorities, including the Certificate of Occupancy.

C. Final Completion:1. Submit and obtain approval of all contract close-out documents.2. Assist Architect and Owner in inspection.

1.07 OWNER'S NOTICEA. The Contractor shall give the Owner, forty-eight (48) hours advance notice of his intention to

work overtime, nights, Sundays or holidays, or anytime outside the usual working hours. In nocase will the Contractor do any such work without first notifying the Owner to permitarrangements for proper inspection. Unless of an emergency nature, compensation for workperformed in violation of this paragraph will not be made.

PART 2 PRODUCTS2.01 NOT USEDPART 3 EXECUTION3.01 NOT USED

END OF SECTION



MEETINGS01 3119 - 1

SECTION 01 3119MEETINGS

PART 1 – GENERAL1.01 DESCRIPTION

A. Work included:1. In general, project meetings will be held weekly at the job site, or in a mutually agreed

upon location, in accordance with a mutually acceptable schedule. The Owner inconjunction with the Architect will conduct project meetings throughout the constructionperiod.

2. The purpose of the project meetings is to enable orderly review of progress duringconstruction and to provide for systematic discussion and analysis of problems that mightarise between the Owner, Architect and/or Contractor relative to execution of the Work.

3. Schedule Pre-Installation meetings for all complicated systems and systems that requirecoordination among different subcontractors.

1.02 AUTHORITY DESIGNATIONA. Persons designated by the Contractor to attend and participate in project meetings shall have all

required authority to commit the Contractor to solutions as agreed upon in the project meetings.1.03 SUBMITTALS

A. Agenda Items: To the maximum extent possible, advise the Owner at least fourty-eight (48)hours in advance of the project meeting regarding all agenda items to be discussed.

1.04 AGENDAA. Pre-construction Meeting

1. The Owner in conjunction with the Architect will conduct this meeting within ten (10) daysafter date of Notice to Proceed with work at the Project Site.

2. Location: To be determined.3. Attendance:

a. Owner and his representativesb. Architect and his Professional Consultantsc. Contractor's Project Manager and Superintendentd. Major Subcontractorse. Major Suppliers, as appropriatef. Others, as appropriate

4. Suggested Agenda:a. Distribution (by Contractor) and discussion of:

1) List of major Subcontractors and Suppliersb. Critical Work sequencingc. Major Equipment deliveries and prioritiesd. Project Coordinatione. Designation of responsible personnelf. Procedures and processing of:

1) Field decisions2) Proposal requests3) Submittals4) Change Orders5) Applications for Payment6) Schedules and Reports

g. Adequacy of Contract Documents distributionh. Procedures for maintaining Record Documentsi. Use of premises:

1) Office, work, and storage areas2) Owner's requirements



MEETINGS01 3119 - 2

j. Construction facilities, controls, and construction aidsk. Temporary utilitiesl. Safety and first-aid proceduresm. Security proceduresn. Housekeeping procedures

B. Project Meetings1. The Contractor will conduct weekly meetings at the Project Site, during the course of the

installation, in the job trailer required under Division 01 5000, to coordinate the Work,answer questions, and resolve problems.

2. Suggested Meeting Agenda:a. Attendees:

1) List of attendees and company they represent.b. Minutes Review:c. Corrections, additions and/or deletions to previous minutesd. Outstanding Action Items:

1) Review of items not resolved from previous meetinge. Technical Concerns:

1) Discussion of technical aspects of the project including problems to be resolvedunder the following categories:

2) Civil/Landscape3) Mechanical4) Electrical5) Architectural6) Technology/Data

(a) As-Built Review:(1) Confirm results of the as-built review

f. Shop Drawings:1) Confirm results of shop drawing review; list those not submitted by Contractor

that are due and shop drawings not returned by Architects or Engineers.g. RFI's:

1) Confirm approved and outstanding RFI's.h. RFP's:

1) Confirm approved and outstanding RFP's.i. Schedule Review:

1) Confirm status of work, areas of concern and general status of work as of themeeting date.

j. Projection of Work:1) Discussion of anticipated concentration of work for the next period.

k. Procurement:1) Verify and update status of procurement activities.

l. Other Concerns:1) Any other items to be discussed

m. Review of all Action Items:1) Each action item will be consolidated with item, action person responsible and

date to be resolved.n. Summary:

1) Confirmation of next meeting date, location and time, plus those requested to bein attendance.

3. All items to be discussed shall be brought up at the time the appropriate agenda item isdiscussed. All attendees shall familiarize themselves with the agenda and be prepared inadvance with their items for discussion.

C. Special Meetings: The Owner may call special meetings at the project site or at other locationsto coordinate the work, answer questions, and resolve problems.



MEETINGS01 3119 - 3

1.05 PREINSTALLATION CONFERENCESA. When required in individual Specification Sections and/or as requested, convene pre-installation

conference at work Site prior to commencing work of Section.B. Require attendance of parties directly affecting, or affected by, work of specific Section.C. Notify Architect four days in advance of meeting date.D. Prepare agenda, preside at conference, record minutes, and distribute copies within two days

after conference to participants, with copies to Architect.E. Review conditions of installation, preparation and installation procedures, and coordination with

related work.1.06 MINUTES

A. The Contractor will compile minutes of each project meeting and will distribute copies to allinterested parties within two (2) days after the meeting. Items in the minutes shall be numberedconsecutively and grouped under divisions and sections. Each item shall be carried forwarduntil resolved.1. Action items will be identified with responsible party and completion date listed.

B. The minutes compiled by the Contractor will be the official record minutes and all clarificationsand/or corrections shall be transmitted in writing to the Owner within fourteen (14) days of dateof receipt of the minutes or unless noted during the next schedule meeting under theappropriate agenda item. Transmitted corrections shall be legibly submitted on companyletterhead.

C. At least one (1) bound volume of all minutes shall be maintained by the Contractor in the joboffice until project completion.

PART 2 – PRODUCTS2.01 NOT USEDPART 3 – EXECUTION3.01 NOT USED

END OF SECTION



MEETINGS01 3119 - 4



STATEMENT OF COMPLIANCE01 3130 - 1

SECTION 01 3130STATEMENT OF COMPLIANCE

NO PAYMENT SHALL BE MADE UNTIL THE CONTRACTOR SHALL FILE WITH THE OWNER,PRIOR TO ACCEPTANCE OF THE WORK, A NOTARIZED CERTIFICATION OF COMPLIANCE INTHE FOLLOWING FORM:

* * * * * * * * * *THE CONTRACTOR DOES HEREBY CERTIFY THAT ALL WORK HAS BEEN PERFORMEDAND MATERIALS SUPPLIED IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONSAND CONTRACT DOCUMENTS FOR THE ABOVE WORK, AND THAT:

No less than the prevailing rates of wages as ascertained by the governing body of theContracting agency has been paid to laborers, workmen and mechanics employed on thisWork;There have been no unauthorized substitutes of Subcontractors; nor have any subcontractorsbeen entered into without the names of the Subcontractors having been submitted to the Ownerprior to the start of such subcontracted work;No subcontract was assigned or transferred or performed by any Subcontractor other than theoriginal Subcontractor, without prior notice having been submitted to the Owner together withthe names of all Subcontractors;All claims for material and labor and other service performed in connection with thesespecifications have been paid;All monies due the State Industrial Accident Fund, the State Unemployment CompensationTrustFund, the State Tax Commission, Hospital Associates and/or others have been paid.

IN WITNESS WHEREOF, THE UNDERSIGNED HAS SIGNED AND SEALED THIS INSTRUMENTTHIS _______ DAY OF_______________________,2019.

Firm NameSignatureTitle

(ATTEST)(SEAL IF BIDDER IS A CORPORATION)AS DETERMINED NECESSARY, EVIDENCE OF COMPLIANCE MAY BE REQUIRED TO BESUBMITTED WITH AND MADE A PART OF THIS CERTIFICATE OF COMPLIANCE.

END OF SECTION



STATEMENT OF COMPLIANCE01 3130 - 2



SCHEDULES AND REPORTS01 3200 - 1

SECTION 01 3200SCHEDULES AND REPORTS

PART 1 - GENERAL1.01 GENERAL REQUIREMENTS

A. The work under this Contract will be planned, scheduled, executed and reported pursuant to theprovisions of Article 8 of the General Conditions "Time".

B. The primary objectives of the project scheduling program is to ensure the adequate planning,scheduling and execution of the construction activities so they may be prosecuted in an orderlyand expeditious manner, within the Contract Time and the Milestone Dates stipulated by theContract, to provide optimum coordination between Contractors, to establish the basis formeasuring and monitoring individual Contractor progress and overall project progress, to detectproblems for the purpose of taking corrective action to maintain the scheduled program and toprovide a mechanism, or tool for determining and monitoring such corrective actions.

C. If the Contractor should desire or intend to complete the Work earlier than any requiredMilestone or Completion date, the Owner or Architect not be liable to the Contractor for anycosts or other damages should the Contractor be unable to complete the Work before thisearlier date. The duties, obligations and warranties of the Owner to the Contractor shall beconsistent with and applicable only to the completion of the Work on the Milestone andCompletion dates required in the Owner-Contractor Agreement, unless Owner and theContractor otherwise agree in writing.

1.02 CONSTRUCTION SCHEDULE - BAR CHARTA. Pursuant to the General Conditions of this Contract, the following additional scheduling

requirements are a part of this Contract.B. Work under this Section shall consist of furnishing a Construction Schedule showing in detail

how the Contractor plans to execute and coordinate the Work. The Contract Schedule shall bebased on and incorporate the Contract Milestone and Completion dates specified in theOwner-Contractor Agreement and shall show the order in which Contractor shall perform theWork, projected dates for the start and completion of separable portions of the Work, and otherinformation concerning Contractor's Work scheduling as Owner may request.

C. The Construction Schedule shall be in the form of a bar chart and shall consist of horizontallines, or bars, plotted along a daily time scale. The time-scale shall indicate all requiredMilestone and Completion dates as set forth in the Owner-Contractor Agreement. Thehorizontal bar(s) shall indicate the start and finish dates as well as the total time period ofperformance for each activity. The Contractor shall arrange the chart so as to show theactivities which are necessary to fulfill each and every Milestone and Completion daterequirement.

D. Each work item on the Construction Schedule, as well as being correlated to the paymentdocument, shall be broken into reasonable work segments/activities (where practicable) withindividual starting and stopping dates. Work segments shall not exceed fourteen (14) calendardays or $20,000 in value unless approved by the Owner. As a minimum Work shall besegmented to demonstrate its relationship to the various Milestone Dates. The segmentedWork activities shall be cost loaded to show their dollar value as a part of the entire pay item. Activity titles shall be self-explanatory; abbreviations shall be shown in the legend.

1.03 POST AWARD ACTIVITIESA. The Contractor shall perform the following immediately after receipt of the Notice to Proceed:

1. Prepare a detailed Construction Schedule that represents the Contractor's best judgmenton how he shall prosecute and complete the Work in compliance with the ContractMilestone Dates and any Specific Dates stipulated in the Supplementary Conditions.

B. Within 10 calendar days following Notice to Proceed, submit to the Owner and Architect a draftof the Construction Schedule for review and comment. Before the first Application for Payment,the Contractor shall submit to the Owner and Architect a Schedule of Values allocated to




various portions of the Work, prepared in such form and supported by such data to substantiateits accuracy as the Owner and Architect may require. This schedule, unless objected to by theOwner or Architect, shall be used as a basis for reviewing the Contractor's Applications forPayment. The Schedule of Values shall correspond to the Work segments/activities identified inthe Construction Schedule.

C. The Construction Schedule shall indicate completion date for the project that is not later thanthe project's required completion date. All activity durations shall be given in calendar days.

D. It is to be expressly understood and agreed by the Contractor that the Construction Schedule isan estimate to be revised from time to time as progress proceeds, and that the Owner does notguarantee that Contractor can start work activities on the start dates or complete work activitieson the finish date shown in the schedule, or as same may be updated or revised; nor does theOwner guarantee that Contractor can proceed at all times in the sequence established by saidschedule.

E. The Owner and Architect will review the Contractor's Schedule. If required, a meeting will beheld between the Owner and the Contractor to resolve any conflicts between the Contractor'sschedule and the overall Project Construction. The Contractor shall revise his schedule asrequired by the Owner to support the Project Construction and shall submit his revised scheduleto the Owner and Architect within five (5) days for final review and approval.

F. Approval by the Owner and Architect of the Contractor's Construction Schedule is advisory onlyand shall not relieve the Contractor of the responsibility for accomplishing the Work within eachand every Contract-required Milestone and Completion date. Omissions and errors in theapproved Construction Schedule shall not excuse performance which is not in compliance withthe Contract. Approval by the Owner and Architect in no way makes the Owner or the Architectan insurer of the Construction Schedule's success or liable for time or cost overruns flowingfrom its shortcomings. The Owner hereby disclaims any obligation or liability by reason ofOwner or the Architect approval of or acquiescence to the Construction Schedule.

1.04 PROGRESS PAYMENTSA. The submission and approval of progress updates and the reports calculating the value of work

done for any given pay period for each activity based on the percentages complete for thatactivity less the amount previously paid for past percentages complete and percent of retainageshall be an integral part and basic element of the application upon which Progress Paymentsshall be made pursuant to the provisions of the General Conditions. The Contractor shall beentitled to progress payments only as determined from the current updated and approvedSchedule of Values. Applications for payment are to be submitted on AIA forms G702 andG703 or similar forms containing substantially the same information and format.

1.05 MILESTONE DATESA. The Contractor is required to adhere to the Milestone Dates as set forth in the Bid Form.

1.06 RECOVERY SCHEDULEA. Should any conditions exist, such that certain activities shown on the Contractor's Detailed

Construction Schedule fall behind schedule to the extent that any of the mandatory MilestoneDates or Completion Dates are in jeopardy, the Contractor shall be required to, at no cost to theOwner, prepare and submit to the Owner and Architect, a supplementary Recovery Schedule, ina form and detail appropriate to the need, to explain and display how he intends to reschedulethose activities to regain compliance with the Detailed Construction Schedule during theimmediate subsequent pay period.

B. The Contractor, Owner and Architect shall do the following after determination of therequirement for a Recovery Schedule:1. Within three (3) calendar days, the Contractor shall present to Owner and Architect the

Recovery Schedule. The Recovery Schedule shall represent the Contractor's bestjudgment as to how he shall reorganize his work so that he may return to the approvedConstruction Schedule within the immediate subsequent pay period. The RecoverySchedule shall be prepared to a similar level of detail as the Construction Schedule.




C. Five (5) calendar days prior to the expiration of the Recovery Schedule, the Owner, Architectand the Contractor will meet at the job site to determine whether the Contractor has regainedcompliance with the Construction Schedule. At the direction of the Owner, one of the followingwill happen:1. If, in the opinion of the Owner, the Contractor is still behind schedule, the Contractor in

conjunction with the Owner and Architect will prepare another Recovery Schedule, at theContractor's expense, pursuant with 2.02 (B) of this Section, to take effect during theimmediate subsequent pay period.

2. If, in the opinion of the Owner, the Contractor has sufficiently regained compliance with theConstruction Schedule, the use of the Construction Schedule will be resumed.

1.07 FLOAT TIMEA. Float or slack time is not for the exclusive use or benefit of either the Contractor or the Owner.

Contractor's work shall proceed according to start dates, and the Owner shall have the right toreserve and apportion float time according to the needs of the project. The Contractoracknowledges and agrees that actual delays, effecting paths of activities containing float time,will not have any affect upon Contract Completion times, providing that the actual delay doesnot exceed the float time associated with those activities.

B. Extensions of time will be granted only to the extent that the activity or activities affected exceedthe total float or slack along the path of activities affected at the time of Notice to Proceed of aChange Order or the commencement of any delay or condition for which an adjustment iswarranted under the Contract Documents.

1.08 COORDINATIONA. The Contractor shall coordinate his work with activities of the Owner and shall cooperate fully

with the Owner in maintaining orderly progress toward completion of the work as scheduled. The Owner’s decisions regarding priority between the Contractor's work and the activities of theOwner at the site shall be final and shall not be cause for extra compensation or extensions oftime, except where extensions of time is granted because of delay for which Contractor isotherwise entitled to an extension of time under the Contract Documents.

PART 2 PRODUCTS2.01 NOT USED.PART 3 EXECUTION3.01 NOT USED.

END OF SECTION



PHOTOGRAPHS01 3233 - 1

SECTION 01 3233PHOTOGRAPHS

PART 1 GENERAL1.01 DESCRIPTION

A. For their own use and distribution, the Owner or the Architect may on a regular basis takephotographs of construction operations and work in progress.

1.02 GENERAL CONTRACTOR'S RESPONSIBILITYA. Furnish access, labor, and facilities to assist Photographer(s).


END OF SECTION



PHOTOGRAPHS01 3233 - 2



SAFETY01 4510 - 1

SECTION 01 4510SAFETY

PART 1 – GENERAL1.01 PRELIMINARY WORK

A. Prior to the start of and during the course of the Work (above and below ground) the Contractorshall make a thorough survey of the entire work site to determine all potential hazards.Workmen shall be made aware of those hazards and shall be instructed in procedures and theuse of equipment for their protection. The Contractor shall verify the location and condition("live" or "dead") of all utilities on and near the work site and take precautions to protect hisemployees, the general public, and the property.

1.02 IMMINENT DANGERA. The Contractor shall be wholly responsible for any accidents (including death) occurring at any

time during the progress of the work and until the final acceptance of the work by the Ownerwhich may happen to any of his workmen or those of any Subcontractor employed on thebuilding or the Owner, Architect and their representatives, or for any damage or injuries(including death) which his work and operations may cause to the work being constructed, or toexisting buildings, or to any tenants and occupants of the property, or of the adjoiningproperties, or to the public or to any public or private property.

1.03 SAFETYA. The Contractor shall ensure that all employees, visitors, subcontractor's employees, and

suppliers' employees, while on the work site, comply with the requirements of OSHA, theserequirements and the safety precautions contained in the several Specifications Sections. TheContractor shall promptly and fully comply with, execute and , without separate charge thereofto the Owner, shall enforce compliance with the Occupational Safety and Health Actrequirements.

B. The Contractor shall immediately advise the Owner of inspections conducted by OSHA, at thework site, and shall transmit copies of citations and violations to the Owner and Architect.

1.04 SAFETY RESPONSIBILITIES1.05 CONTRACTOR SHALL BE RESPONSIBLE TO:

A. Ensure compliance with these requirements, OSHA requirements, and other safetyrequirements.

B. Authorize immediate action to correct substandard safety conditions.C. Review and act to ensure compliance with safety procedures with his supervisors,

subcontractors, and suppliers.D. Make through daily safety inspections of the work site and immediately act to eliminate unsafe

acts and unsafe conditions.E. Investigate work-site accidents and recommend immediate corrective action.F. Assist in the preparation of accident investigation and reporting procedures.G. Be responsible for the control, availability, and use of safety equipment, including employee

personal protective equipment.1.06 REQUEST FOR VARIANCES

A. Requests for variances to deviate from OSHA requirements must follow the current establishedprocedures by that Agency.

1.07 FAILURE TO COMPLYA. If the project is shut down due to the Contractor's failure to comply with the requirements of

OSHA or other applicable safety requirements, no part of the time loss due to any suchsuspension of operations or stop orders shall be made the subject of a claim for extension oftime or for increased cost or damage by the Contractor.



SAFETY01 4510 - 2

PART 2 – PRODUCTS2.01 NOT USEDPART 3 – EXECUTION3.01 NOT USED

END OF SECTION



CONSTRUCTION FACILITIES &TEMPORARY CONTROLS

01 5000 - 1

SECTION 01 5000CONSTRUCTION FACILITIES & TEMPORARY CONTROLS

PART 1 GENERAL1.01 SUMMARY

A. Section Includes:1. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water and

sanitary facilities.2. Temporary Controls: Barriers, enclosures and fencing, protection of the Work and water

control.3. Construction Facilities: Access roads, parking, progress cleaning, and temporary

buildings.4. Removal: Utilities, facilities, and controls.

B. Related Sections:1. Section 01 7413: Final Cleaning.2. Section 02 4119: Selective Structural Demolition.

1.02 TEMPORARY UTILITIESA. Temporary Electricity:

1. Owner will provide electrical services from existing facilities.2. Furnish and install as necessary temporary wiring, associated equipment and special

power needs. Upon completion of the work, remove all temporary wiring and equipment.3. Furnish and install additional power distribution cords, area distribution boxes so located

that the individual trades may use their own construction-type cords to obtain power andprovide artificial lighting at all points where required by inspectors and for safety.

4. Ascertain where electrical service is available; provide required connections, and extendsystem to work area as required.

5. Periodic lack of electrical power to all or portions of the building shall not be an allowablereason for schedule delay.

6. Temporary Lighting:a. Provide and maintain lighting for construction operations to achieve minimum lighting

level of 2 watts/sq ft. Provide additional lighting for finish work where and whenneeded, or as required by the Contract Documents.1) Provide branch wiring from power source to distribution boxes with lighting

conductors, pigtails and lamps as required.2) Maintain lighting and provide routine repairs.

7. Temporary Heat:a. Provide and pay for heat devices and heat as required to maintain specified

conditions for construction operations. Comply with codes, agencies, and regulationsregarding usage of temporary space heaters.

b. Use of temporary individual propane heaters are not allowed to dry out or heat thebuilding.

8. Temporary Ventilation:a. Ventilate enclosed areas to:

1) Assist cure of materials.2) Dissipate humidity.3) Prevent accumulation of dust, fumes, vapors, or gases.4) Provide local exhaust ventilation to prevent harmful dispersal of hazardous

substances into atmosphere at all times.9. Temporary Telephone and Internet Service:

a. Provide, maintain and pay for telephone service and Internet on dedicated lines, tofield office at time of project mobilization.1) Toll calls paid by party making call.2) Equip phone with answering machine.




01 5000 - 2

3) Maintain services from start of work through building occupancy.B. Temporary Water Service:

1. Water service will be available for contractor’s use at the building site. Contractor shall beprudent about use and coordinate with building managers. Contractors are required toprovide their own means of water distribution to suit their requirements.

2. Do not allow existing or new drains to become clogged with construction debris, plaster,paint, glues or other substances – either during the demolition phase or the newconstruction phase.

3. Contractor to provide water and water truck for dust control.4. Temporary Sanitary Facilities:

a. Provide and maintain adequate number of required facilities and enclosures for use ofall persons and trades employed on Work during construction period.1) Toilet facilities.2) Washing facilities.

5. Temporary First Aid Facilities: Provide adequate first aid facilities for constructionpersonnel.

6. Temporary Fire Protection:a. Take all precautions to prevent possibility of fire resulting from construction

operations. Particularly avoid hazardous accumulations of rubbish and unsecuredflammable materials.

b. Provide emergency fire extinguishing equipment of adequate type and quantity,readily available and properly maintained.

c. Keep local Fire Department's telephone number prominently displayed neartelephone.

1.03 TEMPORARY CONTROLSA. Barriers and Fencing

1. Provide barriers to prevent unauthorized entry to construction areas and to protect existingfacilities and adjacent properties from damage from construction operations.

2. Provide barricades and covered walkways required by governing authorities for publicrights-of-way.

3. Protect non-owned vehicular traffic, stored materials, site and structures from damage.4. Provide temporary commercial grade chain link fencing at the limits of construction for the

duration of the project, until Project has been accepted or occupied by Owner. Maintainsite fencing as needed and equip with vehicular gates with locks.

B. Water Control:1. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain

pumping equipment.2. Protect site from puddling or running water. Provide water barriers as required to protect

site from soil erosion.3. Exercise care in cleaning out equipment, etc., so as to prevent materials from clogging

catch basins and yard drains.4. Maintain during construction and leave all drainage items clean and in proper working

condition.5. Maintain public streets daily. Clean and remove any dirt, mud or debris.

C. Dust Control:1. Utilize water application or other methods approved by the Oregon Department of

Environmental Quality to control dust on access roads and the project site to thesatisfaction of the Owner and the Architect. Maintain dust control operation to preventflying dust from leaving the project site. Use power sweepers for street cleaning asnecessary.

2. Vacuum clean interior surfaces of building prior to start of finish painting.3. Continue vacuum cleaning on as-needed basis until building is ready for Substantial

Completion or Occupancy.




01 5000 - 3

D. Pollution Control:1. Burning or burying of rubbish and waste materials on Site is prohibited. Provide dump box

for collection of waste materials.2. Disposal of volatile fluid wastes (such as mineral spirits, oil or paint thinner) in storm or

sanitary sewer systems is prohibited.a. Keep Site and surrounding areas clear of accumulations of waste material and

rubbish resulting from operations under this Contract. Remove waste from Siteimmediately upon completion of Work. Do not allow any debris or rubbish to drift onto play fields or neighboring properties.

E. Protection of Installed Work:1. Protect installed Work and provide special protection where specified in individual

specification Sections.2. Provide temporary and removable protection for installed products. Control activity in

immediate work area to minimize damage.3. Provide and maintain temporary shoring and lateral bracing of structure during erection to

resist all loads including:a. Windb. Seismicc. Constructiond. Materialse. Moving equipmentf. Do not remove temporary bracing and shoring until adequate permanent connections

or structural elements are in final position and positively anchored.g. Provide protective coverings at walls, projections, jambs, sills and soffits of openingsh. Protect finished floors, stairs and other surfaces from traffic, dirt, wear, damage or

movement of heavy objects, by protecting with durable sheet materials such asTyvek.

i. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity isnecessary, obtain recommendations for protection from waterproofing or roofingmaterial manufacturer.

j. Prohibit traffic from landscaped areas.F. Vegetation Damage Control:

1. Protect all existing trees to remain on site from foliage, trunk, and root damage.2. Provide barricades and maintain same around all trees, shrubs or other landscaped areas

adjacent to work of this Contract to protect such areas from damage of any nature causedby construction operations.

3. Replace any plantings damaged or destroyed with plants of equivalent size, type andnature as approved by Architect.

G. Exterior Enclosures:1. Provide temporary weather tight closure of exterior openings to accommodate acceptable

working conditions and protection of Products, to allow for temporary heating andmaintenance of required ambient temperatures identified in individual specificationSections, and to prevent entry of unauthorized persons.

H. Provide access doors with self-closing hardware and locks.1. Provide temporary roofing as required.

I. Interior Enclosures:1. Provide temporary partitions and ceilings as required to separate work areas from owner

occupied areas, to prevent penetration of dust and moisture into Owner occupied areas,and to prevent damage to existing materials and equipment.

2. Construction: Framing and reinforced polyethylene sheet materials with closed joints andsealed edges at intersections with existing surfaces in accordance with ASTM E90(maximum Flame Spread Rating of 75) and in accordance with ASTM E84.

J. Security:




01 5000 - 4

1. Provide security and facilities to protect Work from unauthorized entry, vandalism or theft.2. Provide temporary locks at all exterior doors after building is enclosed.3. Coordinate with Owner’s Security program.

1.04 CONSTRUCTION FACILITIESA. Access Roads

1. Construct and maintain temporary access to public thoroughfares to serve constructionarea.

2. Relocate as Work progress requires. Provide detours necessary for unimpeded trafficflow.

3. Provide and maintain access to fire hydrants, free of obstructions.4. Provide means of removing mud from vehicle wheels before entering streets. Any dirt,

mud or other debris tracked onto streets must be removed immediately.a. Provide barricades, warning signs, flagmen or other traffic regulators which may

become necessary for protection of public, construction personnel and property.B. Parking:

1. Arrange for temporary parking areas to accommodate construction personnel, projectvisitors and Owner's Employees.

2. When site space is not adequate, provide additional off-site parking as allowed by theAuthority Having Jurisdiction.a. Do not allow construction personnel vehicle or equipment parking on existing

pavement.b. Designate adequate parking spaces for the Owner and Architect and their

representatives during on-site visits.C. Progress Cleaning:

1. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean andorderly condition.

2. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces and otherclosed or remote spaces prior to enclosing the space.

3. Broom and vacuum clean interior areas prior to the start of surface finishing and continuecleaning to maintain a dust-free space during the finishing operations.

4. Remove waste materials, debris, and rubbish from site periodically and dispose off-site.D. Project Identification:

1. Provide one 4 x 8 foot project sign of MDO exterior grade plywood and wood frameconstruction, painted with exhibit lettering by professional sign painter to Architect's designand colors. Design supports, framing and surfaces to resist a minimum of 50 mph windvelocity.

2. List title of project and logo, names of Owner, Architect, and Contractor as defined by theArchitect's design.

3. Erect on the site at location established by the Construction Program Manager.a. Comply with requirements of authorities having jurisdiction.b. Obtain and pay for any required permits.

1) No other signs will be allowed without the Owner's permission except thosesigns required by law.

E. Field Offices and Sheds:1. General: Furnish and install field office building(s) adequate in size and accommodation

for all Contractor's offices, superintendent's office, supply room and tool room.2. The above referenced facilities shall be completed in total and fully operational for use not

later than ten (10) days after mobilization by the Contractor.3. Sheds: Provide the following facilities in temporary buildings used for material and

equipment storage:a. Ventilation: Where required for materials being stored.b. Fire Extinguisher: One ABC type portable fire extinguisher.c. Temperatures: As required for materials being stored.




01 5000 - 5

F. Temporary Vertical Transportation:1. Provide and maintain all essential temporary vertical transportation for use of all persons

and trades employed on Work during construction. Be responsible for all costs incurred.1.05 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS

A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior toSubstantial Completion inspection.

B. Clean and repair damage caused by installation or use of temporary work.C. Restore Owner's property, and adjacent private and public property damages or used during

construction, to original condition. Restore permanent facilities used during construction tospecified condition.


END OF SECTION




01 5000 - 6



TRAFFIC CONTROL01 5526 - 1

SECTION 01 5526TRAFFIC CONTROL

PART 1 - GENERAL1.01 SUMMARY

A. The provisions of the General Conditions and the Supplementary General Conditions shall beincluded by reference and considered a part of this Section.

1.02 DESCRIPTION OF THE WORKA. The Contractor shall retain the responsibility for the traffic operations. The Contractor shall

cooperate with the Owner so that traffic flow is least impeded by the execution of the work underthis Contract. In the event of conflict, the Owner shall be the sole judge of the adequacy of theContractor's protective measures to assure the flow of traffic.

B. The Contractor understands the special requirement of maintaining the Site and surroundingFacilities in full operation concurrent with the construction activity, and shall provide continuousand safe access by the Owner to all areas of the site not specifically designated for work by thecontractor. The Contractor's access shall be limited to the work, staging, delivery and parkingareas indicated on the drawings unless otherwise authorized by the Owner.

C. Whenever the contractor's activity affects vehicular or pedestrian traffic the Contractor shallinstall and maintain lighted barriers, signals, separators, etc. for the safety of the public.

1.03 SUBMITTALSA. Prior to starting any work the contractor shall submit to the Owner and Architect a detailed plan

of his proposed method for controlling traffic. The proposed traffic control plan shall show anddescribe the proposed locations and time durations covering the following:1. Vehicular traffic routing.2. Traffic blockage anticipated to be caused by the work under this Contract.

1.04 TRAFFIC MAINTENANCE FACILITIESA. Other than as shown on the approved traffic control plans, at no time shall the contractor's

operations interfere with the safe and orderly operation of Owner occupied areas of the facilityor the neighborhood. Encroachment by the Contractor's operations will not be permitted.

B. For the duration of the Contract, the Contractor shall immediately repair or replace any and allappurtenances damaged or destroyed in the performance of work included herein.

C. Upon completion of the work, temporary traffic maintenance items furnished by the contractorshall remain his property and shall be removed from the site by the Contractor.

D. The Contractor shall utilize water application or other methods approved by the OregonDepartment of Environmental Quality to control dust on access streets and the project site tothe satisfaction of the Owner and Architect. Power sweepers shall be used to clean streets ofdirt along haul routes.

PART 2 – PRODUCTS - NOT USEDPART 3 – EXECUTION - NOT USED.

END OF SECTION



TRAFFIC CONTROL01 5526 - 2



TEMPORARY EROSION ANDSEDIMENT CONTROL

01 5713 - 1

SECTION 01 5713TEMPORARY EROSION AND SEDIMENT CONTROL


A. Prevention of erosion due to construction activities.B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers

due to construction activities.C. Restoration of areas eroded due to insufficient preventive measures.D. Compensation of Owner for fines levied by authorities having jurisdiction due to non-compliance

by Contractor.1.02 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.END OF SECTION



TEMPORARY EROSION ANDSEDIMENT CONTROL

01 5713 - 2



CLEANING01 7413 - 1

SECTION 01 7413CLEANING

PART 1 GENERAL1.01 GENERAL REQUIREMENTS

A. Work included: Throughout the construction period, maintain the project site where work iscarried out in a standard of cleanliness as described in this section.

B. Related work described elsewhere: In addition to standards described in this Section, complywith all requirements for cleaning as described in other various Sections of these Specifications.

1.02 QUALITY ASSURANCEA. Inspection: Conduct daily inspection, and more often if necessary, to verify that requirements of

cleanliness are being met.B. Codes and Standards: In addition to the standard described in this section, comply with all

pertinent requirements of governmental agencies having jurisdiction.PART 2 PRODUCTS2.01 CLEANING MATERIALS AND EQUIPMENT

A. Provide all required personnel, equipment, and materials needed to maintain specified standardof cleanliness.

PART 3 EXECUTION3.01 PROGRESS CLEANING

A. General:1. Retain all stored items in an orderly arrangement allowing maximum access, not impeding

drainage or traffic, and providing the required protection of materials.2. Do not allow the accumulation of scrap, debris, waste material, and other items not

required for construction of this Work.3. Provide adequate storage for all items, awaiting removal from the job site, observing all

requirements for fire prevention and protection of the ecology.4. Comply with the cleaning requirements of other sections in the Project Manual.

B. Site:1. Weekly, and more often if necessary, inspect all arrangements of materials stored on the

site; restack, tidy, or otherwise service. All arrangements to meet the requirements ofparagraph 3.01, A.1. above.

2. Maintain the site in a neat and orderly condition at all times to the satisfaction of theConstruction Program Manager.

3.02 DUST CONTROLA. Maintain continuous cleaning and wetting procedures to control dust pollution at project site and

haul routes as required by governing authorities and the Contract Documents. Use powersweepers for street cleaning.

B. Schedule cleaning so that resultant dust and contaminants will not fall on wet or newly coatedsurfaces.

C. Erect dust proof barriers at the interior of building to control the spreading of constructiongenerated dust and debris to areas of the building not affected by renovation work.

D. Provide dampened walk-off mats at dust proof barriers that are also used to access other areasof the building to prevent tracking of dust and debris to areas of the building not affected byrenovation work. Provide progress cleaning as required.

3.03 CLOSEOUT CLEANINGA. Closeout cleaning shall be limited to those areas in which construction occurred and also the

on-site sanitary facilities used by the contractor.



CLEANING01 7413 - 2

B. Provide final cleaning of Work prior to Final Inspection at time indicated. Employ experiencedworkers or professional cleaners for final cleaning. Clean each surface or unit of work tocondition expected from normal commercial building cleaning and maintenance program. Comply with manufacturer's recommendations. Complete following cleaning operations beforerequesting Owner review for Certification of Substantial Completion:1. Clean equipment and fixtures to sanitary condition.2. Clean or replace filters of operating equipment.3. Clean debris from roofs, gutters, downspouts, and drainage systems.4. Clean mechanical and electrical equipment and spaces, including tops of pipes, ducts,

equipment, etc.5. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign

matter from sight exposed interior and exterior surfaces.6. Hose-clean exterior paved surfaces, rake clean other surfaces of grounds.7. Re-clean areas or equipment, after final inspection, if dirtied as result of Contractor's work

in preparing for final inspection or completion of punchlist.8. Restore landscape damaged as a result of construction of this project including removal of

ruts caused by vehicle traffic, removal of construction debris, replacement of damaged orcontaminated soils and mulches, reseeding of damaged lawns, restoration of sidewalks orpathways damaged during construction and other landscaping repairs required as a resultof construction activity as directed by the Owner’s Representative.

C. Removal of protection: Except as otherwise indicated or requested by Owner, removetemporary protection devices and facilities which were installed during course of Work to protectpreviously completed Work during remainder of construction period or to protect public.

D. Compliance:1. Comply with safety standards and governing regulations for cleaning operations.2. Do not burn waste materials at Site.3. Do not bury debris or excess materials on Owner's property.4. Do not discharge volatile or other harmful or dangerous materials into drainage systems.5. Remove waste materials from Site and dispose of in lawful manner.

END OF SECTION



CONSTRUCTION WASTEMANAGEMENT AND DISPOSAL

01 7419 - 1

SECTION 01 7419CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 GENERAL1.01 WASTE MANAGEMENT REQUIREMENTS

A. Owner requires that this project generate the least amount of trash and waste possible.B. Employ processes that ensure the generation of as little waste as possible due to error, poor

planning, breakage, mishandling, contamination, or other factors.C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as

economically feasible.D. Required Recycling, Salvage, and Reuse: The following may not be disposed of in landfills or

by incineration:1. Aluminum and plastic beverage containers.2. Corrugated cardboard.3. Wood pallets.4. Clean dimensional wood.5. Land clearing debris, including brush, branches, logs, and stumps; see Section 31 1000 -

Site Clearing for use options.6. Concrete: May be crushed and used as riprap, aggregate, sub-base material, or fill.7. Bricks: May be used on project if whole, or crushed and used as landscape cover,

sub-base material, or fill.8. Metals, including packaging banding, metal studs, sheet metal, structural steel, piping,

reinforcing bars, door frames, and other items made of steel, iron, galvanized steel,stainless steel, aluminum, copper, zinc, lead, brass, and bronze.

9. Glass.10. Gypsum drywall and plaster.11. Plastic buckets.12. Paint.13. Plastic sheeting.14. Rigid foam insulation.15. Windows, doors, and door hardware.16. Mechanical and electrical equipment.17. Acoustical ceiling tile and panels.

E. Contractor shall submit periodic Waste Disposal Reports; all landfill disposal, incineration,recycling, salvage, and reuse must be reported regardless of to whom the cost or savingsaccrues; use the same units of measure on all reports.

F. Methods of trash/waste disposal that are not acceptable are:1. Burning on the project site.2. Burying on the project site.3. Dumping or burying on other property, public or private.4. Other illegal dumping or burying.

G. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatoryrequirements, including but not limited to Federal, state and local requirements, pertaining tolegal disposal of all construction and demolition waste materials.

1.02 RELATED REQUIREMENTSA. Section 01 3000 - Administrative Requirements: Additional requirements for project meetings,

reports, submittal procedures, and project documentation.B. Section 01 5000 - Temporary Facilities and Controls: Additional requirements related to

trash/waste collection and removal facilities and services.C. Section 01 6000 - Product Requirements: Waste prevention requirements related to delivery,

storage, and handling.




01 7419 - 2

D. Section 01 7000 - Execution and Closeout Requirements: Trash/waste prevention proceduresrelated to demolition, cutting and patching, installation, protection, and cleaning.

E. Section 31 1000 - Site Clearing: Handling and disposal of land clearing debris.1.03 DEFINITIONS

A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.B. Construction and Demolition Waste: Solid wastes typically including building materials,

packaging, trash, debris, and rubble resulting from construction, remodeling, repair anddemolition operations.

C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity,toxicity or reactivity.

D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility,corrosivity, toxicity, or reactivity.

E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period ofexposure.

F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle andremanufactured into a new product for reuse by others.

G. Recycle: To remove a waste material from the project site to another site for remanufactureinto a new product for reuse by others.

H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and otherdiscarded materials for the purpose of using the altered form. Recycling does not includeburning, incinerating, or thermally destroying waste.

I. Return: To give back reusable items or unused products to vendors for credit.J. Reuse: To reuse a construction waste material in some manner on the project site.K. Salvage: To remove a waste material from the project site to another site for resale or reuse by

others.L. Sediment: Soil and other debris that has been eroded and transported by storm or well

production run-off water.M. Source Separation: The act of keeping different types of waste materials separate beginning

from the first time they become waste.N. Toxic: Poisonous to humans either immediately or after a long period of exposure.O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged.P. Waste: Extra material or material that has reached the end of its useful life in its intended use.

Waste includes salvageable, returnable, recyclable, and reusable material.1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Submit Waste Management Plan within 10 calendar days after receipt of Notice of Award of Bid,

or prior to any trash or waste removal, whichever occurs sooner; submit projection of all trashand waste that will require disposal and alternatives to landfilling.

C. Waste Disposal Reports: Submit at specified intervals, with details of quantities of trash andwaste, means of disposal or reuse, and costs; show both totals to date and since last report.1. Submit updated Report with each Application for Progress Payment; failure to submit

Report will delay payment.2. Submit Report on a form acceptable to Owner.3. Landfill Disposal: Include the following information:

a. Identification of material.b. Amount, in tons or cubic yards (cubic meters), of trash/waste material from the project

disposed of in landfills.




01 7419 - 3

c. State the identity of landfills, total amount of tipping fees paid to landfill, and totaldisposal cost.

d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity andcost.

4. Incinerator Disposal: Include the following information:a. Identification of material.b. Amount, in tons or cubic yards (cubic meters), of trash/waste material from the project

delivered to incinerators.c. State the identity of incinerators, total amount of fees paid to incinerator, and total

disposal cost.d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and

cost.5. Recycled and Salvaged Materials: Include the following information for each:

a. Identification of material, including those retrieved by installer for use on otherprojects.

b. Amount, in tons or cubic yards (cubic meters), date removed from the project site,and receiving party.

c. Transportation cost, amount paid or received for the material, and the net total cost orsavings of salvage or recycling each material.

d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity andcost.

e. Certification by receiving party that materials will not be disposed of in landfills or byincineration.

6. Material Reused on Project: Include the following information for each:a. Identification of material and how it was used in the project.b. Amount, in tons or cubic yards (cubic meters).c. Include weight tickets as evidence of quantity.

7. Other Disposal Methods: Include information similar to that described above, asappropriate to disposal method.

PART 2 PRODUCTS - NOT USEDPART 3 EXECUTION3.01 WASTE MANAGEMENT PROCEDURES

A. See Section 01 3000 for additional requirements for project meetings, reports, submittalprocedures, and project documentation.

B. See Section 01 5000 for additional requirements related to trash/waste collection and removalfacilities and services.

C. See Section 01 6000 for waste prevention requirements related to delivery, storage, andhandling.

3.02 WASTE MANAGEMENT PLAN IMPLEMENTATIONA. Manager: Designate an on-site person or persons responsible for instructing workers and

overseeing and documenting results of the Waste Management Plan.B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each

subcontractor, Owner, and Architect.C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling,

salvage, reuse, and return methods to be used by all parties at the appropriate stages of theproject.

D. Meetings: Discuss trash/waste management goals and issues at project meetings.1. Prebid meeting.2. Preconstruction meeting.3. Regular job-site meetings.




01 7419 - 4

E. Facilities: Provide specific facilities for separation and storage of materials for recycling,salvage, reuse, return, and trash disposal, for use by all contractors and installers.1. Provide containers as required.2. Provide adequate space for pick-up and delivery and convenience to subcontractors.3. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to

avoid contamination of materials.F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable

regulations.G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products

in order to prevent contamination of materials and to maximize recyclability of identifiedmaterials. Arrange for timely pickups from the site or deliveries to recycling facility in order toprevent contamination of recyclable materials.

H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation forreuse.

I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site.END OF SECTION



CONTRACT CLOSEOUT01 7800 - 1

SECTION 01 7800CONTRACT CLOSEOUT

PART 1 GENERAL1.01 SUMMARY

A. Section Includes:1. Description of Requirements.2. Closeout Procedures.3. Record Document Submittals.4. Final Cleaning.5. System Start-Up.6. Testing.7. Training.8. Adjusting and Balancing.9. Operation and Maintenance Data.10. Warranties and Bonds.11. Spare Parts and Maintenance Materials.12. Prerequisites to Substantial Completion.13. Prerequisites to Final Acceptance.

1.02 RELATED SECTIONS:A. Section 01 1000 - Summary of Work: Scope of Work.B. Section 01 7839 - Record Documents: Closeout submittals.

1.03 DESCRIPTION OF REQUIREMENTSA. Definitions: Project Closeout is the terminology used to describe certain collective project

requirements, indicating completion of Work, that shall be fulfilled near end of Contract time inpreparation for Final Acceptance and occupancy of Work by the Owner, as well as finalpayment to Contractor and normal termination of Contract.

B. Time of Contract Closeout is directly related to "Substantial Completion"; therefore, time ofcloseout may be either single time period for entire Work or series of time periods for individualelements of Work that have been certified as substantially complete at different dates. Thistime variation, if any, shall be applicable to other provisions of this Section.

1.04 CLOSEOUT PROCEDURESA. Contractor will initiate the close-out period by providing a written statement to the Owner and

Architect stating that the Contract Documents have been reviewed, Work has been inspectedand approved by the Contractor, and that Work is complete in accordance with ContractDocuments and ready for Architect's review.

B. Provide submittals to Architect that are required by governing or other authorities indicating thatall work has been inspected and approved by the appropriate authorities.

C. Submit written request for Final Application for Payment identifying total adjusted Contract Sum,previous payments, and sum remaining due.

1.05 RECORD DOCUMENT SUBMITTALSA. Submit Record Documents in accordance with Specification Section 01 7839.

1.06 FINAL CLEANINGA. Complete final cleaning in accordance with Specification Section 01 7413.

1.07 WARRANTIESA. Submit Warranties in accordance with Specification Section 01 7833

1.08 PREREQUISITES TO SUBSTANTIAL COMPLETIONA. Complete following before requesting Architect's review for certification of Substantial

Completion, either for entire Work or for portions of Work. List known exceptions in request.




1. In progress payment request that coincides with, or is first request following dateSubstantial Completion is claimed, show either 100% completion for portion of Workclaimed as "substantially complete", or list incomplete items, value of incomplete Work,and reason for Work being incomplete.

2. Include supporting documentation for completing Work noted as incomplete as indicated inthese Contract Documents.

3. Submit statement showing accounting of changes to Contract Sum.4. Submit specific warranties, workmanship/maintenance bonds, maintenance agreements,

final certifications and similar documents.5. Deliver tools, spare parts, extra stock of material and similar physical items to Owner

where called out in individual specification sections.6. Complete start-up testing of systems, Performance Periods, and instruction of Owner's

operating and maintenance personnel. Discontinue or change over and remove temporaryfacilities and services from Project Site, along with construction tools and facilitiesmock-ups and similar elements.

7. Complete final cleanup requirements, including touch-up painting of blemished surfaces.8. Test fire and life safety systems in presence of Owner, Architect and official(s) of Authority

Having Jurisdiction.9. Obtain Approvals from Authority Having Jurisdiction as required.10. Complete major punchlist items.11. Contractor shall submit copy of Contractor's Punchlist to Architect, clearly stating that

building is ready for review with exception of items noted in Contractor's Punchlist.B. Review procedure: Upon receipt of Contractor's request for review, Architect will either proceed

with review or advise Contractor of unfulfilled prerequisites.C. Following initial review, Architect will either prepare Certificate of Substantial Completion or will

advise Contractor of Work that must be performed before Certificate will be issued.D. Results of completed review will form initial "punchlist" for final acceptance.

1.09 FINAL INSPECTIONA. When Contractor considers Work complete, he shall submit written certification that:

1. Contract Documents have been reviewed.2. Contractor has inspected Work for compliance with Contract Documents.3. Work has been completed in accordance with Contract Documents.4. The Project, properties, and streets are finally cleaned of debris and dirt caused by

Contractor operations.5. Work is complete and ready for final inspection.

B. Architect will inspect Work to verify completion status as soon as possible after receipt ofContractor's certification.

C. Should Architect consider Work incomplete or defective:1. Architect will promptly notify Contractor and Owner in writing, listing incomplete or

defective work.2. Contractor shall immediately remedy deficiencies, and send second written certification to

Architect that Work is complete.3. Architect will reinspect Work.

D. When Architect and Owner find Work acceptable under Contract Documents, they will jointlyrequest Contractor to make closeout submittals.

1.10 REINSPECTION FEESA. Should Architect be required to make more than two Substantial inspections or one Final

inspection due to Contractor's failure to correct specified deficiencies, the Contractor shall bearall costs (including compensation for the Architect's and Construction Program Manager'sadditional services) made necessary thereby.




1.11 EVIDENCE OF PAYMENTS AND RELEASE OF LIENSA. Contractor shall submit to the Owner the following:

1. Contractor's Affidavit of Payment of Debt and Claims (AIA Documents G706, or similarform approved by the Owner).

2. Contractor's Affidavit of Release of Liens (AIA Documents G706A or similar form approvedby the Owner) including the following:a. Contractor's Release or Waiver of Liens.b. Separate releases or Waivers of Lien for each Subcontractor, supplier, and others

with lien rights against Owner's property, together with list of those parties.B. Duly sign and execute all submittals, before delivery to Owner.

1.12 FINAL ADJUSTMENT OF ACCOUNTSA. Submit final statement of accounting to the Owner, including the following:

1. Original Contract Sum.2. Additions and deductions resulting from:

a. Previous Change Orders.b. Deductions for incomplete Work. (if any)c. Deductions for Liquidated Damages. (if any)d. Deductions for Reinspection Payments (if any)

3. Total Contract Sum, as adjusted.4. Previous Payments5. Sum remaining due.

B. The Owner will prepare and issue final Change Order, reflecting approved adjustments toContract Sum not previously made by Change Orders.

1.13 FINAL APPLICATION FOR PAYMENTA. Follow procedures specified in General and Supplementary General Conditions.


END OF SECTION



RECORD DOCUMENTS01 7839 - 1

SECTION 01 7839RECORD DOCUMENTS

PART 1 GENERAL1.01 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Shop Drawings, Product Data, and Samples: Section 01 33001.02 MAINTENANCE OF DOCUMENTS

A. Maintain at job site, one copy of:1. Contract Drawings2. Specifications3. Addenda4. Approved Submittal data5. Change Orders6. Requests for Information (RFI's)7. Requests for Proposal (RFP’s)8. Other Modifications to Contract9. Field Test Records10. Truck tickets for all imported material11. Current Construction Schedule12. Record drawings

B. Store Documents in approved location, apart from documents used for construction.C. Maintain documents in clean, dry, legible condition.D. Do not use record documents for construction purposes.E. Make documents available at all times for inspection by Owner and Architect.F. Record documents must be updated with all required information prior to approval of application

for payment.1.03 RECORDING

A. In addition to copies of Contract Documents to be furnished by Owner, the Owner will furnishthe Contractor one (1) complete set of new prints of Contract Drawings. The Contractor and/orSubcontractors under his direction shall record on set of clean, new prints each and everychange that is made from general drawings at time it is made. This includes any changes thatare made in partitions, doors, or otherwise in arrangement of construction of buildings as well asa complete record of exact manner in which electrical and mechanical work, piping, etc., areinstalled. Dimensions shall be included where necessary to accurately locate piping and otheritems that will be concealed underground or in finished building that may later be necessary toservice.

B. Contract Drawings: Legibly mark to record actual construction:1. Horizontal and vertical location of underground utilities and appurtenances referenced to

permanent surface improvements.2. Field changes of dimensions and detail.3. Changes made by Change Order, RFI, and Shop Drawing variations4. Details not on original Contract Drawings

C. Shop Drawings: Not Required.D. Specifications and Addenda: Legibly mark up each section to record:

1. Changes made by Change Order.2. Other matters not originally specified.

E. Label each document "PROJECT RECORD" in 1/2“ high printed letters.F. Keep record documents current.G. Do not permanently conceal any work until required information has been recorded.




1.04 SUBMITTALA. Upon completion of the Project, and prior to final payment, the Contractor shall submit Project

Record Documents to Architect for approval.B. If not approved by Architect, records of changes shall be revised and resubmitted by the

Contractor.C. Accompany submittal with transmittal letter to Architect containing:

1. Date2. Project title and number3. Contractor's name and address4. Title and number of each record document5. Certification that each document as submitted is complete and accurate.6. Signature of Contractor, or his authorized representative.

D. Do not use Record Documents for construction purposes. Protect from deterioration and loss.1. Owner will monitor Record Documents and compare to Contractor's payment application

on monthly basis.2. Up-to-date Record Documents are prerequisite to Final Acceptance and approval of Final

Payment Request.E. Record Drawings:

1. Maintain record set of blue or black line prints of Contract Drawings and Shop Drawings onwhite paper, in clean, undamaged condition. Accurately indicate depth of all concealedmechanical items, buried piping, locations of cleanouts, etc., from walls and centerlinesutilizing standard industry practice. Provide to acceptance of the completed project onecomplete set of construction documents revised to show "As-Installed" conditions,including addenda and change order items.

2. Mark-up set of Record Drawings to show actual installation where installed work variessubstantially from work as originally shown.

3. Mark whichever Drawing (Contract Drawings or Shop Drawings), most appropriate andmost capable of showing actual "field" condition fully and accurately. Consolidateinformation on complete systems or units of work on minimum number of Drawing Sheetsrequired to properly document changes.

4. Give particular attention to concealed work that would be difficult to measure and record atlater date.a. Mark record set with red erasable pencil and where feasible, use other color to

distinguish between variations in separate categories of Work.b. Show all backing material and other embedded or concealed items required for

installation of future work by Owner.c. Organize Record Drawing sheets into manageable sets, separated by construction

discipline, and bind with durable cover sheet. Print suitable titles, dates and otheridentification on cover of each set.

F. Record Specifications:1. Maintain one complete copy of Project Manual, including Specifications and Addenda, and

one copy of other written Construction Documents such as change orders, supplementalinstructions and similar modifications issued in printed form during construction.

2. Mark these documents to show substantial variations in actual Work performed incomparison with text of Specifications and modifications issued.

3. Note related Record Drawing information and Product Data, where applicable.4. Upon completion of Work, submit Record Specifications to Owner’s Representative for

Owner's records.G. Record Product Data:

1. Maintain one copy of each Product Data submittal approved for Project.2. Mark documents to show significant variations in actual work performed in comparison

with submitted information.




3. Include both variations in products as delivered to Site and variations from manufacturer'sinstructions and recommendations for installation.

4. Give particular attention to concealed products and portions of Work which cannototherwise be readily discerned at later date by direct observation.

5. Note related change orders and markup of Record Drawings and Record Specifications.6. Upon completion of mark-up, and no later than Final Acceptance of the Project, provide

written verification that all Record Product Data has been transmitted to Owner’sRepresentative for Owner's records.

H. Record Sample Submittal:1. Immediately prior to date or dates of Substantial Completion, Contractor shall meet at Site

with Owner to determine which, if any, of submitted Samples that have been maintained byContractor during progress of Work, shall be submitted to Owner for record purposes.

2. Comply with delivery to Owner's designated location.I. Miscellaneous Record Submittals:

1. Refer to other Sections of these Specifications for requirements of miscellaneousrecord-keeping and submittals in connection with actual performance of work.

2. Immediately prior to date or dates of Substantial Completion complete miscellaneousrecords and place in good order, properly identified and bound and filed, ready forcontinued use and reference.

3. Submit for Owner's records.PART 2 PRODUCTS:2.01 NOT USEDPART 3 EXECUTION:3.01 NOT USED

END OF SECTION



AIR QUALITY DURINGCONSTRUCTION

01 8119 - 1

SECTION 01 8119AIR QUALITY DURING CONSTRUCTION

PART 1 – GENERAL1.01 CONTRACT CONDITIONS

A. Work of this section is bound by the Contract Conditions and Division 1, bound herewith, inaddition to this Specification and accompanying Drawings.

1.02 GENERALA. This section includes procedures for achieving an environmentally healthy work product in

keeping with current environmental standards.PART 2 – PRODUCTS2.01 NOT USEDPART 3 – EXECUTION3.01 CONTRACTOR'S RESPONSIBILITIES

A. Prepare and implement an Indoor air Quality (IAQ) Management Plan for the construction andpre-occupancy phases of the building according to SMACNA requirements below. The planmust also include the following: procedures for protection of absorptive materials andremediation plans for absorptive materials that have been damaged; training sessions for allcontractors and subcontractors to ensure they understand and agree to comply with theConstruction IAQ Management Plan requirements; the schedule and sequence of events forHVAC system installation/startup, application of interior coatings and finishes, and installation ofbuilding furnishings; and a description of the building flush-out process.1. 1. Adhere to the methods and procedures outlined in the Construction IAQ

Management Plan during construction and closeout.2. 2. Document compliance with the Construction IAQ Management Plan during

construction.3. 3. Submit certification to the owner at closeout demonstrating compliance with the

Construction IAQ Management Plan requirements.B. During construction the Contractor will meet or exceed the recommended Control Measures of

the Sheet Metal and Air Conditioning Contractors National Association (SMACNA) IAQGuidelines of Occupied Buildings under Construction, 1995, Chapter 3.

C. The Contractor will protect stored on-site or installed absorptive materials from moisturedamage.

D. If permanently installed handlers are used during construction, filtration media with a MinimumEfficiency Reporting Value (MERV) of 8 shall be used at each return air grille, as determined byASHRAE 52.2-1999. Replace all filtration media immediately prior to occupancy.

E. Prohibit smoking inside the building and within 25 feet of building entrances once the building isclosed.

3.02 SMACNA IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION:A. HVAC Protection

1. Protect all air handling and distribution equipment, and air supply and return ducting duringconstruction.

2. Adequately cover and protect all exposed air inlets and outlets openings, grilled, ducts,plenums, etc. to prevent water, moisture, dust, and other contaminate intrusion.

3. Apply protection immediately after installation of equipment and ducting.4. Ducting runs that require more than a single day to install be protected at the end of each

day's work.5. Install air filters with a MERV filtration value of 8, as determined by ASHRAE 52-2-1999,

over all return air grilles.B. Source Control




01 8119 - 2

1. Protect stored on-site or installed absorptive or porous materials such as batt insulationand drywall from exposure to moisture.

2. Do not use wet damaged porous materials in the building.3. Provide adequate ventilation of packaged dry products prior to installation. Remove from

packaging and ventilate in s secure, dry, well-ventilated space free from strongcontaminant sources and residues. Provide a temperature range of 60 degrees Fminimum to 90 degrees F maximum continuously during the ventilation period. Do notventilate within limits of Work unless otherwise approved by the Architect.

4. Route material deliveries and construction waste removal around the exterior of thebuilding, not through it.

C. Pathway Interruption1. The Owner does not plan to occupy the building until construction is complete. Pathway

interruption is not required.D. Housekeeping

1. Minimize accumulation of dust, fumes, vapors, or gases in the building.2. Suppress dust with wetting agents or sweeping compounds.3. Clean-up dust using a wet rag or damp mop.4. Increase the cleaning frequency when dust build-up is noted.5. Remove spills or excess applications of solvent-containing products as soon as possible.

Remove accumulated water and keep work areas as dry as possible.6. Vacuum using HEPA filtered vacuum cleaners.7. Store volatile liquids, including fuels and solvents, in closed containers and outside of the

building when not in use.8. Keep volatile liquid containers closed when the container is inside the building and not in

use.E. Scheduling

1. Schedule for application of interior finishes including timeframes for the application of wetmaterials onto dry materials, dry materials onto wet materials, and expected curing timesfor applied wet materials.

2. Wet materials include all paints, adhesives, sealants, coatings, finishes and spray-appliedmaterials, such as structural fireproofing.

3. Insure that all applied interior finish materials are properly and fully cured before installingother finish materials over them.

4. Install carpets and furnishings after all other interior finish materials have been applied andare fully cured.

5. Provide sufficient ventilation, air circulation and air changes to dissipate excess humiditywhen present.

F. Building Flush Out Procedure1. After construction ends and prior to occupancy and with all interior finishes installed,

Contractor will perform a building flush-out by supplying a total air volume of 14,000 cu. ft.of outdoor air per sq. ft. of floor area while maintaining an internal temperature of at least60 degrees F and relative Humidity no higher than 60%.a. a. Flush-out may begin only after all construction work is completed, including

punch-list items.b. All cleaning should be finalized prior to flush-out.c. Final test and balancing should be completed, and HVAC controls should be

functional.3.03 SUBMISSION REQUIREMENTS

A. In compliance with sustainable design standards, execute and submit the attached CertificationForms.1. The Contractor shall provide a copy of the projects’ Indoor Air Quality (IAQ) Management

Plan.2. Confirm if the permanently installed air handling equipment was used during construction.




01 8119 - 3

3. Provide photos to highlight the implemented construction IAQ practices.4. List all filtration media (manufacturer, model#, MERV rating, location of installed filter)

installed during construction and confirm that each was replaced prior to final occupancy.5. Provide a document confirming that smoking was prohibited inside the building and within

25 feet of building entrances once the building was closed.6. Provide an optional narrative describing any special circumstances or non-standard

approaches taken by the project.7. Provide a narrative describing the project's pre-occupancy flush-out process. Include data

regarding temperature, airflow, and duration of flush-out. Additionally, provide informationregarding special considerations

END OF SECTION




01 8119 - 4



DEMOLITION02 4100 - 1

SECTION 02 4100DEMOLITION


A. Building demolition, excluding removal of hazardous materials and toxic substances.B. Selective demolition of built site elements.C. Abandonment and removal of existing utilities and utility structures.

1.02 RELATED REQUIREMENTSA. Section 01 5000 - Temporary Facilities and Controls: Site fences, security, protective barriers,

and waste removal.B. Section 01 6000 - Product Requirements: Handling and storage of items removed for salvage

and relocation.C. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of

bench marks, survey control points, and existing construction to remain; reinstallation ofremoved products; temporary bracing and shoring.

D. Section 02 6500 - Underground Storage Tank Removal.E. Section 31 2323 - Fill: Fill material for filling holes, pits, and excavations generated as a result

of removal operations.1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition.B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations;

2013.1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.B. Site Plan: Showing:

1. Vegetation to be protected.2. Areas for temporary construction and field offices.3. Areas for temporary and permanent placement of removed materials.

C. Demolition Plan: Submit demolition plan as specified by OSHA and local authorities.1. Indicate extent of demolition, removal sequence, bracing and shoring, and location and

construction of barricades and fences.2. Identify demolition firm and submit qualifications.3. Include a summary of safety procedures.

D. Project Record Documents: Accurately record actual locations of capped and active utilitiesand subsurface construction.

1.05 QUALITY ASSURANCEA. Demolition Firm Qualifications: Company specializing in the type of work required.

1. Minimum of ten years of documented experience.PART 2 PRODUCTS 2.01 MATERIALS

A. Fill Material: As specified in Section 31 2323 - Fill.PART 3 EXECUTION3.01 SCOPE

A. Remove the entire building designated "Harding Learning Center".




B. Remove paving,curbs and site improvements within the area described by the Limits of Work onthe drawings, and as required to accomplish new work.

C. Within area of new construction, remove foundation walls and footings to a minimum of threefeet (900 mm) below finished grade.

D. Outside area of new construction, remove foundation walls and footings to a minimum of 2 feet(600 mm) below finished grade.

E. Remove concrete slabs on grade within construction limits indicated on drawings.F. Remove underground tanks.G. Remove fences and gates.H. Remove other items indicated, for salvage, relocation, and recycling.I. Fill excavations, open pits, and holes in ground areas generated as result of removals, using

specified fill; compact fill as specified in Section 31 2200.3.02 GENERAL PROCEDURES AND PROJECT CONDITIONS

A. Comply with applicable codes and regulations for demolition operations and safety of adjacentstructures and the public.1. Obtain required permits.2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be

removed; do not allow worker or public access within range of potential collapse ofunstable structures.

3. Provide, erect, and maintain temporary barriers and security devices.4. Conduct operations to minimize effects on and interference with adjacent structures and

occupants.5. Do not close or obstruct roadways or sidewalks without permit.6. Conduct operations to minimize obstruction of public and private entrances and exits; do

not obstruct required exits at any time; protect persons using entrances and exits fromremoval operations.

7. Obtain written permission from owners of adjacent properties when demolition equipmentwill traverse, infringe upon or limit access to their property.

B. Do not begin removal until receipt of notification to proceed from Owner.C. Protect existing structures and other elements that are not to be removed.

1. Provide bracing and shoring.2. Prevent movement or settlement of adjacent structures.3. Stop work immediately if adjacent structures appear to be in danger.

D. Partial Removal of Paving and Curbs: Neatly saw cut at right angle to surface.E. Underground Storage Tanks: Remove and dispose of as specified in Section 02 6500.

3.03 EXISTING UTILITIESA. Coordinate work with utility companies; notify before starting work and comply with their

requirements; obtain required permits.B. Protect existing utilities to remain from damage.C. Do not disrupt public utilities without permit from authority having jurisdiction.D. Do not close, shut off, or disrupt existing life safety systems that are in use without at least 7

days prior written notification to Owner.E. Do not close, shut off, or disrupt existing utility branches or take-offs that are in use without at

least 3 days prior written notification to Owner.F. Locate and mark utilities to remain; mark using highly visible tags or flags, with identification of

utility type; protect from damage due to subsequent construction, using substantial barricades ifnecessary.




G. Remove exposed piping, valves, meters, equipment, supports, and foundations of disconnectedand abandoned utilities.

3.04 DEBRIS AND WASTE REMOVALA. Remove debris, junk, and trash from site.B. Leave site in clean condition, ready for subsequent work.C. Clean up spillage and wind-blown debris from public and private lands.

END OF SECTION



UNDERGROUND STORAGETANK REMOVAL

02 6500 - 1

SECTION 02 6500UNDERGROUND STORAGE TANK REMOVAL


A. Removal and disposal of underground storage tanks and connected piping.B. Cleaning and vapor freeing of tanks.C. Fuel removal.D. Temporary containment of excavated soil.E. Testing soils for contamination.F. Disposal of contaminated soil.G. Water disposal.H. Providing reports required by regulatory agencies.I. Backfilling.

1.02 RELATED REQUIREMENTSA. Section 01 7000 - Execution and Closeout Requirements: Dewatering of excavations and water

control.B. Section 31 2323 - Fill: Fill materials, filling, and compacting.

1.03 PRICE AND PAYMENT PROCEDURESA. See Section 01 2200 - Unit Prices, for general requirements applicable to unit prices related to

removal and disposal of underground storage tanks.B. Unit Prices: Assume for bidding purposes that concrete slabs, bituminous pavement, soil and

water encountered during the removal of the underground tanks are contaminated with JP-5fuel oil and diesel fuel and shall be handled as specified herein.1. Payment for removal from temporary stockpile and disposal of contaminated soil and

furnishing clean soil shall be paid for at the contract unit price per cubic yard (cubic meter).2. Bituminous pavement and concrete slabs shall be washed and disposed of as demolition

debris. Wash water shall be collected and stored.3. Disposal of contaminated water shall be paid for at the contract unit price per liter (gallon).

1.04 REFERENCE STANDARDSA. API RP 1604 - Closure of Underground Petroleum Storage Tanks; 1996 (R2010).B. API PUBL 1628 - Guide to the Assessment and Remediation of Underground Petroleum

Releases; 1996.C. ASTM D4397 - Standard Specification for Polyethylene Sheeting for Construction, Industrial,

and Agricultural Applications; 2016.D. 29 CFR 1910 - Occupational Safety and Health Standards; current edition.E. 29 CFR 1910.38 - Emergency action plans; current edition.F. 29 CFR 1910.134 - Respiratory protection; current edition.G. 40 CFR 280 - Technical Standards and Corrective Action Requirements for Owners and

Operators of Underground Storage Tanks; current edition.H. COE EM-385-1-1 - Safety and Health Requirements Manual; 2008.I. EPA SW-846 - Test Methods for Evaluating Solid Waste, Physical/Chemical Methods; Current

Edition.J. EPA 600-4-790-20 - Methods for Chemical Analysis of Water and Wastes; 1983.

1.05 SUBMITTALSA. See Section 01 3000 - Administrative Requirements, for submittal procedures.




02 6500 - 2

B. Site Safety and Health Plan: Describe safety and health plan and procedures as related tounderground tank removal and pipe removal, and as related to operations associated withpetroleum contaminated soils and water.

C. Excavation and Material Handling Plan: Describe methods, means, equipment, sequence ofoperations and schedule to be employed in excavation, transport, handling, and stockpiling ofsoil during underground tank removal.1. Submit to Architect fifteen days before beginning tank removal work.2. Include a material handling plan that describes phases of dealing with the contaminated

soil and water as it relates to the proposed tank and piping removal.3. Include methods of excavating, a material handling plan for the contaminated material, soil

testing requirements, safety precautions and requirements, and water pumping andcollection requirements.

D. Field Sampling and Laboratory Testing Plan: Describe field sampling methods and qualitycontrol procedures.1. Identify laboratory and laboratory methods to be used for contamination testing. 2. Sample reports shall show sample identification for location, date, time, sample method,

contamination level, name of individual sampler, identification of laboratory, and qualitycontrol procedures.

E. Tank and Piping Removal and Disposal Plan: Describe methods, means, sequence ofoperations, and schedule to be employed in the testing, pumping, cleaning, de-vaporizing,inspecting, removal, and disposal of underground storage tanks and piping.

F. Spill and Discharge Control Plan: Describe procedures and plan related to potential spills anddischarge of contaminated soils and water.

G. Reports:1. Identification of tanks removed and disposed of, including site map showing location of

tank and piping.2. Closure report. Incorporate reports, records, and data into a single binder with the title

"SITE ASSESSMENT REPORT" on the cover of the binder.3. Laboratory testing reports, including location of soil excavated and associated OVA/FID

(organic vapor analyzer/flame ionization device) readings, and sampling and test resultsfor:a. TPH (total petroleum hydrocarbons).b. BTEX (benzene, toluene, ethylbenzene, and xylene).c. TCLP (toxicity characteristic leaching procedure); if BTEX indicates gasoline, then

provide TCLP.H. Record Documents:

1. Building permit, inspection permits, and other permits required for underground tankremoval.

2. Results of excavation, including sketch showing location of underground storage tank,sampling locations, and extent of excavation.

3. Tank disposal paperwork, such as copy of UST Notification Form and method ofconditioning tank for disposal.

4. Contaminated soil disposal paperwork, such as laboratory testing reports.5. Contaminated water disposal paperwork, such as laboratory testing results.

1.06 QUALITY ASSURANCEA. Perform work in accordance with local, state, and federal regulations and 40 CFR 280.B. Qualifications: Prior to start of work, submit documentation of recent experience and resumes

of personnel working on the project.1. Data shall indicate that tank removal contractor, subcontractors, and personnel employed

on the project have been engaged in removal, transportation, and disposal of undergroundtanks and associated piping, are familiar with and shall abide with the following:a. 40 CFR 280 and State and local regulations and procedures.




02 6500 - 3

b. Applicable safety rules and regulations.c. Use of equipment and procedures for testing and vapor-freeing tanks.d. Handling and disposal of types of wastes encountered in underground tank and pipe

removal including disposal of underground tanks and associated piping.e. Excavation, testing, and disposal of petroleum contaminated soils, liquids, and sludge.f. Provide documentation that tank removers are certified if locality of project has this

requirement.2. Furnish the name and qualifications of the proposed Site Safety and Health Officer, based

on education, training, and work experience.C. References: Furnish data proving experience on at least three prior projects that included types

of activities similar to those in this project. Provide project titles, dates of projects, owners ofprojects, point of contact for each project, and phone numbers of each point of contact.

PART 2 PRODUCTS 2.01 MATERIALS

A. Plastic Sheeting: ASTM D4397.PART 3 EXECUTION3.01 PREPARATION FOR TANK REMOVAL AND DISPOSAL

A. Site Safety And Health Plan (SSHP): Furnish safety, health, and accident prevention provisionsand develop a Site Safety and Health Plan (SSHP).1. The SSHP shall incorporate the requirements of 29 CFR 1910 and COE EM-385-1-1.

B. Site Safety And Health Officer: Identify an individual to serve as the Site Safety and HealthOfficer (SSHO) who is a Certified Industrial Hygienist (CIH). 1. The SSHO CIH shall report problems and concerns regarding health and safety to the

Architect. 2. The SSHO CIH shall have a working knowledge of local and Federal occupational safety

and health regulations, and shall provide training to Contractor employees in air monitoringpractices and techniques.

3. The SSHO CIH shall also provide day to day industrial hygiene support, including airmonitoring, training, and daily site safety inspections.

4. The SSHO CIH shall be trained in the use of the monitoring and sampling equipment,interpretation of data required to implement the SSHP, and to administer the elements ofthe SSHP.

5. The SSHO CIH shall remain on site during project operations and may be assigned otherduties, such as project foreman or quality control manager.

C. Spill And Discharge Control Plan: Develop, implement, and maintain a comprehensive spill anddischarge control plan.1. The plan shall provide contingency measures for potential spills and discharges from

handling and transportation of contaminated soils and water.2. A possible source of guidance for assessment and remediation is API PUBL 1628.

D. Exclusion Zone (EZ) And Contamination Reduction Zone (CRZ): Do not permit personnel notdirectly involved with the project to enter work zones, called the EZ and CRZ. 1. The EZ shall be an area around the tank a minimum of 10 feet (3 m) from the limits of the

tank excavation. 2. At the perimeter of the EZ, establish a CRZ.3. Within the CRZ, equipment and personnel shall be cleaned as stated in the paragraph

entitled "Personnel and Equipment Decontamination." 4. The Contractor's site office, parking area, and other support facilities shall be located

outside the EZ and CRZ.5. Clearly mark and post the boundaries of the EZ and CRZ.6. Include a site map, outlining the extent of work zones and location of support facilities, in

the SSHP.




02 6500 - 4

E. Training: Provide health and safety training in accordance with 29 CFR 1910 prior to startingwork. 1. Furnish copies of current training certification statements for personnel prior to initial entry

into the work site.2. On-Site Training: Prior to starting on-site work, a health and safety training class shall be

held by the SSHO CIH to discuss the implementation of the SSHP. 3. Notify the Architect 24 hours prior to beginning the training class.4. Training Outline: Provide the following:

a. Health and safety organization, including discussion of distribution of functions andresponsibilities

b. Organization and components of the SSHPc. Physical and chemical site hazard identificationd. Basic toxicology and toxicity informatione. Discussion of the EZ and CRZf. Protective clothingg. Respiratory protectionh. Air quality monitoringi. Personnel exposure guidelinesj. Decontamination proceduresk. Basic first aid reviewl. Emergency procedures and contingency planm. Site entry and exit proceduresn. Sampling procedures

F. Personnel Protection: Furnish appropriate personal safety equipment and protective clothing topersonnel.1. Ensure that safety equipment and protective clothing is kept clean and well maintained.

G. Respiratory Protection Program: Develop a respiratory protection program, addressingrespirator usage and training, in accordance with 29 CFR 1910.134 and COE EM-385-1-1.

H. Decontamination: Decontaminate or properly dispose of personal protective equipment andclothing worn in contaminated areas at the end of the work day.1. The SSHO CIH shall be responsible for ensuring that personal protective clothing and

equipment are decontaminated before being reissued.I. First Aid And Emergency Response Equipment And Procedures: Provide appropriate

emergency first aid equipment for treatment of exposure to site physical and chemical hazards.

1. Provide and post a list of emergency phone numbers and points of contact for fire,hospital, police, ambulance, and other necessary contacts.

2. Provide and post a route map detailing the directions to the nearest medical facility.J. Ignition Sources: Do not permit ignition sources in the EZ and CRZ.K. Personnel And Equipment Decontamination: Decontaminate personnel and equipment before

exiting the work zones.L. Waste Disposal: The SSHP shall detail the practices and procedures to be utilized to dispose

of wastes. Upon completion of the project, certify that equipment and materials were properlydecontaminated prior to being removed from the site.

M. Emergency Response Requirements: Furnish emergency response and contingency plan inaccordance with 29 CFR 1910.38. 1. In an emergency, take action to remove or minimize the cause of the emergency, alert the

Architect, and institute necessary measures to prevent repetition of the emergency.2. Equip site-support vehicles with route maps providing directions to the medical treatment

facility.N. Unforeseen Hazards: Notify the Architect of any unforeseen hazard or condition that becomes

evident during work.




02 6500 - 5

3.02 TANK CLEANINGA. Fuel Removal:

1. Consider remaining fuel contaminated or waste fuel; pump into 55 gallon (208 liters) drumsor other suitable containers for disposal in accordance with approved procedures meetinglocal, state, and federal regulations.a. Drums or tanks used for containerizing waste fuel shall be furnished by Contractor.

2. Dispose of remaining fuel emulsions in accordance with applicable local, state, and federalregulations.

3.03 TEMPORARY CONTAINMENT OF EXCAVATED SOILA. Provide temporary containment area near the excavated area.B. Cover containment area with 30 mil (0.75 mm) polyethylene sheeting.

1. Place excavated soil on the impervious barrier and cover with 6 mil (0.15 mm)polyethylene sheeting.

2. Provide straw bale berm around the outer limits of the containment area and cover withpolyethylene sheets.

3. Secure edges of sheets to keep the polyethylene sheeting in place.3.04 EXCAVATION

A. Provide Architect with written documentation, no later than 30 days before work begins, thatproper state or local authorities have been notified.

B. Notify Architect at least 48 hours prior to start of tank removal work.1. Stage operations to minimize the time that tank excavation is open and the time that

contaminated soil is exposed to the weather. 2. Provide protection measures around the excavation area to prevent water runoff and to

contain the soil within the excavation area.C. Excavation: Excavate as required to remove tanks and piping.

1. Place soil removed from the excavation in a temporary containment area. 2. Collect and temporarily store water runoff from stockpiled soils.

D. Excavation Methods: Select methods and equipment to remove soil to minimize disturbance toareas beyond the limits of the excavation area. 1. Material that becomes contaminated as a result of Contractor's operations shall be

removed and disposed of at no additional cost to Owner. 2. Where excavation extends into groundwater levels, dewatering methods shall be

employed on a localized basis to facilitate excavation operations, as specified in Section01 7000.

3. Water generated by dewatering during excavation required for removal of tanks or piping,surface water collected in open excavation, or water used for washing equipment orexisting concrete or bituminous surfaces, shall be collected and tested.a. Test in accordance with EPA SW-846 and EPA 600-4-790-20 and state or locally

required analyses.b. Water that contains contaminants above locally acceptable levels shall be disposed of

in accordance with federal, state, and local regulations. c. Non-contaminated water may be disposed of on-site.

3.05 TESTINGA. Stockpiled Soils: Soils with OVA/FID readings of 10 ppm or greater shall be further sampled

and tested.1. Test for TPH and for BTEX in accordance with EPA SW-846 and EPA 600-4-790-20.2. Test for toxicity characteristic leaching procedure (TCLP) for lead if leaded gasoline was

stored in or near the underground tank being removed. 3. For TPH, provide a minimum of one test for every 100 cubic yards (77 cubic meters).4. For BTEX and TCLP, provide one test for every 100 cubic yards (77 cubic meters).




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5. Soils that contain 50 ppm or more TPH, 10 ppm or more BTEX or have TCLP reading of10 ppm lead or virgin petroleum products are considered contaminated materials.

6. Soils that test at levels less than the above may be used as clean fill. 7. Furnish results to Architect within 24 hours after the results are obtained.

B. Testing Under Tank After Removal of Tank:1. If tank is 20 feet (6 m) or less in length, take two samples. Each sample shall be 2 feet

(0.60m) from each end of the tank and 2 feet (0.60 m) below the bottom of the excavation.2. If the tank is greater than 20 feet (6 m), take three samples. Two samples shall be 2 feet

(0.60 m) from each end of the tank and 2 feet (0.60 m) below the bottom of theexcavation. A third sample shall be taken from the middle of the tank area and 2 feet(0.60 m) below the bottom of the excavation.

3. Analyze samples for TPH, BTEX, and TCLP. 4. Comply with standards for sampling and analysis as specified above for stockpiled soils.5. Test for TPH and for BTEX in accordance with EPA SW-846 and EPA 600-4-790-20.6. Soils that contain 50 ppm or more TPH, 10 ppm or more BTEX, or have TCLP reading of

10 ppm of lead or virgin petroleum products are considered contaminated materials. 7. Soils that test at levels less than the above may be used as clean fill. 8. Furnish results to Architect within 24 hours after the results are obtained. 9. Along with the results furnish a sketch showing underground tank, sampling location, and

extent of excavations.3.06 WATER DISPOSAL

A. Dewatering will be permitted only with approval of Architect.B. Store and test water generated during removal of tanks and piping.

1. If contaminated, transport and dispose of water in an EPA approved disposal site inaccordance with federal, state, and local requirements.

2. Non-contaminated water may be disposed of on-site.3.07 DISPOSAL OF UNDERGROUND TANKS, ANCHORS, SLABS, AND ASSOCIATED PIPING

A. Preparation: API RP 1604. Remove the fill pipe, gage pipe, vapor recovery truck connection,submersible pumps, and drop tube. 1. Cap or remove non-product piping, except vent piping. 2. Plug tank openings so that vapors will exit through vent piping during the vapor-freeing

process.B. Purging: Remove flammable vapors in accordance with API RP 1604. Tanks shall be certified

as "vapor free" prior to further work.C. Cleaning and Testing: Clean tank and perform atmosphere testing in accordance with API RP

1604. 1. Distribution (product delivery) piping shall be cleaned and removed or the piping shall be

cleaned, filled with concrete, and abandoned in place. 2. Test the tank atmosphere and the excavation area for flammable or combustible vapor

concentrations, with a combustible gas indicator until the tank is removed from theexcavation and from the site.

D. Tank Removal and Disposal: 1. Plug or cap accessible holes. One plug shall have a minimum 1/8 inch (3 mm) vent hole. 2. Remove tank from the excavation, place it on a level surface and render it useless in

accordance with API RP 1604.3. Provide warning labels on tank if tank contained leaded fuels, as follows:

a. "TANK HAS CONTAINED LEADED GASOLINE -- NOT VAPOR FREE -- NOTSUITABLE FOR STORAGE OF FOOD OR LIQUIDS INTENDED FOR HUMAN ORANIMAL CONSUMPTION -- DATE OF REMOVAL: MONTH/DAY/YEAR"

4. Transport and dispose of tank at an EPA approved disposal site in accordance withfederal, state, and local regulations.

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3.08 CLOSURE REPORT (SITE ASSESSMENT REPORT)A. Provide Architect a Site Assessment Report in a single binder notebook that contains the full

collection of reports relating to this work, including but not limited to, records, starting andending dates of reporting period, inspections, documentation, and data as follows:1. Complete UST Notification Form (within 30 days of closure).2. Description of work, including removal procedures, number of tanks removed,

identification of tanks removed and disposed of, cubic yards of excavated soil, location ofdisposal sites, and dates of excavation.

3. Site plan, including location of tanks and piping, limits of excavation, sampling points,results of excavation, and depths.

4. Laboratory testing reports, copies of data and test results from testing laboratory.5. Tank disposal paperwork, contaminated soil disposal paperwork, and contaminated water

disposal paperwork.6. Certifications required by implementing agency.7. Building permit, inspection permits, and other permits required for underground tank

removal, notifications, and inspection reports.8. Cumulative quantities of soil excavated, beginning with start date for each tank and

associated piping.3.09 SPILLS OF CONTAMINATED SOILS

A. Use appropriate vehicles and operating practices to prevent spillage or leakage of contaminatedmaterials from occurring during operations. Inspect vehicles leaving the area of contaminationto ensure that no contaminated materials adhere to the wheels or undercarriage.

3.10 BACKFILLINGA. Provide backfill, compaction, grading, and seeding in accordance with 31 2323.

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