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Riverwood Estates SID

Contract Documents & Specifications

Set Number __________

Prepared by: Robert Peccia & Associates Kalispell, Montana February 2017

BID SET

Prepared for: City of Columbia Falls Columbia Falls, Montana

TABLE OF CONTENTS


Contract Documents & Specifications

SECTION I. BIDDING REQUIREMENTS AND INFORMATION Invitation to Bid Instructions to Bidders

SECTION II. BIDDING DOCUMENTS Bid Proposal Bid Bond (EJCDC C-430)

SECTION III. GENERAL CONDITIONS Incorporation of EJCDC Standard General Conditions (EJCDC C-700)

RPA Supplementary Conditions

SECTION IV. SPECIAL PROVISIONS Contents listed at front of the Special Provisions.

SECTION V. TECHNICAL SPECIFICATIONS Contents listed at front of the Technical Specifications.

SECTION VI. PREVAILING WAGE RATES

APPENDIX A. MISCELLANEOUS FORMS Notice of Award Agreement

Performance Bond (EJCDC C-610) Payment Bond (EJCDC C-615)

Approval of Subcontractors Notice to Proceed Substitution Request Form Schedule of Values for Contract Payment

Application and Certificate of Payment Work Directive Change Change Order Contractor's Certificate of Completion Certificate of Substantial Completion Affidavit on Behalf of Contractor Consent of Surety Company to Final Payment Sewer Service Elevation Form

CONSTRUCTION DRAWINGS Bound under separate cover.

SECTION I

BIDDING REQUIREMENTS AND INFORMATION

INVITATION TO BID

Columbia Falls

Riverwood Estates SID Separate sealed bids for construction of the Riverwood Estates SID Project will be received by the City of Columbia Falls, Montana until 11:00 AM, local time, Wednesday, March 1st, 2017, for construction of the project described herein. All Bids that have been duly received will be publicly opened and read aloud at 11:00 AM on Wednesday, March 1st, 2017 in the Columbia Falls City Council Chambers at 130 6th Street West, Columbia Falls, Montana 59912. Proposals shall be addressed to the City Manager, 130 6th Street West, Room A, Columbia Falls, Montana, 59912, and titled Riverwood Estates SID. The project primarily includes extending City water and sewer service to the existing Riverwood Estates Subdivision and associated road reconstruction. The proposed work generally consists of removing the existing asphalt concrete pavement, placement of new gravel and asphalt, abandonment of existing septic systems, new sewer mains and services, new fire hydrants, water main extensions and vertical adjustments with new services, and other miscellaneous improvements. All bids must be in accordance with the Contract Documents on file with the City of Columbia Falls, 130 6th Street West, Columbia Falls, Montana, (406) 892-4391; and Robert Peccia & Associates, 102 Cooperative Way, Suite 300, Kalispell, Montana, (406) 752-5025. Digital project bidding documents are available at Robert Peccia & Associates web site (www.rpa-hln.com). Click on the link titled “Current Projects Bidding”. You may download and print the Contract Documents at no charge, however, all Prime Contractors that intend to offer a bid for this project must contact Robert Peccia & Associates at the address stipulated above to obtain an “official” Bid Proposal form and to get their name added to the Planholders List. A non-refundable deposit of $30.00 will be required to obtain the “official” Bid Proposal. The entire set of bidding documents may also be obtained in the form of printed construction drawings, specifications and the “official” Bid Proposal for a non-refundable deposit of $150.00, if the Contractor chooses not to download and print their own documents. No bids will be considered unless they are submitted on the “official” Bid Proposal form and the Contractor’s name has been included on the Planholders List. A pre-bid conference will be held, commencing at the Columbia Falls City Council Chambers, 130 6th Street West in Columbia Falls, Commencing at 11:00 AM, Wednesday, February 22nd, 2017. Those interested in bidding the project should plan on attending this meeting. Work at the site is to commence within 10 calendar days after the written Notice to Proceed is issued. Completion of the work is required within 90 calendar days, following commencement of work. The project includes liquidated damages that will be assessed as set forth in the Special Provisions per calendar day if the work is not complete within the allotted contract time. CONTRACTORS and any of the CONTRACTOR’S subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the Department of Labor and Industry, P.O. Box 8011, 1805 Prospect, Helena, MT 59604-8011. Information on registration can be obtained by calling (406) 444-7734. CONTRACTORS are not required to have registered with the DLI prior to bidding on this project, but must have registered prior to execution of the construction agreement. All laborers and mechanics

employed by CONTRACTORS or subcontractors in performance of the construction work shall be paid wages at rates according to the current Montana Prevailing Wage Rates. The CONTRACTOR must ensure that employees and applicants for employment are not discriminated against because of their race, color, religion, sex, or national origin. Each bid must be accompanied by a Certified Check, Cashier’s Check, or Bid Bond payable to the City of Columbia Falls, in an amount not less than ten percent (10%) of the total amount of the bid. Successful BIDDER(S) shall furnish an approved Performance Bond and a Labor and Materials Payment Bond, each in the amount of one-hundred percent (100%) of the contract amount within seven (7) calendar days after the Notice of Award is issued. Insurance as required shall be provided by the successful BIDDER(S), and a certificate(s) of that insurance shall be provided. The City of Columbia Falls reserves the right to reject all proposals and bids received, to waive informalities, to postpone the award of the contract for a period not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid that is in the best interest of the City of Columbia Falls. THE CITY OF COLUMBIA FALLS By: ss/ Susan Nicosia City Manager Publication Dates: February 12th, 2017 February 19th, 2017

INSTRUCTIONS TO BIDDERS Page 1

INSTRUCTIONS TO BIDDERS

1. BIDS

a. All bids must be submitted on an “official” Bid Proposal form supplied by the Engineer and shall be subject to all requirements of the Contract Documents including the Drawings and these Instructions to Bidders. All bids must be regular in every respect and no interlineations, alterations, or special conditions shall be made or included in the Bid Proposal by the Bidder.

b. Complete sets of bidding documents shall be used in preparing Bids; neither Owner nor

Engineer assumes any responsibility for errors or misinterpretations resulting from downloading, printing and using incomplete sets of Contract Documents.

c. Each Bid Proposal shall include the following Bid Documents: (1) Official Bid Proposal,

and (2) Bid Security, both of which are included in the Contract Documents.

The Official Bid Proposal shall be enclosed in an envelope which shall be sealed and clearly addressed as follows:

Addressed to: City of Columbia Falls

Attn: City Manager 130 6th Street West Columbia Falls, Montana 59912

Mark lower left-hand corner of your envelope as follows:

Project Name: Riverwood Estates SID Bid Date\Time: Contractor Name: Acknowledge Receipt of Addendum No(s):

d. Bids will be written in ink and/or typewritten on the official bid proposal. The blank

spaces on the forms must be filled in correctly for each item, and the bidder must state the price (written in numerals) for which he proposes to do each item of work contemplated. All Bid Proposals must be totaled and, in the case of errors or discrepancies, the item unit prices shall govern.

e. Erasures or corrections must be initialed by the Bidder in ink.

f. Bids must be signed by a proper representative of the firm submitting the bid. Proper

representatives are the principal of a singly owned firm, a principal of a partnership firm, and an officer or authorized agent of an incorporated firm.

g. RESERVED


h. Contract Documents may be viewed at the following locations:

Robert Peccia & Associates, Inc. City of Columbia Falls 102 Cooperative Way, Suite 300 130 6th Street West Kalispell, MT 59901 Columbia Falls, MT 59912

Phone: (406) 752-5025 Phone: (406) 892-4391 www.rpa-hln.com

Northwest Montana Plans Exchange 2302 Highway 2 East Kalispell, MT 59901

Phone: (406) 755-5888 2. BID SECURITY The Bid must be accompanied by a Bid Security which shall not be less than 10 percent of the amount of

the bid. At the option of the Bidder, the security may be in the form of a cashier's check, certified check, bank money order, or bank draft drawn and issued by a national banking association located in the State of Montana or by any banking corporation incorporated under the laws of the State of Montana or Bid Bond (EJCDC C-430) executed by a surety corporation authorized to do business in the State of Montana. No bid will be considered unless it is accompanied by the required guaranty. Cashier's checks, certified checks, bank money orders, or bank drafts must be made payable to the City of Columbia Falls. The Bid Security shall insure the execution of the Agreement and the furnishing of the surety bond or bonds by the successful Bidder, all as required by the Contract Documents.

Should the Bidder fail to furnish the properly executed Performance Bond, Labor and Material Payment

Bond, Insurance Certificates, and signed Agreement within the time specified, he/she shall forfeit this Bid Security to the Owner. The Bid Security (negotiable instruments other than bonds) will be returned to un-successful Bidders when the successful Bidder has signed the Agreement and furnished satisfactory Performance and Labor and Material Payment Bonds and Insurance Certificates. At the option of the Owner, bid security with bids that are not competitive may be returned prior to signature of the Agreement.

Revised Bids submitted before the opening of bids, if representing an increase in the original bid, must have the Bid Security adjusted accordingly; otherwise, the bid will not be accepted.

If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form (EJCDC C-430) bound

herewith. 3. SUBSTITUTE AND “OR-EQUAL” ITEMS The Contract, if awarded, will be on the basis of materials and equipment specified or described in the

Bidding Documents without consideration of possible substitute or “or-equal” items. Whenever it is indicated in the Bidding Documents that a substitute or “or-equal” item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the effective date of the Agreement.

4. INTERPRETATIONS AND/OR ADDENDA All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer.

Interpretations or clarifications considered necessary by the Engineer in response to such questions will


be issued by Addenda mailed or delivered to all parties recorded by the Engineer as having received the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. It shall be the responsibility of the Bidder to obtain such Addenda prior to submitting his proposal, and to acknowledge receipt of all addenda issued in the Bid Proposal.

5. EXAMINATION OF CONTRACT DOCUMENTS AND CONDITIONS OF WORK SITE

a. It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents.

1. Each Bidder should visit the site of the proposed work and fully acquaint himself

with the existing conditions there relating to construction and labor, and should fully inform himself as to the facilities involved, and the difficulties and restrictions attending the performance of the Contract. In submitting a bid for this project, the Bidder is thereby acknowledging that he is capable of performing the specified work on the site. The Bidder should thoroughly examine and familiarize himself with the Drawings, Technical Specifications, and all other Contract Documents, and shall verify the accuracy of the estimated quantities in the Bid Proposal. Failure to do so will not relieve the successful Bidder of his obligations to carry out the provisions of this Contract.

2. The submission of a Bid will constitute a representation of familiarization by the

Bidder. There will be no subsequent financial adjustment for lack of such familiarization.

b. The Contractor may refer to the following for information regarding site conditions: 1. Those reports, if any, of explorations and tests of subsurface conditions at the site

which have been prepared by the Owner and are included as part of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such reports but not upon the completeness thereof for the purposes of bidding or construction.

2. Those drawings of physical conditions in or relating to the existing surface and

subsurface conditions which are at or contiguous to the site (except Underground Facilities) which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction.

c. Information and data reflected in the Contract Documents with respect to Underground

Facilities at or contiguous to the site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions.


d. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.02 and 4.03 of the General Conditions.

e. Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any

additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and other items and conditions of the Contract Documents.

f. On request in advance, Owner will provide each Bidder access to the site to conduct such

explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations.

g. The lands upon which the Work is to be performed, rights-of-way and easements for access

thereto are designated for use by Contractor in performing the Work. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents.

h. The submission of a Bid will constitute representation by Bidder that Bidder has complied

with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

6. TIME FOR RECEIVING BIDS Bids received prior to the advertised time of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered. 7. OPENING OF BIDS At the time and place fixed for the opening of bids, the Owner will cause to be opened and publicly read aloud every bid received within the time set for receiving Bids, irrespective of any irregularities therein. Bidders and other persons properly interested may be present, in person or by representative. 8. WITHDRAWAL OF BIDS Bids may be withdrawn at any time prior to the scheduled closing time for the receipt of bids if through written confirmation or in person. The Bid Security of any Bidder withdrawing his bid in accordance with the foregoing conditions shall be returned promptly. No bids shall be withdrawn for a period of 60 days after the scheduled closing time for receipt of bids.


9. METHOD OF AWARD

a. Award of the contract shall be to the lowest “responsible” Bidder whose total base bid or the lowest combination of base bid and additive alternate bid(s), taken in consecutive order, (if within the funds available) is the lowest “responsible” bid for the work.

b. If such lowest bid exceeds the budget, the Owner may reject all bids.

c. The Owner reserves the right to reject any or all bids or to waive any irregularity or

informality in any bid received. The Owner reserves the right to determine what constitutes material and/or immaterial informalities and/or irregularities.

d. The Owner shall award such contract to the lowest “responsible” bidder (18-1-102 MCA).

The term “responsible” does not refer to pecuniary ability only, or the ability to tender sufficient performance and payment bonds. The term “responsible” includes, but is not limited to:

1. Having adequate financial resources to perform the contract or the ability to obtain

them;

2. Being able to comply with the required delivery, duration, and performance schedule;

3. Having a satisfactory record of integrity and business ethics;

4. Having the necessary production, construction, technical equipment, and facilities, and;

5. Having the technical skill, ability, capacity, integrity, performance, experience, lack of claims and disputes, lack of actions on bonds, lack of mediations, arbitrations and/or lawsuits related to construction work or performance, and such like.

e. Unless otherwise stated in the Special Provisions, all contracts will be awarded in

conformance with the laws of the State of Montana. Pursuant to MCA § 18-1-102, the Owner, in awarding public contracts for construction, repair, and public works of all kinds, shall award such contract to the lowest responsible Bidder without regard to residency. However, a resident bidder must be allowed a preference on a contract against the bid of any non-resident bidder from any state or country that enforces a preference for resident bidders. The preference given to resident bidders of this state must be equal to the preference given in the other state or country.

f. The Owner may make such investigations as it deems necessary to determine the ability of

the Bidder to perform the Work, and the Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any Bid if the evidence submitted by, or investigation of, such Bidder fails to satisfy the Owner that such Bidder is properly qualified and responsible to carry out the obligations of the Agreement and to complete the Work contemplated therein.

10. PRE-AWARD CONFERENCE


The Bidder submitting what appears to be the lowest “responsible” bid may be required to meet with the Owner and the Engineer prior to the award of the contract for the purpose of discussing pertinent details pertaining to the proposed Work. The following points will be considered in particular:

a. The Contractor's organization and equipment available for work and the Contractor's proposed sources of materials or installed equipment.

b. Contractor's financial status and capability to execute the contract.

c. The Contractor's proposed schedule of operations.

d. The interpretation of the Specifications.

e. The Contractor's proposed wage rates for use on the project.

f. Bidder status concerning “responsibility”.

g. Approval of subcontractors.

h. Unbalanced bids, either in excess or below the reasonable cost analysis value. Should the conference indicate that the Contractor does not appear to be in a position to properly undertake the Work or that he has not properly familiarized himself with the Plans and Specifications, the Owner reserves the right to reject the bid of this Contractor and to consider the next Bidder. 11. EXECUTION OF AGREEMENT

a. Subsequent to the award and within 10 days after the date of the Notice of Award, the successful Bidder shall execute and deliver to the Owner an Agreement, the Performance Bond, Labor and Material Payment Bond, Insurance Certificates and an Approval of Subcontractors form in such number of copies as the Owner may require. The standard Agreement form as issued by the Owner shall be used as the contracting instrument.

b. The Agreement form shall be signed in longhand by the proper representatives of the

contracting firm as follows: 1. The principal of the single-owner firm. 2. A principal of the partnership firm.

3. An officer of the incorporated firm, or an agent whose signature is accompanied by a certified copy of the resolution of the Board of Directors authorizing the agent to sign.

4. Other persons signing for a single-owner firm or a partnership shall attach a Power of

Attorney evidencing his authority to sign for that firm.

c. The Owner within 30 days of receipt of acceptable Performance Bond, Labor and Material Payment Bond, required Insurance Certificates signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the Owner not execute the Agreement within such period, the Bidder


may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the Owner.

12. PERFORMANCE, LABOR AND MATERIAL PAYMENT BONDS AND INSURANCE a. The Owner will require the successful Contractor to furnish a Performance Bond (EJCDC

C-610) in the amount of 100 percent of the contract price as security for the faithful performance of his Contract.

b. The Owner will require the successful Contractor to furnish a Labor and Material Payment

Bond (EJCDC C-615) in the amount of 100 percent of the contract price as security for the payment of all persons performing labor and furnishing materials in connection therewith.

c. The bonds will be signed by the Attorney-in-fact and countersigned by a Montana Resident

Agent. d. Prior to beginning work, Insurance Certificates as proof of insurance coverage shall be filed

with the Owner. The specifications for the Workers' Compensation, Commercial General Liability, Separate Owner's and Contractor's Protective Policy, and other related insurance are listed in these Contract Documents.

13. POWER OF ATTORNEY

a. Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their Power of Attorney.

b. One original shall be furnished with each set of bonds.

c. Additional copies furnished with a set of bonds may be copies of that original.

14. LABOR AND WAGES a. For projects in excess of $25,000 let for state work, the Contractor(s) shall pay the standard

prevailing rate of wages, including fringe benefits for health and welfare and pension contributions and travel allowance provisions in effect and applicable in the county or locality in which the work is being performed (MCA § 18-2-403).

b. Reserved c. Montana Prevailing Wage Rates. The Montana Commissioner of Labor and Industry has

established the standard prevailing rate of wages in accordance with MCA § 18-2-401 and MCA § 18-2-402. A copy of the wage rates are bound herein. It is the Contractor’s responsibility to classify their workers in accordance with the craft of trade to be performed and pay the appropriate established prevailing wage rate.

d. The Contractor shall classify all workers on the project in accordance with the Department

of Labor Wage Rate Determinations. In the event the Contractor is unable to classify a worker in accordance with these rates, the Contractor shall contact the Department of Labor and Industry, Labor Standards Bureau, Wage and Hour Unit, Helena, Montana 59604, for a determination of the prevailing wage rate to be paid that particular worker.


e. Should the prevailing rate of wages change during the life of the contract, the wage rates included in the Contract Documents at the time of the bid opening shall be the prevailing wage rate for the life of the contract.

f. MCA § 18-2-406 provides that Contractors, subcontractors, and employers who are

performing services under public works contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not later than the first day of work, a legible statement of all wages and fringe benefits to be paid to employees on such site or work area.

g. Travel allowance, if applicable, may or may not be all-inclusive of "travel" and/or

subsistence and travel time due employees. It is incumbent on the employer to determine the amounts due for each craft employed according to the method of computation outlined for each craft where applicable.

h. Any notice of infraction of the labor laws of the State of Montana received by the Owner or

Engineer will be forwarded to the State of Montana, Department of Labor and Industry, Wage and Hour Unit, Helena, Montana.

i. Safety Training. Contractor shall comply with the Occupational Safety and Health Act

(OSHA). 15. EQUAL EMPLOYMENT OPPORTUNITY Attention of Bidders is particularly called to the requirement for ensuring that employees and applicants for employment are not discriminated against because of their race, color, religion, national origin, sex, marital status, age, or political ideas. The Owner is an equal opportunity employer. 16. MONTANA CONTRACTOR'S TAX (GROSS RECEIPTS TAX) All Bidders are reminded that a Gross Receipts Tax in the amount of 1 percent of the total bid will be withheld from all payments, for projects over $5,000.00, due to Contractor pursuant to MCA § 15-50-205. 17. PAYROLLS AND BASIC RECORDS Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or in the development of the project. Such records will contain the name and address of each employee, his correct classification, rates of pay, daily and weekly number of hours worked, deductions made, and actual wages paid. In addition, the Contractor will submit weekly a copy of all payrolls to the Owner and Engineer. The copy shall be accompanied by a certification signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Montana Department of Labor and Industry, and that the classifications set forth for each laborer or mechanic conform with the work he performed. The prime Contractor will make the record required under the labor standards clause of the Contract available for inspection by authorized representatives of the Owner and the Montana Department of Labor and Industry and will permit such representatives to interview employees during working hours on the job.


Payroll reports and certificates of compliance shall be submitted to the Owner and Engineer prior to or with each Payment Request. The copies sent to the Owner and Engineer are for archive purposes only, because neither the Owner or Engineer are trained in the interpretation of payroll reports, and thus will rely on the Contractor’s certification that all employees are being classified and paid appropriately. 18. RESERVED 19. MAINTENANCE OF RECORDS Contractor shall maintain all required records for three years after the Owner makes final payment and all other pending matters are closed. 20. NOTICE TO PROCEED The Notice to Proceed will normally be issued within 30 days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual written agreement between the Owner and Contractor. 21. CONTRACT TIME The Contract Time will be as set forth in the Special Provisions. 22. LIQUIDATED DAMAGES Liquidated damages will be as set forth in the Special Provisions. 23. MONTANA CONTRACTOR’S REGISTRATION Each bidder will be required to be registered with the State of Montana, Department of Labor and Industry prior to bidding this project. F:\ADMIN\SPECS\RPABOILR\INSTRUCTION TO BIDDERS.doc Revised: July 8, 2013

SECTION II

BIDDING DOCUMENTS

BID PROPOSAL

Page 1

BID PROPOSAL

ALL BIDDERS MUST CONTACT ROBERT PECCIA & ASSOCIATES OFFICE AT THE

ADDRESS STIPULATED IN THE INVITATION TO BID TO OBTAIN AN “OFFICIAL” BID

PROPOSAL FORM AND TO GET THEIR NAME ADDED TO THE PLANHOLDERS LIST.

NO BIDS WILL BE CONSIDERED UNLESS THEY ARE SUBMITTED ON THE “OFFICIAL”

BID PROPOSAL FORM AND THE CONTRACTORS NAME HAS BEEN ADDED TO THE

PLANHOLDERS LIST.

THE FOLLOWING PAGES SHOW THE APPROXIMATE QUANTITIES OF WORK

EXPECTED FOR THIS PROJECT. IN THE EVENT OF DISCREPANCIES BETWEEN THE

FOLLOWING APPROXIMATE BID QUANTITIES AND THE QUANTITIES LISTED IN THE

“OFFICIAL” BID PROPOSAL FORM, THE “OFFICIAL” BID PROPOSAL FORM SHALL

GOVERN.

BID PROPOSAL

Page 2

BID PROPOSAL


Base Bid

Item

No.

Estimated

Quantity

Unit

Description

Unit Price Total Price

1 8,300 SY Asphalt Removal

$___________ $____________

2 1 LS Site Preparation

$___________ $____________

3 8,700 SY Gravel Preparation

$___________ $____________

4 500 TON Sub-Excavation and Stabilization

$___________ $____________

5 1,500 SY 3" Sub-Excavation and Replacement

of 3" Crushed Base Course –

3/4" Minus

$___________ $____________

6 1,000 SY Stabilization Fabric

$___________ $____________

7 20 HOUR Exploratory Excavation

$___________ $____________

8 1,000 CY Crushed Base Course - 3/4" Minus

$___________ $____________

9 1,550 TON Asphalt Concrete Pavement (3" Thick

with 10% Contingency, includes one

application of magnesium chloride as

asphalt prime)

$___________ $____________

BID PROPOSAL

Page 3

BID PROPOSAL


Base Bid

10 15 SY 4" Concrete Sidewalk

$___________ $____________

11 150 LF Waterborne Striping - 4"

Solid Yellow

$___________ $____________

12 9 EA Manhole - 48" Sanitary Sewer

$___________ $____________

13 3,120 LF Pipe - Buried: 8" Sanitary

Sewer Main - SDR 35 PVC Pipe

$___________ $____________

14 3,100 LF Gravity Sewer Service - Sch. 40

PVC Pipe with Cleanouts

$___________ $____________

15 4 EA Sewer Grinder Pump

$___________ $____________

16 680 LF Pressurized Sewer Service –

1-1/4" IPS HDPE SDR 11

$___________ $____________

17 24 EA Septic System Abandonment

$___________ $____________

18 590 LF Pipe - Buried: 6" Water Main –

C-900 CL150 PVC Pipe

$___________ $____________

19 1 EA Water Main Vertical Adjustment

$___________ $____________

20 9 EA Existing Water Main Connection

$___________ $____________

BID PROPOSAL

Page 4

BID PROPOSAL


Base Bid

21 28 EA Water Service & Water Meter Pit –

1" IPS HDPE SIDR 7

$___________ $____________

22 6 EA Fire Hydrant Assembly

$___________ $____________

23 20 LF Pipe - Buried: 12" Culvert -

Corrugated Metal Pipe

$___________ $____________

24 110 LF Conduit - 4" PVC Sch 40

(Irrigation Sleeve)

$___________ $____________

25 170 LF Fence Removal and Replacement

$___________ $____________

26 1 LS Surface Restoration - Topsoil

Removal, Replacement, Seeding,

Fertilizer & Mulch (Excludes

Residential Property)

$___________ $____________

27 1 LS Traffic Control & Temporary Access

Road

$___________ $____________

28 1 LS Construction Surveys & Material

Testing

$___________ $____________

29 1 LS Mobilization, Bonding and Submittals

(5% Max)

$___________ $____________

TOTAL BASE BID: $________________________________

BID PROPOSAL

Page 5

BID PROPOSAL


ADDITIVE ALTERNATE #1

Item

No.

Estimated

Quantity

Unit

Description

Unit Price Total Price

AA#1-1

24

EA

Residential Landscaping and

Irrigation Repairs

$___________ $____________

TOTAL ADDITIVE ATLERNATE #1: $________________________________

TOTAL BASE BID + ADDITIVE ATLERNATE #1: $________________________________

PENAL SUM FORM

EJCDC® C-430, Bid Bond (Penal Sum Form). Published 2013. Prepared by the Engineers Joint Contract Documents Committee.

Page 1 of 2

BID BOND

Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable.

BIDDER (Name and Address):

SURETY (Name, and Address of Principal Place of Business):

OWNER (Name and Address):

BID Bid Due Date:

Description (Project Name— Include Location):

BOND

Bond Number:

Date:

Penal sum $

(Words) (Figures) Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. BIDDER SURETY

(Seal) (Seal)

Bidder’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By:

Signature Signature (Attach Power of Attorney)

Print Name Print Name

Title Title

Attest: Attest:

Signature Signature

Title Title

Note: Addresses are to be used for giving any required notice. Provide execution by any additional parties, such as joint venturers, if necessary.

PENAL SUM FORM

EJCDC® C-430, Bid Bond (Penal Sum Form). Published 2013. Prepared by the Engineers Joint Contract Documents Committee.

Page 2 of 2

1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder’s and Surety’s liability. Recovery of such penal sum under the terms of this Bond shall be Owner’s sole and exclusive remedy upon default of Bidder.

2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents.

3. This obligation shall be null and void if:

3.1 Owner accepts Bidder’s Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents, or

3.2 All Bids are rejected by Owner, or

3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof).

4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due.

5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from the Bid due date without Surety’s written consent.

6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after the Bid due date.

7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located.

8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned.

9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby.

10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect.

11. The term “Bid” as used herein includes a Bid, offer, or proposal as applicable.

SECTION III

GENERAL CONDITIONS

SECTION III

INCORPORATION OF EJCDC STANDARD GENERAL CONDITIONS

Incorporation of the Montana Public Works and Engineers Joint Contracts Documents Committee

Standard General Conditions and Supplementary Conditions to the General Conditions.

The following are hereby incorporated by reference and made a part of this Contract:

1. The Standard General Conditions of The Construction Contract as Prepared by the Engineers

Joint Contract Documents Committee as found in the Montana Public Works Standard

Specifications, Sixth Edition, April 2010.

2. The Supplementary Conditions to the General Conditions as found in the Montana Public Works

Standard Specifications, Sixth Edition, April 2010.

The following RPA Supplementary Conditions are modifications to Montana Public Works and

Engineers Joint Contract Documents Committee Standard General Conditions of the Construction

Contract:

RPA SUPPLEMENTARY CONDITIONS

Page 1

SECTION III


The intent of this Section is to supplement the conditions outlined in the Standard General Conditions.

CONTENTS

1. Insurance

2. Bonding

3. Estimated Quantities

4. Unit Price Work

5. Project Meetings

6. Governing Standards and Regulatory Requirements

7. Submittals

8. Weed Control

9. Regular Hours and Weather Days

10. Contractor Reimbursed Engineering Costs

11. Construction Progress

12. Repair and Replacement Quality

13. Rejected Work

14. Traffic Control

15. RESERVED

16. Blasting

17. Contract Document Discrepancies

18. Project Closeout

19. Cleanup

20. Warranty

1. INSURANCE

Without limiting any of the other obligations or liabilities of the CONTRACTOR, CONTRACTOR shall

secure and maintain such insurance from an insurance company (or companies) authorized to write insurance

in the State of Montana, with minimum “A.M. Best Rating” of A-, VI, as will protect the CONTRACTOR, the

vicarious acts of subcontractors, the OWNER, the ENGINEER, the Engineer’s Consultants, and the respective

directors, officers, partners, agents, employees and other consultants and subcontractors of each and any of all

such additional insured’s from claims for bodily injury (including sickness, disease and mental anguish), death

and property damage which may arise from operations and completed operations under this Agreement.

CONTRACTOR shall not commence work under this Agreement until such insurance has been obtained and

certificates of insurance, with binders, and certified copies of the insurance policy(s) shall have been filed with

the OWNER and the ENGINEER.

All insurance coverage shall remain in effect throughout the life of the Agreement, except that the

CONTRACTOR shall maintain the Commercial General Liability Policy including product and

completed operations coverage for a period of at least one year following the substantial completion date

for property damage resulting from occurrences during the agreement period.

A. Contractor’s Liability Insurance

Add the following new paragraphs immediately after Paragraph 5.04.B:

RPA SUPPLEMENTARY CONDITIONS Page 2

C. The limits of liability for the insurance required by Paragraph 5.04 of the

General Conditions shall provide coverage for not less than the following

amounts or greater where required by Law or Regulations:

1. Workers’ Compensation and related coverages under Paragraphs

5.04.A.1 and 5.04.A.2 of the General Conditions.

a. State Statutory

b. Applicable Federal (e.g. Longshoremans) Statutory

c. Employer’s Liability $1,000,000

2. CONTRACTOR’S General Liability Insurance under Paragraphs

5.04.A.3 through 5.04.A.6 of the General Conditions which shall

include a Commercial General Liability insurance policy based on

Insurance Services Office (ISO) Form CG 00 01 12 07 (or 12 04, or 10

01 edition dates). The coverage shall be based on an occurrence form

and shall include, but not be limited to, coverage for

Premises/Operations, Products/Completed Operations, Personal and

Advertising Injury, Subcontractors, and Liability assumed under an

insured contract. There shall be no endorsement or modification of the

Commercial General Liability policy form that modifies the standard

general liability policy arising from pollution, explosion, collapse,

underground property damage, subsidence, or work performed by

subcontractors. The General Aggregate Limit shall apply separately to

each of the Contractor’s projects per the latest edition of Form CG 25

01, CG 25 03, or equivalent.

a. GENERAL AGGREGATE PER PROJECT $3,000,000

b. Products-Completed

Operations Aggregate $3,000,000

c. Personal and Advertising $2,000,000

d. Bodily Injury and Property Damage

(Each Occurrence) $2,000,000

e. Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be

satisfied by primary insurance or a combination of primary and excess or

umbrella insurance. Primary occurrence limit cannot be less than

$1,000,000.00. The deductible, if any, may not exceed $5,000.00 per

occurrence on property damage.

f. In addition to other requirements in the General Conditions, Coverage

will include at a minimum:

1. Premises - Operations

2. Operations of Independent Contractor

3. Contractual Liability

4. Personal Injury

5. Products and Completed Operations


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6. NO additional exclusions that modify the standard ISO

Commercial General Liability policy form CG 00 01 12 07

(or 12 04, or 10 01 edition dates) in regard to pollution,

explosion, collapse, underground property damage,

subsidence, or work performed by subcontractors will be

acceptable.

7. Per Project Aggregate Endorsement

3. Automobile Liability under Paragraph 5.04.A.6 of the General

Conditions:

a. Bodily Injury:

Each Person $2,000,000

Each Accident $2,000,000

Property Damage:

Each Accident $2,000,000

(or)

b. Combined Single Limit $2,000,000

Coverage to be written with a symbol 1 (0ne) any auto basis to Include:

1. All Owned

2. Hired

3. Non-Owned

c. Contractor’s Automobile Liability Insurance under 5.04.A.6 may be

satisfied by primary insurance or a combination of primary and excess or

umbrella insurance. Primary occurrence limit cannot be less than

$1,000,000.00. The deductible, if any, may not exceed $5,000.00 per

accident.

4. The Contractual Liability coverage required by Paragraph 5.04.B.3 of

the General Conditions shall provide coverage for not less than the

following amounts:

Each Occurrence $2,000,000

Aggregate $3,000,000

a. Contractual Liability Insurance under 5.04.B. 3 may be satisfied by

primary insurance or a combination of primary and excess or umbrella

insurance. Primary occurrence limit cannot be less than $1,000,000.00.

The deductible, if any, may not exceed $5,000.00 per occurrence.

5. OWNERS and CONTRACTORS Protective Policy - Purchased By

CONTRACTOR:

In addition to the insurance required to be provided by Contractor under

paragraph 5.04.A.1 through 5.04.A.6 inclusive, Contractor shall purchase and


maintain a separate Owners and Contractors Protective Policy (OCP) to protect

Owner against claims which may arise from operations under the Contract

Documents, with limits of liability as specified below. The policy must be in the

name of the Owner. This liability insurance shall include as additional insureds

the Engineer and the Engineer’s Consultants, and include coverage for the

respective directors, officers, partners, employees, agents and other consultants

and subcontractors of all such additional insureds.

a. General Aggregate $2,000,000.00

b. Each Occurrence $1,000,000.00

(Bodily Injury and Property Damage)

The OCP policy shall remain in effect until completion of the project and final

payment is made to the Contractor and all times thereafter when the Contractor

may be correcting, removing, or replacing defective Work in accordance with

Paragraph 13.07 of the General Conditions.

The insurance policy will contain a provision or endorsement that the coverage

afforded will not be cancelled, materially changed or renewal refused until at

least forty-five (45) days prior written notice has been given to Owner and to

each other additional insured (and the certificates of insurance furnished to

Owner and each other additional insured will so provide).

6. Additional Insured’s:

The CONTRACTOR’S insurance coverage shall name the OWNER, and

ENGINEER and Engineer’s Consultants and applicable landowners (if any) as

an additional insured under Commercial General Liability, Automobile Liability

and Excess or Umbrella policies. A list of the known additional insured’s for this

project is contained in the Special Provisions.

a. With respect to insurance required by paragraphs 5.04.A.3 through

5.04.A.6, inclusive, include the following as additional insured’s on a

primary, non-contributory basis. Use the following Additional Insured

Endorsements:

ENTITY FORM

Owner and Landowners -

[See Special Provisions]

use Additional Insured Endorsements; CG 20 10 11

85 or combination of CG 20 10 10 01 & CG 20 37

10 01 or CG 32 87 05 10 & CG 32 90 05 10

Montana only – or subsequent editions;

Additional insured must include On-going

Operations as well as Completed Operations.

Engineer – Robert Peccia

and Associates

use Additional Insured Endorsement; CG 20 32

Engineers' Consultants –



b. With respect to the Owner’s and Contractor’s Protective Policy (OCP)


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insurance required by paragraph SC-5.04.C.5, include the following as

additional insureds. Use the following Additional Insured Endorsement:

ENTITY FORM

Engineer – Robert Peccia

and Associates


Engineers' Consultants –



B. Cancellation Notice

Amend paragraph 5.04.B.4 of the General Conditions by striking out the words “30 days” and replacing

them with the words “45 days” and as so amended paragraph 5.04.B.4 remains in effect.

C. Property Insurance

Delete Article 5.06.A of the General Conditions in its entirety and insert the following in its place:

1. CONTRACTOR shall purchase and maintain property insurance upon the work at the

site in the amount of the full replacement cost thereof (subject to such deductible

amounts as may be provided in these Supplementary Conditions or required by Laws and

Regulations). This insurance shall:

a. Include the interests of OWNER, CONTRACTOR, Subcontractors(All Tiers –

Contractor to list Subcontractors), ENGINEER, ENGINEER’S Consultants, and

any other persons or entities identified in the Special Provisions, each of whom

is deemed to have an insurable interest and shall be listed as an insured or

additional insured;

b. Deductible may not exceed $10,000 unless approved by an appropriate change

order.

c. be written on a Builder’s Risk special causes of loss policy form that shall at

least include insurance for physical loss and damage to the Work, temporary

buildings, false work and Work in transit and shall insure against at least the

following perils: fire, lightning, extended coverage, theft, vandalism and

malicious mischief, earthquake, collapse, debris removal, demolition occasioned

by enforcement of Laws and Regulations, water damage, flood, and other perils

as may be specifically required by the Supplementary Conditions;

d. include expenses incurred in the repair or replacement of any insured

property(including but not limited to the fees and charges of engineers and

architects);

e. cover materials and equipment in transit for incorporation in the Work or stored

at the site or at another location prior to being incorporated in the Work,

provided that such materials and equipment have been included in an

Application for Payment recommended by ENGINEER;

f. be endorsed to allow occupancy and partial utilization of the Work by OWNER;


g. include testing and start-up; and

h. be maintained in effect until final payment is made unless otherwise agreed to in

writing by OWNER, CONTRACTOR, and ENGINEER with forty-five days

written notice to each other additional insured to whom a certificate of insurance

has been issued.

i. CONTRACTOR and subcontractors shall be responsible for any deductible or

self-insured retention based on fault.

j. The policies of insurance required to be purchased and maintained by

CONTRACTOR in accordance with this Article 1.C shall comply with the

requirements of Paragraph 5.06.C of the General Conditions.

k. The policies of insurance required to be purchased and maintained by

CONTRACTOR in accordance with this Article 1.C shall comply with the

requirements of GC-5.06.C. The qualifications of the insurance company shall

comply with the requirements of Article 1 of these Supplementary Conditions.

2. BONDING

In addition to all bonding requirements indicated in Article 5 of the General Conditions, all Contractors

shall be responsible for meeting the Montana Workers Surety Bond Requirements per MCA 18-2-201.

3. ESTIMATED QUANTITIES

3.1 Estimated Quantities. All estimated quantities stipulated in the Proposal and other Contract

Documents are approximate and are to be used only (a) as a basis for estimating the probable

cost of the work; and (b) for the purpose of comparing proposals submitted for the work. It is

understood and agreed that the actual amounts of work done and materials furnished under unit

price items may vary substantially from such estimated quantities. The actual quantities will

depend on the conditions encountered at the time the work is performed, and the unit prices

apply, subject to the exceptions in Supplementary Condition 4 - Unit Price Work.

4. UNIT PRICE WORK

Paragraph 11.03 of the General Conditions is hereby deleted in its entirety and the following is

substituted in its place:

A. The unit price of an item of Unit Price Work shall be subject to reevaluation and

adjustment under the following conditions:

1. If the total cost of a particular item of Unit Price Work amounts to 10% or more

of the Contract Price and the variation in the quantity of that particular item of

Unit Price Work performed by Contractor differs by more than 25% from the

estimated quantity of such item indicated in the Agreement; and

2. If there is no corresponding adjustment with respect to any other item of Work;

and


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3. If Contractor believes that Contractor has incurred additional expense as a

result thereof; or if Owner believes that the quantity variation entitles Owner to

an adjustment in the unit price, either Owner or Contractor may make a claim

for an adjustment in the Contract Price in accordance with the General

Conditions if the parties are unable to agree as to the effect of any such

variations in the quantity of Unit Price Work performed."

5. PROJECT MEETINGS

5.1 Preconstruction Conference. After the Contract has been awarded, but before the start of

construction, a preconstruction conference will be held at a time and place mutually agreed to

by the parties. The conference shall be attended by the following: the Contractor and his

superintendent; the principal subcontractors; representatives of principal suppliers and manu-

facturers, as appropriate; the Engineer; Representatives of the Owner; and others as

appropriate.

Unless previously submitted, the Contractor shall bring the following submittals to the

conference: list of proposed Subcontractors; proposed construction schedule; schedule for

submitting shop drawings and other submittals; scheduled procurement dates; construction

technique submittal forms (as applicable); preliminary payment schedule; and tentative

schedule of values. Work shall not start prior to the Engineer's receipt of these submittals.

5.2 Progress Meetings. Progress meetings shall be held biweekly to review progress and requests

for payment, maintain coordination, update and modify scheduling requirements, and resolve

any problems that might develop. The Engineer shall preside at the meeting.

6. GOVERNING STANDARDS AND REGULATORY REQUIREMENTS

6.1 Jurisdiction. The performance of this work shall be under the jurisdiction of the following

agencies, departments, and standards and compliance with the requirements thereof is required:

Federal Level: United States law; United States Corps of Engineers; Environmental

Protection Agency.

State Level: Montana Code Annotated; Montana Department of Environmental Quality; Dept.

of Fish, Wildlife & Parks (SPA); Department of State Lands; the Department of Natural

Resources and Conservation; the Montana Building Codes Division; Uniform Building Code,

(latest edition); Uniform Plumbing Code, (latest edition); Uniform Mechanical Code, (latest

edition); Uniform Fire Code (latest edition); National Electric Code, (latest edition).

Permits. The Contractor must also comply with the requirements of any permits obtained for

the project by the Owner. These permits may include stream bed crossing permits, flood plain

permits, etc. Copies of any of these permits are available upon request from the Engineer.

However, the Contractor shall be responsible for obtaining any permits regarding the discharge

of any water related to the construction of this project (this includes a Montana Department of

Environmental Quality 3A Permit).

Local Level: City ordinances and regulations.


6.2 Contractor's Responsibility. The Contractor shall familiarize himself with the requirements of

all regulatory agencies pertaining to the performance of the work on the project. The

Contractor shall perform all work in accordance with the regulatory requirements. Any conflict

between the Contract Documents and the regulatory requirements shall be brought to the

immediate attention of the Engineer.

7. SUBMITTALS

7.1 Construction Schedule. The Contractor shall submit to the Engineer for review a schedule of

the proposed construction operations. The construction schedule shall indicate the sequence of

the Work, the time of starting and completion of each part, and at a minimum one entry for

each bid item and trade involved therein.

Whenever 10 percent or more of the schedule items are inconsistent with the original schedule,

the Contractor shall prepare a revised schedule and narrative plan that indicates corrective

action that will bring the progress of the work back to the original schedule completion dates.

The revised schedule and narrative shall be submitted to the Engineer for review, approval, or

comment before any further pay requests will be received or recommended for payment.

The construction schedule shall be acceptable to the Engineer before the Notice to Proceed is

issued.

7.2 Schedule of Values. The Contractor shall prepare and submit to the Engineer a schedule of

values for each lump sum bid item on the Proposal. Each item shall be subdivided to show the

portion of payment assigned to each work location and work item or trade involved. The

schedule of values, showing the value of each kind of work at each site, shall be acceptable to

the Engineer before any application for payment is prepared.

The sum of the items listed in the schedule of values shall equal the lump sum price for the bid

item. Items such as bond premium, temporary construction facilities, and office expense may

be listed separately in the schedule of values, provided the amounts can be substantiated.

Overhead and profit shall not be listed as separate items.

An unbalanced schedule of values providing for overpayment of the Contractor on items of

work which would be performed first will not be accepted. The schedule of values shall be

revised and resubmitted until acceptable to the Engineer. Final acceptance by the Engineer shall

indicate only consent to the schedule of values as a basis for preparation of applications for

progress payments and shall not constitute an agreement as to the value of each indicated item.

7.3 Schedule of Payments. Within 10 days after the effective date of the Agreement, the Contractor

shall furnish to the Engineer a schedule of estimated monthly payments. The schedule shall be

revised and resubmitted each time an application for payment varies more than 10 percent from

the estimated payment schedule.

7.4 Approval of Subcontractors. Contractor shall submit a list of Subcontractors to be used on the

project and it shall be acceptable to the Owner prior to starting work. For each Subcontractor

include name, address, phone, type of work, registration number, approximate contract value

and a list of projects completed within the last 5 years by the Subcontractor.


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7.5 Shop Drawings and Engineering Data. In addition to the construction schedule, the Contractor

shall submit to the Engineer a Shop Drawing Schedule indicating the title and appropriate date

that all anticipated shop drawings will be submitted to the Engineer before the Engineer will

proceed with the review of any submittals.

All submittals, regardless of origin, shall be stamped with the approval of the Contractor

indicating his review and identified with the name and number of this Contract, Contractor's

name, and references to applicable specification paragraphs and Contract Drawings. Each

submittal shall indicate the intended use of the item in the work. When catalog pages are

submitted, applicable items shall be clearly identified. The current revision, issue number, and

date shall be indicated on all drawings and other descriptive data.

Substitutions will be considered through completion of a Substitution Request Form (bound

into the Appendix of these documents).

All deviations from the Contract Documents shall be identified on each submittal and shall be

tabulated in the Contractor's letter of transmittal. Such submittals shall, as pertinent to the

deviation, indicate essential details of all changes proposed by the Contractor (including

modifications to other facilities that may be a result of the deviation) and all required piping

diagrams.

The Contractor shall accept full responsibility for the completeness of each submission and, in

the case of a resubmission, shall verify that all exceptions previously noted by the Engineer

have been taken into account. In the event that more than one resubmission is required because

of failure of the Contractor to account for exceptions previously noted, the Contractor shall

reimburse the Owner for the charges of the Engineer for review of additional resubmissions.

The costs of additional review shall be deducted from the Contractor's progress payments.

Any need for resubmission or any other delay in obtaining the Engineer's review of submittals

will not entitle the Contractor to extension of the Contract Time unless delay of the work is

directly caused by a change in the work authorized by a Change Order or by failure of the

Engineer to return any submittal within three (3) weeks after its receipt in the Engineer's office.

One (1) copy of each drawing and necessary data or schedule shall be submitted to the

Engineer. Improper format or illegible information shall be cause to return submittals without

review. The Engineer will not accept submittals from anyone but the Contractor. Submittals

shall be consecutively numbered in direct sequence of submittal and without division by

subcontracts or trades. Items resubmitted shall bear the number of the first submittal followed

by a letter (A, B, etc.) to indicate the sequence of the resubmittal.

When the schedules, drawings, and data are returned marked RETURNED FOR

CORRECTION, the corrections shall be made as noted thereon and as indicated by the

Engineer and corrected copies shall be resubmitted.

When corrected copies are resubmitted, the Contractor shall in writing direct specific attention

to all revisions and shall list separately any revisions made other than those called for by the

Engineer on previous submissions.


When the drawings and data are returned marked EXCEPTIONS NOTED, no additional

submission is needed provided all exceptions marked are incorporated into the item. No re-

submission is required for submittals marked NO EXCEPTIONS NOTED or RECORD COPY.

Portions of the work requiring a shop drawing or sample submission shall not begin until the

shop drawing or submission has been reviewed and returned with no resubmission needed by

the Engineer. A copy of each processed shop drawing and each processed sample shall be kept

in good order by the Contractor at the site and shall be available to the Engineer.

No materials-on-site payments will be approved in applications for partial payment for

equipment or materials until shop drawings for same have been reviewed and returned by the

Engineer without a requirement for resubmission.

7.6 Record Drawings and Survey Data. The Contractor shall prepare and maintain drawings record-

ing the constructed characteristics of all aspects of the work. Record drawings shall be of suffi-

cient detail and accuracy to permit ready identification and location of all component parts and

hidden or buried facilities. This is especially important in the case of part time construction

observation by the Engineer.

The record drawings and survey data shall be made available to the Engineer at all times. This

includes all field books, notes, and other data developed by the Contractor in performing

surveys required as part of the work.

Upon completion of the work, a paper copy of all record drawings and survey data shall be

transmitted to the Engineer and Owner.

8. WEED CONTROL

Prior to mobilizing equipment on the project site, the Contractor shall clean his equipment and vehicles

to assure no weeds are imported. If there is an abnormal growth of noxious weeds on a project site after

construction as determined by the Owner or local weed control authority, the Contractor will be

responsible for weed control for the duration of the contract warranty.

9. REGULAR HOURS AND WEATHER DAYS

9.1 Regular Hours. The regular work week shall consist of five working days, Monday through

Friday, with regular working hours of 8:00 a.m. to 5:00 p.m. Written requests to perform any

work outside of the regular work week or normal working hours must be delivered to the

Owner and Engineer no less than 48 hours prior to the planned start of the work. Contractor

may not work other than regular hours without written approval from Owner and Engineer.

9.2 Weather Days. In the event inclement weather or the aftermath of inclement weather prevents

the Contractor from performing any compensable work for a minimum of 60% of the Regular

day or other work period approved by the Owner, he may request a credit for that day. No

credit for inclement weather will be allowed on non-working days. A request for a weather day

must be submitted to the Engineer by the end of each calendar day being requested.

9.3 Winter Shutdown. In the event of the onset of winter weather, a winter shutdown will be

granted upon written request and mutual agreement of the Contractor and Owner, provided the

Contractor has complied with the contract documents and has adequately protected the site and


Page 11

adjacent property. Contract time will continue to run until the Contractor has satisfied these

conditions and Contractor shall not be entitled to additional contract time if it fails to satisfy

these conditions. Work will commence in the spring at the earliest possible date.

9.4 Standby Time. No separate payment will be made for standby time, inactive periods beyond

Contractor control or inactive periods resulting from requirements of this Contract. Such time

will be considered incidental to the required work. Standby time can be expected, but is not

limited to waiting for completion of other related contractors work.

10. CONTRACTOR REIMBURSED ENGINEERING COSTS

The Contractor shall reimburse the Owner the full cost of Engineering services in the event the Engineer

incurs unscheduled employment necessitated by the Contractor.

Examples of unscheduled employment of the Engineer are the following Contractor actions:

1) Working more than forty (40) hours per week, more than five (5) days per week and

Saturdays, Sundays, and holidays.

2) Furnishing materials or equipment not in conformance with Contract Documents

necessitating redesign by the Engineer.

3) Working beyond the time of completion established in the Notice to Proceed with

Construction.

4) Retests by the Engineer of tests that have failed.

5) Retests by others for tests that require Engineer's presence.

6) Repeated review of submittals and shop drawings that have not been approved.

7) Additional inspection as a result of unacceptable work.

8) Failing to follow design or construction documents.

9) Submitting excessive or unreasonable claims requiring Engineer’s review.

10) Failing to properly document pay requests.

11) Failing to provide or adhere to schedules.

12) Other services that are within the Contractor's control to avoid.

The Engineering fees to be reimbursed by the Contractor shall be according to the following schedule:

1) Labor: At the Engineer's current billable rates, including overhead, as referred to in the

Agreement between the Owner and Engineer, plus 15% profit.

2) Other Consultant: At actual cost plus 10%


3) Mileage: 4X4 @ $0.585/mi.; 2WD @ $0.535/mi.

4) Per Diem: IRS allowable rate

5) Other expenses and laboratory testing: Actual Cost + 10%

6) Field Testing: Engineer's current billable rate for specific equipment utilized

Contractor shall make payment of these Engineering services by deduction from the project progress

payments or final payment or by invoice to the Contractor.

The Engineering contract will be analyzed at the end of the project to determine whether any

unscheduled employment of the Engineer, during the schedule contract time, resulted in a cost savings to

the Owner. If, as a result of working more than 40 hours per week, five days per week, the Contractor

completes the project within the scheduled time, and if the overtime results in a reduced contract time

and cost savings to the Owner, no damages will be assessed for the unscheduled employment of the

Engineer during the scheduled contract time. Damages will be assessed as stipulated for each day the

work remains uncompleted beyond the scheduled contract time.

11. CONSTRUCTION PROGRESS

11.1 The Contractor shall maintain suitable progress on the job at all times. This shall include the

presence of full crews with superintendents effectively operating with proper equipment and

tools. In the event the Owner is dissatisfied with the progress, performance, or timing of the

work, the Owner will give the Contractor written notice in which the Owner will specify in

detail the cause of dissatisfaction. Should the Contractor fail or refuse to remedy the matters

indicated and fail to submit a detailed schedule indicating how the Contractor shall complete

the work in the Contract Time remaining within ten (10) days after the written notice is

received by the Contractor, the Owner will have the right to take control of the work and either

make good the deficiencies of the Contractor itself or direct the activities of the Contractor as

the Owner deems advisable, or the Owner may terminate the Contract. In either event, the

Owner will be entitled to collect from the Contractor all expenses in completing the work.

11.2 Should an unforeseen or changed site condition arise on a portion of the work, the Contractor

shall immediately notify the Owner in writing. The Owner and Engineer will work with the

Contractor to resolve such a condition in a fair and equitable manner as soon as possible.

However, the Contractor shall continue work on any or all portions of the work that are not

directly affected by the unforeseen or changed site conditions or, when directed by the

Engineer, the Contractor shall continue work on the disputed portion of the work in confor-

mance with the appropriate section of these General Requirements. No claim for additional

Contract Price or Time for standby will be allowed. Failure or refusal of the Contractor to

continue such work will be cause for the Owner to take control of the work or terminate the

Contract as herein provided and to employ such additional help as the Owner deems advisable

to maintain progress. The costs of any such work will be deducted from the Contractor's

monthly progress payments. The Contractor shall be subject to liquidated damages for any

overrun of the Contract Time resulting from his failure or refusal to continue work as described

above.


Page 13

12. REPAIR AND REPLACEMENT QUALITY

12.1 General. Items requiring repair or replacement due to damage or removal or otherwise

necessitated in the course of pursuance of the work and which are not otherwise specified

herein, shall be repaired or replaced to the following levels of quality.

12.2 Paved and Graveled Roads, Curb and Gutter, Driveways, and Sidewalks. Repair or replacement

shall be to a thickness and grade matching the existing condition. Quality of materials and

methods shall comply with respective sections of the current edition of the Montana Public

Works Standard Specifications. Any removed or damaged pavement markings shall be

replaced to match the existing markings.

12.3 Water and Sewer Mains and Services. Repair or replacement shall be in a manner consistent

with the existing condition using materials conforming to the Uniform Plumbing Code, the

current editions of the Montana Department of Environmental Quality Design Standards, and

other requirements of the Montana Department of Environmental Quality. Construction shall

also comply with the current edition of the Montana Public Works Standard Specifications.

Repair or replacement will not be allowed with materials like the existing installation if they do

not conform to the above-referenced standards.

12.4 Electrical, Telephone, Cable TV, Natural Gas, and Petroleum Lines. Repair or replacement

shall be to the standards required by the utility owner and at the utility owner's option may be

performed by the utility owner with the full cost assessed to the Contractor.

12.5 Lawn Restoration, Fertilizing, and Seeding. All areas disturbed by the Contractor's operations

such as, but not limited to, haul roads, loading operations and disposal operations shall be

restored by grading to the original contours, and fertilizing and seeding (See Special Provision

38 for Additional Requirements). This will include repair or replacement of all disturbed

vegetation to pre-construction standards as required by the Owner and landowner. The seed

mixture and fertilizer to be used will be submitted to the Engineer prior to application on the

prepared seed bed. The Contractor shall include the cost of this work in the price bid for other

items of work, and no separate compensation will be allowed.

12.6 Fences and Gates. All fences and gates adjacent to any work site are to be maintained to the

satisfaction of the abutting property owners. The Contractor shall notify the landowners of the

need to temporarily remove or relocate fences for access to the work and shall coordinate such

activities with the respective landowners in regards to removal, relocation, and restoration of

fences prior to commencing work.

Any fence or gate removed or destroyed during the course of the Contract shall be reinstalled or

reconstructed in like kind at no cost to the Owner or the landowner.

The cost for this work shall be considered incidental and no additional compensation will be

allowed.

12.7 Other Items. Repair or replacement of other items not covered by the preceding shall be to the

standards required by the owner of the item and at the owner's option may be performed by the

owner of the item with the full cost assessed to the Contractor.


12.8 Decisions Regarding Repair versus Replacement. The decision of repair versus replacement of

an affected item shall be at the discretion of the Engineer upon consultation with the owner of

the item. The decision shall be based on a determination of whether repaired quality can equal

the quality of a replacement installation. The Engineer's authority shall be final in this regard.

12.9 Limits of Repair or Replacement. The limits of areas to be repaired or replaced shall be

determined by the Engineer in the field based on the extent of damage or removal sustained.

The determination shall be based on insuring that all damaged or removed portions of the

existing installation are fully restored. The authority of the Engineer in this regard shall be

final. All work effects outside limits as described in these Contract Documents are subject to

repair and replacement quality as described herein.

12.10 Repair by Party Owning or Maintaining Item. The party owning or maintaining the item under

consideration shall have the exclusive right to undertake repair or replacement themselves and

charge the Contractor for full costs incurred or to direct and supervise the Contractor to repair

or replace the item to their standard of quality. The authority of the owner of the item shall be

final in this regard.

13. REJECTED WORK

Any defective work or nonconforming materials or equipment that may be discovered at any time prior to

the expiration of the warranty period, shall be removed and replaced by work which shall conform to the

provisions of the Contract Documents. Any material condemned or rejected shall be removed at once

from the project site. Failure on the part of the Engineer to condemn or reject bad or inferior work or to

note nonconforming materials or equipment on Contractors submittals shall not be construed to imply

acceptance of such work. The Owner shall reserve and retain all its rights and remedies at law against the

Contractor and its Surety for correction of any and all latent defects discovered after the guarantee

period.

The Engineer will have the authority to reject work which does not conform to the Contract Documents

and will provide the Owner with a list of defective work and nonconforming materials or equipment.

The Owner will then promptly provide the Contractor with the list of defective work and nonconforming

materials or equipment.

14. TRAFFIC CONTROL

The Contractor shall schedule his construction operations in a manner which will assure that: 1) the

safety and convenience of motorists and pedestrians, and the safety of construction workers, are

adequately met at all times; and 2) the project is completed in a manner most beneficial to the project as a

whole. All signing and striping shall conform to the standards set forth in the Manual of Uniform Traffic

Control Devices (MUTCD).

Traffic control shall be provided in full compliance with MUTCD during materials hauling and

equipment operation or transport along public roadways. Control shall include necessary signing, flag-

persons, barricades, and hazard markers. At least one-way traffic shall be maintained at all times with

continuous passage for emergency vehicles from either direction. In special cases as noted in the Special

Provisions, maintenance of two way traffic may be required. At the conclusion of daily construction

activities, the Contractor shall insure that proper traffic control measures remain in effect overnight and

through the weekend. This includes protecting any open excavations or other hazards.


Page 15

Prior to any construction, the Contractor shall prepare and submit a detailed traffic control plan in

accordance with the Submittals Section. The plan shall include, at a minimum, the following:

• Calendar time periods of proposed traffic interruptions and control.

• Locations of all signs, markers, barricades, and other traffic control devices to be used.

• Specifications for signs, markers, and barricades including references to MUTCD.

• Locations for flag-persons where used, along with anticipated dates and hours of use.

• Routing of any detours required.

The traffic plan will be subject to review and approval by the Montana Department of Transportation for

roads under their jurisdiction, by the local county for county roads, by the local municipalities for

municipal roads, and by the U.S. Forest Service or Bureau of Land Management for roads under their

control. These approvals will be in addition to that provided by the Engineer in accordance with the

Submittals Section. No work may commence until all approvals of the traffic plan have been secured.

15. RESERVED

16. BLASTING

No blasting will be allowed on this project.

17. CONTRACT DOCUMENT DISCREPANCIES

17.1 In the event that any provision of one Contract Document conflicts with the provision of

another Contract Document, the provision in that Contract Document first listed below shall

govern, except as otherwise specifically stated:

• Agreement

• Addenda to Contract Documents

• Performance and Labor & Materials Bonds

• Bid Proposal

• Bid Security

• Special Provisions

• Invitation to Bid

• Instructions to Bidders

• Drawings

• Technical Specifications

• City of Columbia Falls Standards for Public Works Improvements

• RPA Supplementary Conditions

• General Conditions

18. PROJECT CLOSE-OUT

18.1 Once the Contractor has completed construction, a substantial completion inspection is held to

assess any remaining or corrective work and permit close-out of the Contract. The following

conditions must be met before the substantial completion inspection is scheduled:

• Work must be substantially complete and fit for its intended purpose.


• Contractor must file a Contractor's Certificate of Completion (form found under

Miscellaneous Forms in Appendix A) requesting a substantial completion inspection by

the Owner and Engineer.

18.2 Following the inspection, the Engineer prepares and signs a Certificate of Substantial Comple-

tion and attaches a list of any remaining or corrective work needed based on the inspection. The

Certificate is sent to the Contractor, who must complete the listed work. After the Engineer

verifies its completion, the construction is considered fully complete. The Owner may also wish

to field-verify proper completion.

18.3 Prior to final payment including release of retainage, the Contractor must furnish these items to

the Engineer:

• Completed Affidavit on Behalf of Contractor (lien release) using the form provided in

the Contract Documents under Miscellaneous Forms.

• Executed copies of any pending Change Orders or claims.

• The final Change Order shall reconcile bid quantities to reflect actual quantities for

projects containing unit price items.

• Completed, revised and annotated record drawings and survey notes.

• Additional Copies of O&M manuals and warranties as specified.

• Final Payment Request for balance of Contract Price due.

• Completed Consent of Surety Company to Final Payment using the form provided in the

Contract Documents under Miscellaneous Forms.

• Certification of Payment of Prevailing Wage Rates as/if required by agencies providing

funding for the project.

Upon receipt and approval of these items, the Engineer will recommend final payment. The

retainage will be released with the final payment.

19. CLEANUP

19.1 Scope. This section covers the final preparations required to place the various components into

operation.

19.2 Final Conditioning. Before final acceptance is made, the entire work shall be cleaned and

conditioned. This shall consist of the following:

A. Grease, oil, grit, dirt, grime, debris, and other foreign materials shall be removed;

B. Chips, voids, cracks, and other imperfections in exposed concrete shall be repaired with

methods and materials approved by the Engineer;

C. Driveways and parking areas shall be swept and cleaned; and


Page 17

D. Landscaping shall be fine-graded and re-established where necessary.

19.3 Removal of Construction Equipment, Tools, and Supplies. At the completion of this Contract,

before acceptance of the work by the Owner, the Contractor shall remove all of his equipment,

tools, and supplies from the property of the Owner. Should the Contractor fail to remove such

equipment, tools, and supplies, the Owner shall have the right to remove them at the

Contractor's expense.

20. WARRANTY

The contractor shall warranty all materials and equipment furnished and work performed for a period of

one year from the date of substantial completion. The contractor warrants and guarantees for a period of

one year from the date of substantial completion of the system that the completed system is free from all

defects due to faulty materials or workmanship and the contractor shall promptly make such corrections

as may be necessary by reason of such defects including the repairs of any damage to other parts of the

system resulting from such defects. The Owner will give notice of observed defects with reasonable

promptness. In the event the contractor should fail to make such repairs, adjustments, or other work that

may be made necessary by such defects, the Owner may do so and charge the Contractor the cost thereby

incurred. The Performance Bond shall remain in full force and effect through the warranty period.

In addition, the Contractor shall be required to attend a warranty inspection, approximately 11 months

after substantial completion. The Owner and Engineer will also be present at this inspection. All

components of the project will be inspected for defects in materials or workmanship. Any defects found

shall be repaired by the Contractor as set forth in the previous paragraph.

SECTION IV

SPECIAL PROVISIONS

SPECIAL PROVISIONS

Page 1

SECTION IV

SPECIAL PROVISIONS

CONTENTS

1. Project Description

2. Site Inspection and Prebid Conference

3. Project Related Contacts

4. Contract Time and Liquidated Damages

5. Certificates of Insurance

6. Additional Insureds

7. Safety Standards

8. Payments to Contractor

9. General Construction Requirements

10. Engineering Interpretations

11. Continuing Performance

12. Engineering, Inspections, and Testing

13. Construction Surveys by Contractor

14. Utilities

15. Site Access

16. Construction Facilities and Controls

17. Disposal of Used Water

18. Site Dewatering

19. Smoke and Dust Control

20. Water Pollution/Sediment Control

21. Sanitary Facilities

22. Use of Completed Portions

23. Record Drawings

24. OSHA Regulations

25. Contaminated Materials

26. Public Notifications

27. Montana Veterans Home Vehicular Access and Pedestrian Control

28. Access to Riverwood Subdivision

29. Maintenance of Vehicular Access and Street Closures

30. Fees and Permits

31. Soils Information

32. Protection of Adjacent Improvements

33. Construction Water

34. Exploratory Excavation

35. Sub-Excavation and Stabilization

36. Sanitary Sewer Services and Septic System Abandonment

37. Disconnect Existing Well

38. Additive Alternate #1 – Residential Landscape and Irrigation Repairs

39. Measurement and Payment

SPECIAL PROVISIONS

Page 2

1. PROJECT DESCRIPTION

The project primarily includes extending City water and sewer service to the existing Riverwood

Estates Subdivision and associated road reconstruction. The proposed work generally consists of

removing the existing asphalt concrete pavement, placement of new gravel and asphalt,

abandonment of existing septic systems, new sewer mains and services, new fire hydrants, water

main extensions and vertical adjustments with new services, and other miscellaneous

improvements.

2. SITE INSPECTION AND PREBID CONFERENCE

All Bidders should satisfy themselves as to the construction conditions by personal examination

of the site of the proposed work and any other examination and investigation that they may desire

to make as to the nature of the construction and the difficulties to be encountered.

A prebid conference will be held at Columbia Falls City Council Chambers, 130 6th Street West

in Columbia Falls on Wednesday, March 1st, 2017 at 11:00 AM. Those interested in bidding the

project are encouraged to attend this meeting.

3. PROJECT RELATED CONTACTS

Wherever in these Documents the word "Owner" appears, it shall be understood to mean the City

of Columbia Falls.

Owner: City of Columbia Falls

130 6th Street West

Columbia Falls, MT 59912

Susan Nicosia: City Manager

Telephone: (406) 892-4394

Grady Jenkins: Public Works Director

Telephone: (406) 892-4430

Wherever in these Documents the word "Engineer" appears, it shall be understood to mean

Robert Peccia & Associates, Inc. The firm of Robert Peccia & Associates, Inc. has been duly

authorized by the Owner as the Engineer for the engineering design, submittal review, and

construction observation and will serve as the "Engineer" for those functions as related to this

project.

Engineer: Robert Peccia & Associates

102 Cooperative Way, Suite 300

Kalispell, MT 59901

Contact Person: Ryan Mitchell, PE, PLS: Project Manager

Telephone: (406) 752-5025

Contact Person: Ian Wargo, PE, LSI: Design Team Leader

Telephone: (406) 253-9879

SPECIAL PROVISIONS Page 3

The following is a list of Utility Companies that have utilities within the project limits:

Northwestern Energy (Gas)

Erik Smith

Telephone: (406) 871-2570

CenturyLink (Phone)

Tracey Palmer

Telephone: (406) 758-1212

Charter (Cable)

Wes Hewitt

Telephone: (406) 871-2729

Flathead Electric Coop (Power)

Stan Pluid

Telephone: (406) 751-4461

One Call Locators

Telephone: (406) 755-8456

4. CONTRACT TIME AND LIQUIDATED DAMAGES

4.1 Contract Time: Contract time for the entire project is 90 Calendar Days.

4.2 Liquidated Damages: Subject to the provisions of the Contract Documents, the

Owner shall be entitled to liquidated damages for failure of the Contractor to

complete the work within the specified contract time. Work will be considered

complete once substantial completion has been accomplished and all subsequent

punchlist items have been satisfactorily completed.

A. The Bidder further agrees to pay liquidated damages for

failure to complete the work within the specified contract

time and for expenses incurred by the Owner for

unscheduled employment of the Engineer during the

contract time overrun.

B. As compensation for non-use, the Contractor shall be

assessed a liquidated damage of $1,500 per calendar day for

each day that the work remains uncompleted beyond the

contract period for that particular Schedule. As

compensation for expenses incurred for unscheduled

employment of the Engineer, the Contractor shall be

assessed an additional liquidated damage as outlined in the

Supplementary Conditions.

SPECIAL PROVISIONS

Page 4

5. CERTIFICATES OF INSURANCE

The Contractor is responsible for providing the Owner with copies of Certificates of Insurance as

discussed in Paragraph 5.03.A of the General Conditions.

5.1 Failure of Owner to demand such certificates or other evidence of full compliance

with the insurance requirements outlined in the General Conditions and RPA

Supplementary Conditions, or failure of Owner to identify a deficiency from

evidence provided, shall not be construed as a waiver of Contractor’s obligations

to maintain such insurance.

5.2 By requiring the insurance and insurance limits specified, Owner does not

represent that coverage and limits will necessarily be adequate to protect

Contractor, and such coverage and limits shall not be deemed as a limitation on

Contractor’s liability under the indemnities granted to Owner in the Contract

Documents.

6. ADDITIONAL INSUREDS

In accordance with the insurance requirements outlined in the General Conditions and RPA

Supplementary Conditions the following entities shall be included as additional insureds:

OWNER: City of Columbia Falls

ENGINEER: Robert Peccia and Associates

AGENCIES: Montana Department of Natural Resources

and Conservation

PROPERTY OWNERS: Mark & Kelly Calvert

1800 Riverwood Drive

Jack & Roxanne Rogers


Michael Dyon


Meagann Longfield


Riverwood LLC


Mark & Vanessa Mueller


Bruce Dunluck


David & Joyce Baltz Living Trust





Stephen Swiackey


Roger & Virginia Elliott


Martin Bekier


Jeff & Marcia Henning


Douglas & Colleen Karper


Kathleen Sigler


Louis & Lynette Presta


William & Kathy Brunett


Donald & Susan Armstrong


Thomas & Deanna Anderson


Spring Hagen


Allen & Joanne Gianoli


Bonnie Long


Louis Bowne


Robert & Elaine Winslow Family Trust


Roy & Charmain Whitworth


Forrest & Jocelyn Tillman


Use the Additional Insured Endorsement CG 20,32 or equivalent acceptable to the Owner and

Engineer.

7. SAFETY STANDARDS

The Contractor shall be solely and completely responsible for conditions of the jobsite, including

safety of all persons (including employees) and property during performance of the work. This

requirement shall apply continuously and not be limited to normal working hours. Safety

provisions shall conform to U.S. Department of Labor (OSHA), and all other applicable federal,

state, county, and local laws, ordinances, codes, and regulations. Where any of these are in

conflict, the more stringent requirement shall be followed. The Contractor's failure to thoroughly

SPECIAL PROVISIONS

Page 6

familiarize himself with the aforementioned safety provisions shall not relieve him from

compliance with the obligations and penalties set forth therein.

The Contractor shall develop and maintain for the duration of this contract a safety program that

will effectively incorporate and implement all required safety provisions. The Contractor shall

appoint an employee who is qualified and authorized to supervise and enforce compliance with

the safety program.

The duty of the Engineer to conduct construction review of the work does not include review or

approval of the adequacy of the Contractor's safety program, safety supervisor, or any safety

measures taken in, on, or near the construction site.

The Contractor, as a part of his safety program, shall maintain at his office or other well-known

place at the jobsites, safety equipment applicable to the work as prescribed by the aforementioned

authorities, all articles necessary for giving first-aid to the injured, and shall establish the

procedure for the immediate removal to a hospital or a doctor's care of persons (including

employees) who may be injured on the jobsite.

If death or serious injuries or serious damages are caused, the accident shall be reported

immediately by telephone or messenger to both the Owner and the Engineer. In addition, the

Contractor must promptly report in writing to the Owner and the Engineer all accidents

whatsoever arising out of, or in connection with, the performance of the work whether on, or

adjacent to, the site, giving full details and statements of witnesses.

If a claim is made by anyone against the Contractor or any Subcontractor on account of any

accident, the Contractor shall promptly report the facts in writing to the Owner and the Engineer,

giving full details of the claim.

The Contractor shall take all necessary provisions for safe handling of chemical amendments and

potentially hazardous wastes, including apprising himself of hazards, developing safety plans,

providing emergency and decontamination services, and developing spill containment

procedures.

8. PAYMENTS TO CONTRACTOR

8.1 Scope. This section supersedes the sections of the General Conditions pertaining

to payments to the Contractor, to be in compliance with MCA 28-2-2103 as

amended on October 1, 2003. If an alternate billing, approval, and/or payment

cycle is required for this project those provisions are discussed in the “Instructions

to Bidders” section of these Contract Documents, and shall supersede this section

on Payments to the Contractor.

8.2 Application for Partial and Final Payment. The Contractor shall prepare and

submit one (1) copy of the Application for Payment on a monthly billing cycle. At

the preconstruction conference it will be agreed upon which day of the month this

application should be submitted so that it coincides with the Owner’s billing

approval and payment schedule. After the first partial payment request is


submitted the Contractor shall submit their subsequent applications on the same

date each month for the duration of the project.

After the Contractor submits their Application for Payment the Owner will have

twenty one (21) calendar days to review and approve payment for the entire

amount of the request, or the undisputed portion of the request. During this same

time period the Engineer will review the payment request and make

recommendations to the Owner on the items which the Engineer feels are

approved for payment, and which items are in dispute. Items which are in dispute

will be documented in writing and provided to the Contractor for correction and

resubmission on subsequent payment requests. The undisputed portion will be

approved for payment, and will be paid within seven (7) calendar days after

approval. Five percent (5%) retainage of all partial payments will be withheld

from payment until the completion of the project as discussed in the Measurement

& Payment section of these Special Provisions.

The Final Application for Payment, including release of the five percent (5%)

retainage, may only be submitted after the Engineer has signed the Certificate of

Substantial Completion and all punchlist items have been addressed as described

in Supplementary Condition 18.

9. GENERAL CONSTRUCTION REQUIREMENTS

9.1 Quality Assurance. The Engineer will monitor the construction of work covered

by this section to determine if the work is being performed in accordance with the

contract requirements. The Engineer does not have the authority or the means to

control the Contractor's methods of construction. It is, therefore, the Contractor's

responsibility to utilize all methods, equipment, manpower, and other means

necessary to assure that the work is installed in compliance with the Drawings and

Specifications, and laws and regulations applicable to the work. All buried work

items shall be installed in the presence of the Engineer or may not be considered

for payment.

9.2 Grade and Alignment. The Engineer will provide benchmark elevations

throughout the entire project area as necessary. The Contractor shall provide, with

his own equipment, tools, material, and labor, all intermediate line and grade

control necessary to install the work within the tolerances specified. The

Contractor shall calibrate and maintain all line and grade control equipment,

including transits, levels, lasers, and other equipment, periodically to assure their

accuracy.

9.3 Tolerances. Construction tolerances for the work, shall be as outlined in the

Technical Specifications.

9.4 Construction Limits. Where construction limits, or property lines, are not

specifically called out on the Drawings, the limit shall be 5 feet, when measured

each way from the centerline of the new pipe, or to the adjacent property line,

SPECIAL PROVISIONS

Page 8

whichever is less. Disturbance and equipment access beyond this limit is not al-

lowed without the written approval of both the Engineer and the Owner of the af-

fected property. If so approved, disturbance beyond construction limits shall meet

all requirements imposed by the landowner; this includes existing roads used

and/or improved as well as the construction of new access roads. Special con-

struction, reclamation, or post-construction road ripping or other closure

provisions required by the landowner on access roads beyond the construction

limits shall be performed by the Contractor at no additional cost to the Owner.

9.5 Areas of Disturbances. Approved areas of disturbance are those areas disturbed

by construction activities within the construction limits and along designated or

approved access routes. Such areas shall require reclamation and revegetation

operations, including grading to the original contours, topsoiling with salvaged or

imported topsoil, seeding, fertilizing, and mulching as specified herein (See

Special Provision 38 for Additional Requirements).

Other areas that are disturbed by the Contractor's activities outside of the limits

noted above will be considered as site damage or unapproved areas of

disturbance subject to the repair and replacement quality as specified herein. Such

areas will also require the reclamation and revegetation operations noted above

and as specified herein, but costs of such work shall be borne by the Contractor.

This includes areas selected by the Contractor outside the defined construction

limits for mobilization, offices, equipment, or material storage.

The Contractor shall order sufficient materials to perform the required work for all

areas of disturbance. The Owner will pay for the required revegetation work in all

approved areas of disturbance. The Contractor will pay for the required

revegetation work in all unapproved areas of disturbance.

10. ENGINEERING INTERPRETATIONS

10.1 Engineering Decisions: It is realized that timely engineering decisions on

construction activities or results have an important bearing on the Contractor's

schedule. On this project the Engineer will make every effort to have an On-Site

Representative (OSR) readily available to the project during the construction

period, who has the authority to make judgment calls on matters dealing with

interpretation of the plans and specifications, with the one qualification; that he

shall have the right to take twenty-four (24) hours to confer with other Engineers

before giving said decision.

10.2 When the decision affects a plan design or specification change, it should be

realized that more time may be required than twenty-four (24) hours to gain the

necessary Owner and funding source participation in the decision process

including time for formal change order preparation as required.


11. CONTINUING PERFORMANCE

11.1 Scope. This section supplements the procedures set forth in the General

Conditions to be followed in the event any part of the work or any change thereto

becomes disputed. Resolution of unresolved disputes is discussed in the General

Conditions.

11.2 Maintenance of Progress. Time is of the essence in completion of this project.

The Contractor shall continue to actively execute all work. Failure of the

Contractor to actively and effectively pursue the work shall be sufficient grounds

for the Owner to terminate the services of the Contractor as provided in Section

15.02 of the General Conditions except, however, that a 10-day notice of termina-

tion shall be given only once. Resumption of work by the contractor, after

receiving notice of termination, will not reinstate the 10-day notice period; and the

Owner may at any time after the 10-day period immediately take whatever action

the Owner deems necessary to maintain the construction schedule, at the Contrac-

tor's expense.

12. ENGINEERING, INSPECTIONS, AND TESTING

All work will be tested and inspected to insure compliance with the Contract Documents.

Complete payment will not be made until the Contractor has demonstrated that the work is

complete and has been performed as required. If the Engineer detects a discrepancy between the

work and the requirements of the Contract Documents at any time, up to and including final in-

spection, such work will not be completely paid for until the Contractor has corrected the

deficiency.

The Engineer will monitor the construction of work to determine if the work is being performed

in accordance with the contract requirements. The Engineer does not have the authority or means

to control the Contractor's methods of construction. It is, therefore, the Contractor's responsibility

to utilize all methods, equipment, manpower, and other means necessary to assure that the work

is installed in compliance with the Drawings and Specifications, and laws and regulations

applicable to the work. Any discrepancies noted shall be brought to the Contractor's attention,

who shall immediately correct the discrepancy. Failure of the Engineer to detect a discrepancy

will not relieve the Contractor of his ultimate responsibility to perform the work as required.

The Contractor shall inspect the work as it is being performed. Any deviation from the Contract

requirements shall be immediately corrected. Prior to any scheduled inspection by the Engineer,

the Contractor shall again inspect the work and certify to the Engineer that he has inspected the

work and it meets the requirements of the Contract Documents. All buried work items shall be

inspected by the Engineer prior to backfilling, or may not be considered for payment.

The work will be subject to review by the Owner, whose findings shall be as valid as those of the

Engineer. The results of all such observations shall be directed to the Contractor through the

Engineer.

SPECIAL PROVISIONS

Page 10

12.1 Testing and Inspection Services Provided by the Contractor. The Contractor shall

provide the following services:

a. Preparation and certification of all required shop drawings and submittals

as described in the Supplementary Conditions.

b. Tests as required by the Contract Documents which include, but are not

limited to compaction testing, material gradations, fine soil analysis,

pressure tests, bacteria testing and T.V. inspections. All tests requiring the

services of a laboratory to determine compliance with the Contract

Documents shall be performed by an independent commercial testing

laboratory acceptable to the Engineer. The laboratory shall be staffed with

experienced technicians properly equipped, and fully qualified to perform

the tests in accordance with the specified standards.

c. Moisture-density curves of the different types of base course material,

backfill and bedding material encountered or supplied.

d. The Contractor shall arrange for and pay for an independent laboratory to

prepare a bituminous surfacing job-mix formula and to test for compaction

and job-mix compliance during the paving operations as called out in the

Technical Specifications.

e. The Contractor shall provide the Engineer with a written schedule

indicating dates for specific testing and inspection services to be

performed. The schedule shall be updated as required to give the Engineer

at least one week's advance notice. The Contractor shall notify the

Engineer immediately of any change or shall be subject to pay engineering

fees as herein defined.

f. Maintenance of project record drawings.

g. The Contractor shall arrange for and pay for all tests required not

specifically identified below as being performed by the Engineer.

12.2 Testing and Inspection Services Provided by the Owner. The Owner shall provide

the following services at no cost to the Contractor except as required for retests as

defined in the Contract Documents.

a. The Owner/Engineer will observe and review the results of the

Contractor’s placement and compaction of Asphalt Concrete Pavement,

in-place soil and aggregate density tests, pressure tests, bacteria testing,

pipe installation and concrete strength laboratory tests. Contractor shall

coordinate tests with the Owner/Engineer and provide all necessary

equipment and labor to perform the required tests.


13. CONSTRUCTION SURVEYS BY CONTRACTOR

The Contractor will be responsible for all layout and construction staking utilizing the Engineer’s

existing control and coordinate data for street, sidewalks, monuments, manholes, and any other

construction which requires surveying. Dimensions and elevations indicated in layout of work

shall be verified by the Contractor. Discrepancies between Drawings, Specifications, and

existing conditions shall be referred to the Engineer for adjustment before work is performed.

Existing Engineer Control: The Engineer has set survey control (horizontal and vertical) for use

in the design and ultimately the construction of these improvements. A listing of the coordinates

and vertical elevation for each of these control points is included in the Plans. From these

control points the Contractor shall layout the work by establishing all lines and grades at the site

necessary to construct the work and shall be responsible for all measurements that may be

required for the execution of the work to the location and limit marks prescribed in the

specifications or on the Contract Documents.

Several of the Engineer’s control points may have been disturbed or accidentally removed before

contractor layout begins. The Contractor will be responsible for verifying the accuracy of all

control points and laying out all critical project points with the remaining control points. The

Contractor will be responsible for preserving and protecting the survey control until proper

referencing by the Contractor has been completed. Any survey control obliterated, removed, or

otherwise lost during construction will be replaced at the Contractor’s expense. Any claims

relating to survey location or construction staking accuracy must be supported by original control

point data and verified in the field to the satisfaction of the Engineer.

The Contractor will utilize the services of a Professional Land Surveyor, currently licensed in

the State of Montana, for the construction staking for this project. Minimum project staking

frequencies are as follows:

a. Gravity Utility Mains & Services: Stake all manholes and pipe stub-outs with two

aligned offset hubs with cut/fill values referenced to pipe inverts. Services only

need one stake to identify horizontal location of the service at the main tie-in (no

hub or cut/fill information required).

b. Pressurized Utility Mains & Services: Stake all valves, fittings, hydrants, tees,

stub-outs and angle breaks with two aligned offset hubs with elevations. Services

only need one stake to identify horizontal location (no hub or elevation required).

Mains shall be staked, at a minimum, every 100 feet with an offset hub with

elevation.

c. Roadway: Centerline offset hubs every 100 feet with elevations. When possible,

place hubs near Right-of-Way lines or outside of the construction limits.

The following are additional staking requirements that may be performed by the

Contractor if the Contractor proves to have sufficient equipment/experience to do

so: All subgrade surfaces shall be staked (with blue tops) every 50 feet

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longitudinally. All base course gravel surfaces shall be staked (with blue tops)

every 25 feet longitudinally. When in cut or fill sections, exceeding 2 feet in

depth from existing at centerline, slope staking shall be provided every 25 feet

longitudinally.

Contractor shall be aware of property pins not specifically called out for removal. Damage to

these pins will require replacement of such by a registered land surveyor at no cost to the owner.

The Contractor is responsible for the location and elevation of all the construction contemplated

by the Contract Documents.

The Contractor is responsible for documenting the location, color, and type of any pavement

markings so markings can be reinstalled in existing locations.

Prior to commencing work, the Contractor shall carefully compare and check all drawings, each

with the other that in any way affects the location or elevation of the work to be executed by him,

and should any discrepancy be found, he shall immediately report the same to the Engineer for

verification and adjustment. Any duplication of work made necessary by failure or neglect on his

part to comply with this function shall be done at his sole expense.

For surveys necessary to determine the amount of progress payments, the Contractor will be

required to furnish all personnel, equipment and material required to make such surveys as are

necessary to determine the quantities of work performed or placed during the period covered by

the progress payment. All original field notes, computations and other records taken by the

Contractor for the purpose of quantity and progress surveys shall be furnished promptly to the

Engineer and shall be used to the extent necessary in determining the proper amount of payment

due to the Contractor. These field notes, computations and other records shall be neat and

orderly. Field notes shall be complete and in a standard format approved by the Engineer.

Unless waived, all quantity surveys made by the Contractor may be reviewed by the Engineer.

No separate payment will be made for the work covered under this section of the Specifications

and all costs in connection therewith shall be included in the price bid for related work items.

14. UTILITIES

The exact locations of existing underground utilities that may conflict with the work are not

precisely known. It shall be the Contractor's responsibility to contact the owners of the respective

utilities and arrange for field location services. The Contractor alone is responsible for

coordinating the work with the utility owners. Any delay resulting from the utilities is the

Contractor’s responsibility and shall not be cause for an increase in contract time.

14.1 Notification. The Contractor shall contact, in writing, all public and private utility

companies that may have utilities that may be encountered during excavation. The

notification shall include the following information:

* The nature of the work that the Contractor will be performing.

* The time, date and location that the Contractor will be performing work

that may conflict with the utility.


* The nature of work that the utility will be required to perform such as

moving a power pole, supporting a pole or underground cable, etc.

* Requests for field location and identification of utilities.

A copy of the letter of notification shall be provided to the Engineer. During the

course of construction, the Contractor shall keep the utility companies notified of

any change in schedule or nature of work that differs from the original

notification.

14.2 Identification. All utilities that may conflict with the work shall be the

Contractor's responsibility to locate before any excavation is performed. Field

markings provided by the utilities shall be preserved by the Contractor until actual

excavation commences. All utility locations on the Drawings should be

considered approximate and should be verified in the field by the Contractor. The

Contractor shall also be responsible for locating all utilities that are not located on

the Drawings.

14.3 Removal or Relocation of Utilities. This section applies to electric power, gas,

telephone and television utilities. Whenever there is a direct conflict between the

work being performed and the utility, the Contractor shall be responsible to

remove, relocate or temporarily support the utility during the course of construc-

tion. Any charges by the utility for removing, relocation or temporarily supporting

the utility shall be paid for by the Owner.

14.4 Public Utilities. Water, sewer, storm drainage, street lighting and other utilities

owned and operated by the public entities shall, unless otherwise specifically

requested by the utility owner, be removed, relocated, supported or adjusted as

required by the Contractor at the Owner's expense. All such work shall be in

accordance with these Specifications, or the Owner's Standard Specifications or

written instructions when the work involved is not covered by these Specif-

ications.

14.5 Other Utilities. Utilities owned and operated by private individuals, railroads,

school districts, associations, or other entities not covered in these Special

Provisions shall, unless otherwise specifically requested by the utility owner, be

removed, relocated, supported or adjusted by the Contractor at the Owner's ex-

pense. All work shall be in accordance with the utility owner's directions, or by

methods recognized as being the standard of the industry when directions are not

given by the owner of the utility.

14.6 Damage to Utilities and Private Property. The Contractor shall protect all utilities

and private property and shall be solely responsible for any damage resulting from

his construction activities. The Contractor shall hold the Owner and Engineer

harmless from all actions resulting from his failure to properly protect utilities and

private property. All damage to utilities shall be repaired at the Contractor's

expense to the full satisfaction of the owner of the damaged utility or property.

The Contractor shall provide the Owner with a letter from the owner of the

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damaged utility or property stating that it has been repaired to the utility owner's

full satisfaction.

14.7 Water Mains and Services. All water mains and services exposed during

construction shall be adequately supported and protected from freezing at all

times. Sections of water mains shall not be valved off without first giving the

Owner sufficient notification and receiving authorization from the Engineer. Any

existing or new valves which control the City of Columbia Falls water supply

shall be operated by the City of Columbia Falls personnel only. Unless other-

wise permitted in writing by the Owner, water mains and services shall not be shut

off for more than 3 hours. All affected water service customers shall be notified

by the Contractor in advance of any interruption of service.

Whenever a water main or service is damaged as a result of the Contractor's

operations, the Contractor shall take immediate steps to repair the damage and

disinfect all water mains and services contaminated as a result of the damage.

Existing water services from the mains to private property which interferes with

trenching operations may be cut and replaced at the Contractor's option and

expense provided the requirements for notification, length of interruption, and

disinfection specified above are adhered to.

14.8 Maintenance of Flows. Adequate provisions shall be made for maintaining the

flow of sewers, drains, and water courses encountered during construction.

Culverts, ditches, fences, crosswalks, and structures which are disturbed by this

construction shall be satisfactorily restored to their original condition upon com-

pletion of the work.

14.9 Structures. The Contractor shall exercise every precaution to prevent damage to

existing buildings or structures in the vicinity of his work. Contractor is

responsible for determining whether work will potentially affect existing buildings

or structures. In the event of such damages, he shall repair them to the satisfaction

of the owner of the damaged structure at no cost to the Owner.

14.10 Overhead Utilities. The Contractor shall use extreme caution to avoid a conflict,

contact, or damage to overhead utilities, such as power lines, street lights,

telephone lines, television lines, poles, or other appurtenances during the course of

construction of this project.

14.11 Buried Gas and Petroleum Lines. The Contractor shall provide some means of

overhead support for buried gas and petroleum lines exposed during trenching to

prevent rupture in case of trench caving.

14.12 Pavement Removal. Where trench excavation or structure excavation requires the

removal of curb and gutter, concrete sidewalks, or asphaltic or concrete pavement,

the pavement or concrete shall be cut in a straight line parallel to the edge of the

excavation by use of a spade-bitted air hammer, concrete saw, colter wheel, or


similar approved equipment to obtain a straight, square clean break. Pavement

cuts shall be 2 feet wider than the actual trench opening as indicated in the

Drawings.

14.13 Survey Markers and Monuments. The Contractor shall use every care and pre-

caution to protect and not disturb any survey marker or monuments, such as those

that might be located at lot or block corners, property pins, intersection of street

monuments or addition line demarcation. Such protection shall include markings

with flagged high lath and close supervision. No monuments shall be disturbed

without prior approval of the Engineer. Any survey marker or monument not

specifically called out for removal that is disturbed by the Contractor during the

construction of the project shall be replaced at no cost to the Owner by a licensed

professional land surveyor.

15. SITE ACCESS

Site access is shown on the Construction Drawings. The Contractor shall not unreasonably

encumber the site or public rights-of-way with his materials and construction equipment. The

Contractor shall comply with all reasonable instructions of the Owner’s representative and the

ordinances and codes of government agencies regarding signs, traffic, fires, explosives, danger

signals and barricades.

16. CONSTRUCTION FACILITIES AND CONTROLS

16.1 Temporary Utilities. The Contractor shall provide all temporary electrical,

lighting, telephone, heating, cooling, ventilating, water, sanitary, first aid, fire

protection, and other utilities and services necessary for the performance of the

work. All fees, charges, and other costs associated therewith shall be paid for by

the Contractor.

16.2 Barriers.

* The Contractor shall temporarily remove all signs, fences, barricades,

minor structures, and other obstructions that interfere with the prosecution

of the work. Removal shall not extend beyond designated construction

limits or rights-of-way without first obtaining written authorization from

the owner of the barrier.

* Fences and barricades used for the confinement or exclusion of livestock,

animals, or persons shall be replaced at the end of each work day to the

extent necessary to perform the restrictive intent of the barrier.

* Unless otherwise directed by the Engineer or indicated on the Drawings,

all barriers so removed shall be replaced following the completion of the

work to as good or better condition than existed prior to the start of work.

This requirement applies to small trees and decorative shrubs as well as

signs, fences, barricades, and minor structures.

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Page 16

* The Contractor shall replace at his own expense all barriers damaged or

destroyed.

16.3 Security. The Contractor shall provide all security measures necessary to assure

the protection of his plant and equipment, products and materials in storage,

completed work, and the project in general.

16.4 Temporary Controls. The Contractor is reminded state, federal, and local laws

and regulations require the Contractor to provide controls to limit or prevent

nuisance and pollutive work methods and procedures.

17. DISPOSAL OF USED WATER

Disposal of used water shall be the responsibility of the Contractor. Discharges to the surface are

subject to permit and regulatory requirements. Discharge of chlorinated water is the

responsibility of the Contractor. Discharge to sewer or storm drains must be coordinated with

the Owner.

18. SITE DEWATERING

Site dewatering, if required, shall consist of that dewatering necessary to construct the work as

specified, including all excavation and embankment. The Contractor shall submit a plan for

dewatering to the Engineer, but this plan is for informational purposes only. The Contractor is

responsible for determining the appropriate method of dewatering and analyzing whether any

dewatering will affect existing utilities, structures or buildings. The Contractor shall also be

responsible for obtaining the necessary permits for discharge of the dewatering operations.

19. SMOKE AND DUST CONTROL

The Contractor shall have informed himself of all applicable State Board of Health requirements

and similar state or federal requirements pertaining to control of or abatement of air pollution. He

shall have provided or be prepared to provide such air pollution control measures as are required

to comply with the minimum standards established by such agencies.

Hauling of material and transport of equipment along public roadways or through the towns and

adjacent other structures and dwellings shall require effective dust abatement procedures. This

also applies to the unloading and placement of spoils material at deposition sites. The Contractor

shall utilize environmentally sound methods for watering and/or otherwise chemically treating

dust generating surfaces to comply with all applicable legal standards for airborne particulates.

Prior to any work, the Contractor shall submit a written plan for dust abatement procedures

identifying at a minimum the following:

* Times and nature of dust generating activity on public roads and at deposition sites.

* Nature and chemical characterization of dust abatement materials to be used.

* Method of application of dust abatement materials to be used.

* Time schedule for application of dust abatement materials to be used.


* Availability of equipment and operators for emergency application of dust abatement

materials at other than scheduled times.

Watering for dust control is considered incidental to the Contract and shall be performed at no

additional cost to the Owner.

20. WATER POLLUTION / SEDIMENT CONTROL

The Contractor shall comply with all laws and regulations of the Montana Department of

Environmental Quality and with all other federal, state, and local laws and regulations controlling

pollution of the environment. The Contractor shall take necessary precautions to prevent

pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or other

harmful materials and to prevent pollution of the atmosphere from particulate and gaseous

matter.

Sediment control provisions shall be used whenever work is conducted adjacent to drainages or

watercourses to control silt in runoff. Adequate silt barriers or sediment traps shall be used to

comply with statutory requirements for all stream-side work, both during and after working

hours. Measures used may include staked straw bales, sediment ponds, and/or staked silt fence

(Mirafi "Enviro-Fence", or equal). Sediment control measures shall be considered incidental to

the Work, and no separate payment for them will be allowed. The Contractor will be solely

responsible for the selection and implementation of sediment control measures to assure permit

and statutory compliance.

21. SANITARY FACILITIES

The Contractor shall furnish, install, and maintain ample sanitary facilities for all workmen. As

the needs arise, a sufficient number of enclosed temporary toilets shall be conveniently placed as

required by the sanitary codes of state and local governments. All such facilities and services

shall be furnished in strict accordance with existing and governing health regulations. Costs for

furnishing, installing, and maintaining sanitary facilities shall be considered incidental to other

items of work, and no additional compensation will be allowed.

22. USE OF COMPLETED PORTIONS

The Owner shall have the right to take possession of and use any completed or partially

completed portions of the work, notwithstanding that the time for completing the entire work or

such portions may not have expired; but such taking possession and use shall not be deemed an

acceptance of any work not completed in accordance with the Contract Documents. If such prior

use causes refinishing of completed work, the Contractor shall be entitled to such extra

compensation or extension of time or both, as agreed by the Owner.

23. RECORD DRAWINGS

23.1 The Contractor’s Superintendent shall maintain at the project site, a “Record Set

of Drawings” showing field changes, as-built elevations, unusual conditions

encountered during construction, and such other data as required to provide the

Owner with an accurate “as constructed” set of record drawings. The Contractor

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shall furnish the “Record Set” to the Engineer following the Final Inspection of

the Project.

23.2. The Contractor’s final estimate and final payment will not be processed until the

“Record Set” of drawings are received and approved by the Engineer.

24. OSHA REGULATIONS

The Contractor will be required to comply with current Occupational Safety and Health

Administration Construction Standards for Excavations.

Any conflicting information between OSHA documents and these Contract Documents shall be

revised so that the OSHA document requirements supersede and take precedence over all other

conflicting information. The Contractor shall be required to obtain copies of the OSHA document

and to complete a review of the same to avoid misinterpretation of their regulations.

Hazardous Atmospheres: The Contractor shall prevent employee exposure to potentially harmful

levels of contaminants and assure acceptable OSHA worker safety procedures are implemented.

25. CONTAMINATED MATERIALS

1. General: If contaminants are encountered, Contractor shall provide notice to the

Owner, Engineer and the Montana Department of Environmental Quality (MDEQ).

2. Procedures at Soil Contaminant Sites: Since the scope of the project is not designated

as cleanup, any contaminated soil material shall be separated during the excavation

process from non-contaminated soil material, temporarily stored and protected on the

site, and then returned to the trench for use as backfill material. Measures shall be

taken to address the following requirements:

a. Contractor shall comply with all applicable OSHA regulations to protect the

health and safety of their employees from known or suspected hazards in the

Work environment. For a Contractor working near any discovered or

identified contaminant areas during the process of the Work, Contractor shall

be required to demonstrate employee training similar to the requirements of 29

CFR 1910.120(e)(3) for “routine and non-routine site employees” on a

hazardous waste site. Contractor shall be required to properly secure the site

to protect and prevent exposure of the general public to the contaminated

materials.

b. The pipe materials shall be stored, handled and installed to prevent contact

with any contaminants and where directed by Engineer, prevent migration of

the contaminants from the area.

c. The temporary site storage of metals contaminated soils and materials shall

require securing the material from access by all unauthorized parties. The

material shall be covered and provisions made to prevent migration of the

contaminants from the source material by rainstorms or other events. The

material shall be placed either on an impervious liner material, or on the


asphalt street surface. The material shall not be mixed with non-contaminated

materials in as much as is practicable.

d. Excavated materials to be returned as backfill shall be replaced in close

proximity to the site of origin from the trenches.

All work related to providing training personnel and to the handling of contaminated

soils as per these specifications shall be taken under consideration for separate

payment when justified costs are provided by the Contractor.

3. When contaminants other than metals contaminated soils are encountered during the

project (such as hazardous substances or wastes), the situation will be addressed by

the Owner, Engineer and Regulatory Agencies at the time of discovery.

26. PUBLIC NOTIFICATIONS

It will be the responsibility of the Contractor to notify the following individuals for the

following items:

Notify all affected parties of roadway/driveway detours and closures in writing

at least 48 hours in advance.

Notify the Emergency Services, Fire Department and the Montana Veterans

Home of any roadway detours and closures at least 48 hours in advance.

Contractor to place “NO PARKING” signs as needed the night before the start

of work to ensure vehicles are not in the way of construction progress.

Notify Owner, Engineer, and all landowners and residents (including renters),

48 hours in advance, of when they cannot access their driveways because of

ANY CONSTRUCTION RELATED activities.

Notify Owner, Engineer, and all landowners and residents (including renters),

48 hours in advance, of when paving operations will occur.

Notify Owner, Engineer, Landowners and Montana Veterans Home 72

hour in advance of proposed water and sewer outages. The Contractor

shall provide all parties with a written schedule of the proposed water outage

including the dates, times and locations of the proposed outage. Failure to

give the affected parties the required information within the specified time

frame may result in the Contractor not being allowed to proceed with the

scheduled work.

27. MONTANA VETERANS HOME VEHICULAR ACCESS AND PEDESTRIAN

CONTROL

Prior to the sanitary sewer main being installed across Veterans Way, a temporary access road

shall be constructed to ensure access is maintained at ALL TIMES to the Montana Veterans

Home (MVH). UNDER NO CIRCUMSTANCES SHALL ACCESS BE CLOSED TO MVH.

The temporary access road shall be constructed by laying out road fabric across the existing grass

and constructing a temporary gravel access road, as specified with appropriate lighting for

SPECIAL PROVISIONS

Page 20

nighttime operation. All open excavations adjacent to the access roads shall be barricaded with

concrete barricades & fencing to ensure public safety.

The Contractor shall ensure adequate pedestrian control is provided on all areas within the MVH

complex. The construction limits of the proposed project contain multiple sidewalk and

pedestrian paths within the MVH complex. These sidewalks and paths are heavily utilized by the

residents at MVH. The Contractor shall take all necessary measures and provided necessary

barricades to ensure a pedestrian safety is maintained.

28. ACCESS TO RIVERWOOD SUBDIVISION

Prior to commencing any excavations within Riverwood Drive, the proposed water main

extension at Driftwater Way must be installed. Upon completing the water main extension, the

connector road from Riverwood Drive to Driftwater Way shall be constructed, less asphalt.

Having the connector road installed will allow residents another access.

29. MAINTENANCE OF VEHICULAR ACCESS AND STREET CLOSURES

The Contractor will be allowed to have one segment of either Driftwater Way or Riverwood

Drive closed at a time. The Contractor will be responsible for all notifications, signs and

personnel required for the closure. The closure shall not exceed 250’ in length. The Contractor

shall NOT close any private access, in its entirety, for longer than four (4) hours, and only after

48 hour advanced notice to the Owner, Engineer, landowner and resident (this includes all

renters). The Contractor will be responsible for maintaining only one (1) access to each

residence during construction.

If the Contractor elects to have multiple pipe crews working on the project or during surfacing

improvements the Contractor shall maintain, at a minimum, “ONE LANE, TWO WAY

TRAVEL” through the additional work area using approved traffic control. The Contractor shall

provide “TWO LANE, TWO WAY TRAVEL” through the work area at night or when

construction activities have ceased.

30. FEES AND PERMITS

30.1 Permit for construction within Right-of-Way will be the Notice to Proceed.

30.2 The Contractor will be required to submit NOI & SWPPP to MDEQ for

compliance with the General Permit (Storm Water Discharge Associated with

Construction Activity). Construction dewatering permits (if necessary) will be the

responsibility of the Contractor.

It will be the Contractor’s responsibility to comply will all conditions stated within applicable

permits. All Contractors and Subcontractors shall familiarize themselves with the permits and

conditions associated with this project. Copies of the Owner secured permits may be obtained

from the Engineer at request.


31. SOILS INFORMATION

A total of four test pits were dug along Riverwood Drive to document the depths of the existing

road base materials. The results of this information was summarized in a separate document.

Copies of that information are available from the Engineer upon request. Additional geotechnical

investigations were not conducted as part of this project.

32. PROTECTION OF ADJACENT IMPROVEMENTS

Retain and protect all adjacent improvements not called for removal on the drawings. Restore all

damaged items to pre-existing condition at no additional cost to the owner.

33. CONSTRUCTION WATER

The Contractor has the option to purchase construction water from the City of Columbia Falls for

use on the project. The Contractor would be required to meter the water with a City provided

water meter and pay a refundable deposit on the meter. Water for the project will be billed at a

bulk rate.

34. EXPLORATORY EXCAVATION

Exploratory excavation activities may be used to find critical buried items that are at unknown

locations (i.e. buried connections, utilities that cannot be located, etc.). All exploratory

excavation activities must be approved in advance by the Engineer. Exploratory excavation

activities shall include, at a minimum, one midsized excavator, an operator and two laborers.

Locating underground utility crossings during new pipeline installations, shall be incidental to

the new pipeline unit price, and will not be eligible for exploratory excavation. Exploratory

excavation shall be paid for by the hour at the base bid unit bid price.

35. SUB-EXCAVATION AND STABILIZATION

Over-excavation shall be only as specifically authorized by the Engineer. Backfill will be

imported (payable) as specifically directed by the Engineer. Sub-excavation and stabilization,

when required and approved by the Engineer, will be paid at the contract unit price.

The proposal calls for 500 tons of sub-excavation and stabilization. This quantity was chosen to

establish a unit price. Actual amount of sub-excavation and stabilization needed to complete the

project is unknown. No adjustment in the proposal base bid unit price will be made regardless of

how much sub-excavation and stabilization is used.

Imported sub-excavation and stabilization material shall meet MPWSS Section 02234.2.4.A for

4” Minus material. The Contractor shall provide haul tickets to the Engineer at the end of

each working day summarizing how much material was placed and where it was placed.

NO PAYMENT WILL BE MADE, UNDER ANY CIRCUMSTANCE, FOR 4” MINUS

MATERIAL NOT DOCUMENTED ON HAUL TICKETS.

SPECIAL PROVISIONS

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36. SANITARY SEWER SERVICES AND SEPTIC SYSTEM ABANDONMENT

This project involves installation of new sewer service lines across private property. Prior to

installing any services on private property the Contractor shall conduct a photographic

documentation of the existing conditions of the private property along the route of the proposed

service. Photographic documentation shall be utilized for the “in-kind” restorations made to

damaged or disturbed items.

On all private property within the Riverwood Estates Subdivision the Contractor shall utilize

road fabric or equivalent to place all trench spoils on while excavating to minimize damages to

existing landscaping and other improvements. All damages outside the construction limits shown

on the plans (or maximum width of 10’-0”) shall be repaired by the Contractor, to the Private

Property Owner’s and Engineer’s Satisfaction, at no additional cost to the Owner.

All service trenches across landscaped areas shall be backfilled to within 3” of existing grade and

prepared to accept topsoil, to be installed by the landscaper. Rocks in excess of 3” shall be

removed from the top of the trench. All existing irrigation lines damaged by trenching activities

shall be temporarily capped and left exposed for repairs to be made by the landscaper (see

Additive Alternate #1).

The Engineer has conducted preliminary investigations to determine the locations of each

existing septic system and approximate service line invert elevations. Prior to installing the new

service line, the Contractor may provide the Engineer with an elevations on the top of the

existing service pipe at the connection point, as well as the elevation of other utility crossings.

These elevations can be supplied to the Engineer on the “Sewer Service Elevation Form” found

in the Miscellaneous Forms section of these Contract Documents. The Engineer will then re-

analyze each sewer service run and provide the Contractor with revised grades and elevations if

the Contractor elects to do so.

To abandon the existing septic systems, the Contractor shall first have the new sewer service line

installed as shown on the plans, final connections at the home shall be coordinated to ensure

proper notice of sewer outages have been given to the landowner. Secondly, the septic tank

pumped by a licensed septic pumper. Third, the septic tank lid shall be either removed or crushed

and abandoned in place. Finally, the tank shall be filled with earth or gravel compacted in lifts.

The new sewer services shall be 4” PVC SDR 35, 1% minimum grade (2% minimum where

grade allows) and 4-foot minimum cover (unless insulated). The Contractor shall coordinate the

sewer service switch over with the property owners. All costs associated with the septic system

abandonment shall be included in the Septic System Abandonment base bid unit price.

37. DISCONNECT EXISTING WELL

The Contractor shall coordinate disconnecting the existing well with the City, Engineer and

Riverwood Estates Water Operator to develop a plan to minimize water outages. At which time

the existing well is disconnected, the Contractor shall cap all lines supplying the existing system.

Caps to supply lines from the well shall be made a minimum of 10’-0” from the connection point


to minimize the potential for future cross connections. All caps shall be done by sterile

connection to protect the integrity of the existing well system.

38. ADDITIVE ALTERNATE #1 – RESIDENTIAL LANDSCAPE AND IRRIGATION

REPAIRS

The Additive Alternate #1 portion of this work includes the hiring of a licensed landscaper or

qualified individuals to make all landscaping, irrigation and other restorations necessary to repair

disturbances made on residential property within the specified construction limits from service

line installations.

In general this bid item will include installing 3” of imported topsoil (max width of 10’-0”, see

construction limits) compacted in place, finish grading and seeding with a seed mixture

compatible with the existing lawns. Additionally, all other miscellaneous landscaping/surfacing

improvements that are damaged within the construction limits will need to be repaired as part of

this work. The Landscaper/Contractor shall utilize the previously conducted photo

documentation to make repairs to disturbances “in kind”. The Landscaper/Contractor shall

coordinate these repairs with the respective landowners and Engineer to ensure the repairs made

are to the landowner’s/Engineer’s satisfaction. All irrigation lines damaged shall be repaired

under this work item. It will be the Landscaper/Contractor shall be responsible for coordinating

with respective landowners to ensure the irrigation system is operating properly after repairs are

made.

39. MEASUREMENT & PAYMENT

39.1 Scope. This section describes the method of measurements and basis of payment

for all work covered by the Contract Documents. For the purposes of this

Contract, this Measurement and Payment Section shall govern and take

precedence over all other references to measurement and payment (with exception

to any addenda) referenced in these specifications.

39.2 Bid Prices.

a. The bid price for each item of the Contract in the Bid Proposal shall cover

all work shown on the Drawings and required by the specifications and

other Contract Documents. All costs in connection with the work,

including furnishing all materials, equipment, supplies and appurtenances;

providing all required construction support plants, equipment, and tools;

constructing and maintaining dewatering systems; and performing all

necessary labor and supervision to fully complete the work, shall be

included in the unit and/or lump sum prices bid in the Bid Proposal. The

amounts shown on the Bid Proposal shall be the contract price.

b. No item that is required by the Contract Documents for the proper and

successful completion of the work will be paid for outside of or in addition

to the prices submitted in the Bid Proposal. All work not specifically set

forth as a pay item in the Bid Proposal shall be considered a subsidiary

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obligation of the Contractor and all costs in connection therewith shall be

included in the prices bid.

39.3 Retainage. Retainage in the amount of 5% will be withheld from each progress

payment.

39.4 Estimated Quantities. Any estimated quantities stipulated in the Bid Proposal or

other Contract Documents are approximate and are to be used; (1) only as a basis

for estimating the probable cost of the work and (2) for the purpose of comparing

the bids submitted for the work.

39.5 Incidentals. The following measurement and payment sections do not necessarily

name all the incidental items required by the Contract Documents to complete the

work. The cost of all such incidentals shall be included in the various related bid

items. Final payment will not be made until the work is complete and accepted by

the Owner.

39.6 Type 2 Bedding. If found to be necessary, Type 2 (a.k.a. Type II) bedding used

for pipe installations will be paid for per the linear foot of trench at a future

negotiated change ordered price. All other Type 2 bedding will remain incidental

to their respective bid items (i.e. Manholes)

39.7 Method of Measurement.

a. No measurement of items contained in this Contract will be made on items

representing a lump sum bid.

b. Measurement of items contained in this Contract will be made on the

number of items represented by each unit installed and described in further

detail in the payment section.

c. Linear, Plainer and Volumetric unit measurements (i.e. LF, SY, CY,

ACRE etc.) will be made along horizontal plains.

39.8 Basis of Payment.

A. Asphalt Removal

* General: This bid item shall include the removal, disposal, and clean-up

of existing asphalt necessary to construct the project to the lines and

grades as shown on the plans.

* Work Included:

All labor, tools, equipment, materials, and incidentals necessary to

complete the work as specified;

Rough-grading the site to provide positive drainage and construction

access as specified.


* Measurement: Measurement for asphalt removal will be measured by the

square yard from its original position as shown on the drawings. Removal

of asphalt, not authorized by the Engineer, outside the lines and

dimensions shown on the drawings will not be considered for payment.

* Payment: Payment for the completed and accepted quantities will be at

the contract unit price bid per Square Yard (SY).

B. Site Preparation

* General: This bid item shall include clearing and grubbing the site free

from all vegetation, brush, roots, stumps, grass, sod, organic material, and

other undesirable deleterious material within the construction limits

outside existing paved areas. This bid item shall also include the

excavation, placing, compacting of excavated material and disposal of

excess excavated/deleterious material encountered necessary to construct

the project to the lines and grades as noted in the specifications and

drawings.

* Work Included:



All subsoil excavation of material to construct the roadway and sidewalks

to a depth, line and grade as shown in the drawings;

All compaction of material on subgrade surfaces or prior to embanking

material. Material shall meet the minimum density of the specifications;

Clearing and grubbing between the construction limits (minimum

necessary to construct project), including haul and disposal of cleared and

grubbed material and stump removal;

Rough-grading the site to provide positive drainage and construction

access as specified;

Haul or other transportation required to place the excavated material in

embankment to construct the project;

Excavation includes removal and hauling of existing concrete, curb,

sidewalk, existing pipe, etc;

Place clean excavated material into embankment meeting minimum

density specifications at the locations, lines, grades and elevations required

to construct the project;

All necessary shoulder grading;

All project BMP’s;

Furnishing and placing water for compaction and dust control;

All necessary saw cutting efforts;

Protection of existing underground gas, phone, power and cable during all

excavation efforts;

Final grading and cleanup;

All necessary utility company coordination efforts including the temporary

supporting of existing utilities;

All efforts associated with the removal salvage and resetting efforts of

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existing, lights, signs, sign posts, etc.;

All necessary tree removals, tree protection and preservation;

All efforts to maintain garbage service during construction;

All efforts to maintain mail service during construction;

Remove and reset existing benches;

Remove and reset existing mailboxes;

Resetting of all disturbed property pins not specifically called out for

replacement.

* Measurement: Measurement for site preparation will be by the lump sum

(LS) and is generally defined as the area within the construction limits

shown on the plans.


the contract unit price bid per lump sum (LS).

C. Gravel Preparation

* General: This bid item shall include the grading, transport, excavation,

hauling, compaction and disposal of existing and new base course at the

locations and grades shown on the plan.

* Work Included:

All labor, tools, equipment, materials, royalties and incidentals necessary

to complete the work as specified;

Scarifying existing and new base course gravels;

Haul or other transportation required to place the excavated material in

embankment to construct the project;

Removal and disposal of existing and new base course gravels (only if

material found to be unsuitable, suitable materials may be reused);

Finish grading and compacting of existing and newbase course gravels.

* Measurement: Measurement for gravel preparation will be per square yard

(SY) of existing gravel prepared.

* Payment: Payment for the completed and accepted quantities will be at the

contract unit price bid per square yard (SY).

D. Sub-Excavation and Stabilization

* General: This bid item shall include the excavation and disposal of

unsuitable material encountered below subgrade to a maximum depth of 2’

within the construction limits and providing and placing of uncrushed

granular material of the gradation and material specifications, as directed

by the Engineer, necessary to construct the project as noted in the

specifications and drawings.

* Work Included:



Speculation of material sources off-site;

Paying all costs for aggregate removal including rents and royalties to the

material site(s) landowner.


Haul or other transportation required to dispose of unsuitable excavation

material to an approved site;



Furnishing, placing, and compacting 4” minus uncrushed granular material

meeting MPWSS Section 02234.2.4.A;


Final grading and cleanup.

* Measurement: Measurement for sub-excavation and stabilization will be

made for excavation measured from its original position as shown in the

drawings. Over excavation not authorized by the Engineer, or excavation

outside the lines, grades, elevations and dimensions as shown in the

drawings will not be considered for measurement. Any material removed

and replaced or wasted for the Contractors convenience will not be

considered for measurement. Measurement for sub-excavation and

stabilization will be by the ton (TON), complete and accepted in-place as

shown in the drawings or directed by the Engineer.


the contract unit price bid per the ton (TON) as measured at the certified

plant scale prior to site delivery.

E. 3” Sub-Excavation and Replacement of 3” Crushed Base Course Material

* General: This bid item shall include the excavation and disposal of

unsuitable material encountered below subgrade to a maximum depth of

3” within the construction limits and providing and placing of 3/4" minus

crushed aggregate base course material of the gradation and material

specifications, as directed by the Engineer, necessary to construct the

project as noted in the specifications and drawings.

* Work Included:






Haul or other transportation required to dispose of unsuitable excavation

material to an approved site;



Excavation, crushing, screening and all other work necessary to meet

material specifications;

Loading, haul or other transportation required to place the material on-site


Place the material meeting minimum density specifications at the

locations, depths, lines, grades and elevations required to construct the

project;


SPECIAL PROVISIONS

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Final grading and cleanup.

* Measurement: Measurement for 3” sub-excavation and replacement of 3”

crushed base course material will be made by the square yard (SY) of 3”

sub-excavation and replacement of 3” crushed base course material

performed. Measurement shall be made from areas measured in the field.

Over excavation not authorized by the Engineer, or excavation outside the

lines, grades, elevations and dimensions as shown in the drawings will not

be considered for measurement. Any material removed and replaced or

wasted for the Contractors convenience will not be considered for

measurement.

* Payment: Payment will be made for complete, measured, and accepted

quantities at the contract unit price bid per square yard (SY).

F. Stabilization Fabric

This item is measured and paid for by the nominal square yard (SY) area

which the stabilization fabric is installed and accepted. Measurement does

not include any physical overlap of fabric or vertical wrapping at

shoulders. Measurement includes horizontal footprint of fabric only.

Payment will be at the contract unit price, and will include surface

preparation, installation, material, stakes, and all other work necessary to

install fabric at locations directed by the Engineer.

G. Exploratory Excavation

This item is measured and paid for per hour (HR) of exploratory

excavation completed for the purpose of locating existing utilities with

unknown horizontal locations, unknown materials or as noted on the plans.

Price and payment is full compensation for performing exploratory

excavation including, equipment, labor and tools necessary or incidental

for completion of the item. Unless exploratory excavation is approved,

prior to commencing work, by the Engineer there will be no payment

for work under this bid item.

H. Crushed Base Course – 3/4” Minus

* General: This bid item shall include providing and placing of 3/4" minus

crushed aggregate base course material of the gradation and material

specifications indicated to complete work as noted in the specifications

and drawings.

* Work Included:






Clearing, grubbing, debris disposal, topsoil salvaging and stockpiling, and


all other work necessary to prepare the material source site for excavation;



Loading, haul or other transportation required to place the material on-site




project (finish grading costs to be included in Gravel Preparation);


Final grading, site clean-up, topsoil replacement, seeding, fertilizing,

mulching and all other reclamations required at the material source at the

conclusion of the work. Reclamation procedures and final results must

meet the approval of the material site landowner and Engineer.

* Measurement: Measurement for crushed base course material will be by

the cubic yard (CY), complete and accepted in-place as shown in the

drawings or directed by the Engineer.

* Payment: Payment will be made for complete, measured, and accepted

quantities at the contract unit price bid per cubic yard (CY).

I. Asphalt Concrete Pavement

* General: This bid item consists of providing and placing the asphalt

concrete pavement of specified thickness and area, also includes on

application of magnesium chloride as asphalt prime.

* Work Included:






Clearing, grubbing, debris disposal, topsoil salvaging and stockpiling, and

all other work necessary to prepare the material source site for excavation;

Provide project specific mix design;



Provide all bituminous material (PG 58-28) required to complete the work

in accordance to the mix-design and specifications;

Loading, hauling or other transportation to place the material;

Provide material testing and refinery certifications of the bituminous

product;

One application of magnesium chloride prior to paving as asphalt prime;

Provide all materials required to complete the work in accordance to the

mix-design and specifications.

Weighing each truck load of material, at a certified scale, prior to

delivery;

Producing weight tickets for the Engineer’s records, for each load, at

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end of each day’s production;

Provide Quality Control material testing (field nuclear densometer testing),

as needed;



project;

Provide material testing, including production aggregate production

control testing and mix-design of the product;

Final grading, site clean-up, topsoil replacement, seeding, fertilizing,

mulching and all other reclamations required at the material source at the

material source at the conclusion of the work. Reclamation procedures

and final results must meet the approval of the material site landowner and

Engineer.

* Measurement: The installation of the asphalt concrete pavement is

measured by weight in tons placed. The quantities measured for payment

are the tons (TON) of specified asphalt concrete pavement for the

completed and accepted work as measured at the certified batch plant

scale, measured prior to site delivery.

* Payment: Asphalt concrete pavement is paid for at the contract unit bid

price per ton (TON). Price and payment is full compensation for

furnishing, handling, measuring, mixing, manipulation, placing and testing

of materials; for hauling, placing, shaping, compacting and finishing the

paving mix; for improving unsatisfactory areas, and all other incidentals to

complete the work. Any wasted asphalt concrete pavement shall be

removed from the site and measured at the certified batch plant scale.

Removal and production of wasted material will not be paid for.

J. 4” Concrete Sidewalk

* General: This item includes construction of new concrete sidewalk, to the

thicknesses and dimensions shown.

* Work Included:



Provide project specific mix design;

Furnish and place all cast-in-place Portland Cement Concrete;

Furnish, place and strip at the conclusion of construction, all necessary

form work;

Provide broom finish;

Furnish and install all necessary reinforcing steel and dowels

Provide all materials and labor to perform any cold/hot weather concreting

procedures;

* Measurement: Measurement for the new concrete sidewalk will be by the

square yard (SY) of new concrete sidewalk placed, per each required

thickness. Measurement shall be made from areas shown on the plans.

* Payment: Payment shall be at the contract unit price bid for each square

yard (SY) of concrete placed.


K. Waterborne Striping – 4” Solid Yellow

* General: This bid item shall include the application of 4” Solid Yellow

Striping as shown on the plans.

* Work Included:



All surveying, locating and layout of existing striping for replacement;

All sweeping and dust control as specified;

Furnish and install solid waterborne markings;

* Measurement: Measurement for Waterborne Striping shall be per liear

foot (LF) installed per the plans and specifications.

* Payment: Payment shall be at the contract unit price bid for all Waterborne

Striping.

L. Manhole

* General: This bid item shall include the installation of manholes

associated sanitary sewer.

* Work Included:



Trench excavation, including clearing and grubbing, topsoil stripping and

replacement, trench shoring, asphalt removal, final grading and cleanup

and compaction tests as specified herein;

All dewatering and bypass pumping necessary to construct the

improvements;

Install manholes structure with all required penetrations, precast bases and

roof slabs, shelves, frame and cover, grates, concrete aprons, joint sealer,

adjustment rings, Type 2 bedding and pipe connections;

Furnish and install fast setting hydraulic cement;

Provide any temporary sediment control as may be required to reduce the

amount of debris entering the manholes. If any debris enters the manholes

or mainline piping during construction the Contractor will be required to

jet/vac out the new infrastructure. Sediment and debris will not be

allowed to be flushed into the existing system;

Leakage testing as specified;

Final adjustment of frame and grate.

* Measurement: Measurement for manholes will be per each (EACH)

manhole installed.

* Payment: Payment shall be at the contract unit price bid for each (EACH)

manhole installed and accepted.

M. Pipe

* General: This bid item shall include the installation of new pipes for each

size shown in the Bid Proposal.

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Page 32

* Work Included:



Provide all equipment, tools and materials for conducting all testing,

disinfection and repairs required;

Exploratory excavation required to determine location and depth of

existing utilities that will be crossed or connected too, except those areas

called out on the plans for “exploratory excavation”;

Link seals for pipe connections to existing manholes;

Trench excavation and native backfill, including clearing and grubbing,

tree and brush removal, topsoil stripping and replacement, trench support

by shoring, and gradation and compaction tests specified herein. Includes

excavation and native backfill for pipe, valves, and fittings;

Saw cutting along a neat vertical line;

All ductile iron fittings and sleeves required to install new pipe, including

but not limited to reducers, bends, tees, long sleeves, etc.;

Provide and install all ductile iron fittings/caps required to cap/abandon

existing water main;

Provide all equipment, tools and materials necessary to abandon existing

water valves;

Furnish and install all valves (that are not included with the fire hydrant

assembly), including thrust restraint, coated rebar, polyethylene wrap,

valve boxes, valve box lid, corrosion protection, and lubricants;

Testing, cleaning and disinfection of the valve.

Thrust blocking as required;

Furnish and install all corrosion protection, lubricants, gaskets and

appurtenances not included in other bid items;

Furnish and install tracer wire as specified;

Remove and dispose of or salvage any existing pipes, valves, valve boxes,

hydrants, fittings, or other specified obstructions;

Furnish and install all Type 1 bedding;

Fine grading of trenching;

Furnish and install all main line pipe, including couplings, corrosion

protection, lubricants, gaskets and appurtenances not included in other bid

items;

Any exploratory excavation, repair work, protection, and slowdown in

progress due to encountering any utility which crosses above or below the

centerline of the new pipe;

Resetting of disturbed manhole frames and grates;

Remove and dispose of any excess material generated by trenching

operations;

Exploratory excavation to locate existing water lines, services, sewers,

storm drains, or any other utility or unknown items;

All dewatering and bypass pumping necessary to construct the

improvements;

Temporary fittings and piping for testing;


Adjustment of all new and existing valve boxes to finished grade;

Site cleanup and demobilization;

Furnish and install all storm drain culvert pipe;

Provide and install non-shrink backfill where required;

Provide and install rigid foam insulation where required;

Acceptance testing as required and associated fittings not shown on the

plans;

Utility relocations as required to facilitate pipe installation and as indicated

on the plans;

Temporarily supporting existing power poles as necessary to install the

pipe as specified;

Furnish and install flowable fill as specified on the plans;

Coring of existing sanitary sewer manholes and associated modifications

necessary to make required connections;

All required landowner notifications/coordination;

All locating of private irrigation systems damaged from construction

activities, and coordination with landscaper to make repairs.

* Measurement: Measurement for new pipe will be by the linear foot (LF)

of new pipe installed, including the length of all in-line valves and fittings.

Measurement will be made from centerline to centerline between

connections to existing or different sizes or classes of pipe or to the end

cap where applicable. The measurement shall be along the centerline of

the new pipe and shall be rounded to the nearest one foot.

* Payment: Payment shall be made at the contract unit price bid per linear

foot (LF) of each size of new pipe installed and approved. Payment for

new pipe will be made only after all work in this section is complete

including testing and disinfection.

N. Gravity Sewer Service

* General: This bid item shall include all equipment, labor and associated

work to install future use sanitary sewer services.

* Work Included:



Photo documentation of the proposed sewer service route;

Install sewer service pipe, inserta tee’s, wyes, cleanouts, end caps and

fittings;


topsoil stripping and replacement and trench support by shoring;

Providing all road fabric or equivalent to spoil on while trenching on

private property;

Install all Type I bedding;

Any excavation, repair work, protection, and slowdown in progress due to

encountering any utility which crosses above the centerline of the new

pipe including existing septic system elements;

SPECIAL PROVISIONS

Page 34

All efforts and coordination to minimize the length of sewer outages to

each existing residence when connections to the new service and

abandonment of the existing system are taking place;

All fittings and adjustments to connect existing sanitary sewer services to

new services;

Dewatering when required/necessary;

Install pipe cleanouts;

Install pipe location tape;

Install pipe tracer wire;

Install rigid insulation as required;


operations;

Provide end markers and posts as specified for future connections;

Remove and replace existing decks and porches as necessary to construct

the project.




activities, and coordination with landscaper to make repairs;

Repair any landscaping that was disturbed outside of the specified

construction limits to satisfaction of landowner and Engineer.

* Measurement: Measurement shall be by the number of linear foot (LF) of

sanitary sewer service line installed.

* Payment: Payment shall be made at the contract unit price bid per linear

foot (LF) sanitary sewer service line installed and approved.

O. Sewer Grinder Pump

* General: This bid item shall include providing and installing a new sewer

grinder pump (excluding wiring, wiring to be completed by others) at the

locations shown on the plans.

* Work Included:



Furnish and install prepackaged sewer grinder pump assembly and all

other items necessary to compete the installation of the sewer grinder

pump;

Furnish and install pipe and fittings required to connect the existing sewer

service and new pressurized sewer service to the new sewer grinder pump;

All necessary coordination with Owner secured electrician for final wiring

hookups;

Adjustment of pump floats, pump startup and testing;

Furnish and install bedding as required by the manufacture;

Excavation, trench shoring, dewatering, final grading and cleanup and

compaction tests as specified herein.

* Measurement: Measurement shall be by the number of each (EACH)

sewer grinder pump.


* Payment: Payment shall be at the unit contract price bid for each (EACH)

sewer grinder pump installed.

P. Pressurized Sewer Service

* General: This bid item shall include all equipment, labor and associated

work to install and connect new HDPE pressure sanitary sewer service.

* Work Included:



Photo documentation of the proposed sewer service route;

Install gravity sewer service pipe, inserta tee’s, wyes, cleanouts, end caps

and fittings, from the main to right-of-way;

Install pressurized sewer service pipe, all tees, fittings, inserts, etc., from

right-of-way to grinder pump;


topsoil stripping and replacement and trench support;

Providing all road fabric or equivalent to spoil on while trenching on

private property;

Install all Type I bedding;

Any excavation, repair work, protection, and slowdown in progress due to


pipe including existing septic system elements;

All efforts and coordination to minimize the length of sewer outages to

each existing residence when connections to the new service and

abandonment of the existing system are taking place;

Dewatering when required/necessary;

Install pipe location tape;

Install pipe tracer wire;



operations;

Coordinate connection to existing services with all parties including

Owner and Engineer;

Provide end markers and posts as specified for future connections;


activities, and coordination with landscaper to make repairs;


Remove and replace existing decks and porches as necessary to construct

the project;




* Measurement: Measurement shall be by the linear feet (LF) of sanitary

sewer service line installed.

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Page 36

* Payment: Payment shall be made at the contract unit price bid per the

linear feet (LF) of sanitary sewer service line installed and approved.

Q. Septic System Abandonment

Includes all efforts associated with the abandonment of an existing septic

systems, including pumping, lid removal and backfilling as detailed in the

plans and special provisions. Measurement and payment is for each (EA)

septic system abandoned.

R. Water Main Vertical Adjustment

* General: This bid item shall include the adjustment vertically of

watermains as shown on the plans.

* Work Included:




replacement, dewatering, tracer wire, trench support by shoring, bracing

and etc., final grading and cleanup, and gradation and compaction tests as

specified herein;


All dewatering necessary to construct the improvements;


Furnish and install all fittings and pipe, including thrust restraint, coated

rebar, polyethylene wrap, corrosion protection, and lubricants;

Testing, cleaning and disinfection.

* Measurement: Water Main vertical Adjustments will be measured by the

number of each (EACH) of adjustments made and shown on the plans.

* Payment: Payment for all Water Main Vertical Adjustments shall be made

at the contract unit price bid per each (EACH) installed. Payment for this

item will only be made after the work covered by this section has been

completed; the associated pipe and fittings have passed all testing, and has

been disinfected and approved by the Engineer.

S. Existing Water Main Connection

* General: This bid item shall include the connection of the new water main

to existing water main.

* Work Included:




cleaning, disinfection and repairs required;


topsoil stripping and replacement, dewatering, trench support by shoring,

and gradation and compaction tests specified herein;


Excavation efforts at connection to determine the exact location, depth,

size and type of the existing water main;

All ductile iron fittings/tapping sleeves required to connect new water

main to existing water main branch line, including but not limited to

reducers, bends, long sleeves, etc.;

Furnish and install tracer wire as specified;



Thrust blocking as required;


Furnish and install all required pipe, of the type/size discovered, including

couplings and appurtenances;

Any slowdown in progress due to making connection;


operations;


Furnish and install rigid foam insulation where required;

Caps for existing water main abandonments.


existing water main connections completed.


existing water main connections completed.

T. Water Service & Water Meter Pit

* General: This bid item shall include the connection of existing and new

water services to the existing or new water main and including a water

meter pit.

* Work Included:




cleaning, disinfection and repairs required;


topsoil stripping and replacement, dewatering, trench support by shoring,

and gradation and compaction tests specified herein;



Removal of existing service lines, curb stops and curb boxes as specified;

Furnish and install all polyethylene pipe, at the sizes discovered or shown,

including couplings and appurtenances not included in other bid items;

Furnish and install all corporation stops, curb valves, curb boxes,

couplings, tapping saddles, and all other appurtenances on the service line

as shown in the detail for service connections of this size;

Furnish and install water meter pit to sizes discovered or shown (does not

include water meter);

SPECIAL PROVISIONS

Page 38

Provide all tools, material, equipment and labor to expose the existing

service saddle and either turn off the existing corporation stop and cap

existing service lines to be abandoned or provided necessary fittings to

connect to the existing corporation stop to the new service piping at the

discretion of the Engineer & Owner;

Any excavation, repair work, protection, or slowdown in progress due to


service;


operations;

Furnish and install rigid foam insulation where required;

Coordinate connection to existing services with all parties including

Owner and Engineer;




existing water service connection completed.


existing water service connection completed.

U. Fire Hydrant Assembly

* General: This bid item shall include providing and installation of new fire

hydrant assemblies.

* Work Included:



Provide all equipment, materials and tools necessary for conducting all

testing, disinfection, cleaning and repairs required;


replacement, trench shoring, dewatering, excavation, final grading and

cleanup and compaction tests as specified herein;


Furnish and install all necessary extensions to install per bury lines shown

on the plans;

Install thrust block and washed gravel for drain;



Furnish and install new fire hydrant;

Furnish and install all auxiliary piping, tees, reducers, tapping sleeves, 6”

gate valves (mainline and auxiliary as shown), MJ following glands, valve

boxes, additional spools, fire hydrant risers, and other incidentals

necessary to adjust to grade;

Excavation efforts at connection to determine the exact location, depth,

size and type of the existing water main when new hydrants are installed

on existing mains;


All ductile iron fittings required to connect new hydrant to existing water

main, including but not limited to reducers, bends, long sleeves, etc.;

Furnish and install new couplings, corrosion protection, lubricants,

gaskets, and appurtenances not included in other bid items.

Remove and dispose of or salvage any existing pipes, valves, valve boxes,

hydrants, fittings, or other specified obstructions;

Saw cutting along a neat vertical line;

All final grading along hydrant lead to ensure adequate cover/bury depth is

maintained


Repair any landscaping that was disturbed to satisfaction of landowner and

Engineer.

* Measurement: Measurement shall be by each (EACH) fire hydrant

installed.


hydrant installed and accepted.

V. Conduit

* General: This bid item shall include the installation of conduit for each

size and type shown in the Bid Proposal.

* Work Included:



Trench excavation, trench shoring, backfilling, final grading and cleanup;

Install pull-ropes through each piece of conduit installed;

Furnish and install pipe cap markers/rebar as specified;

Furnish and install all conduit including fittings.

* Measurement: Measurement for conduits will be by lineal foot (LF) of

conduit installed.

* Payment: Payment shall be at the contract unit price bid per lineal foot

(LF) of conduit for each size and type installed and accepted.

W. Fence Removal & Replacement

This item is measured and paid for per linear foot (LF) of fence removed

and reinstalled at the contract unit price bid. Price and payment is full

compensation for removal, stockpiling and reinstalling fences and gates as

specified, and all other materials, equipment, labor and tools necessary or

incidental for completion of the item. Items damaged during removal and

replacement shall be replaced in kind at no additional cost to the Owner.

X. Surface Restoration

* General: This item includes removal and replacement of topsoil salvage

material, placement of imported topsoil material as specified, finish

SPECIAL PROVISIONS

Page 40

grading fertilizing, mulching and seeding areas as specified and all work

and incidentals necessary to complete this item.

* Work Included:



Strip, salvage and re-install existing topsoil;

Furnish and install imported topsoil as specified;

Preparing areas for seeding by fine grading and rock removal;

Seeding , fertilizing and mulching all disturbed areas;

All other surface restorations necessary to restore private property to

existing conditions.

* Measurement: Measurement shall be one lump sum (LS) item for all

surface restorations performed.

* Payment: Payment shall be by the lump sum (LS) item listed on the

proposal.

Y. Traffic Control & Temporary Access Road

* General: This bid item shall include providing traffic control personnel

and devices for all construction activities, and constructing a temporary

access road and cleanup.

* Work Included:

All labor, tools, equipment, materials, royalties, and incidentals necessary


Prepare and provide a traffic control plan;

Obtain all required agency approvals and provide an approved traffic

control plan;

Provide all traffic control devices and markers;

Provide all necessary materials and equipment necessary to construct the

temporary access road, including but not limited to, road fabric, crushed

base course gravels, concrete barrier blocks, type 3 barricades, cleanup and

removal;

Provide all temporary fencing required to secure excavations;

Provide all set up and take down of traffic control devices;

Provide personnel for flagging and other traffic control tasks as needed;

Provide all other materials and services required to control traffic in the

manner approved.

* Measurement: Measurement for the traffic control shall be one lump sum

(LS) item.


proposal. Partial payments will be made on the basis of the percentage of

the traffic control provided and removed from the project site.


Z. Construction Surveys & Material Testing

* General: This bid item shall include providing all field surveying/material

testing equipment and trained personnel for all construction activities in

accordance with this Contract.

* Work Included:

Provide all surveying/material testing equipment;

Provide all required surveying/material testing as specified;

Provide all set up and take down of lasers for pipeline grade control, and

other electronic surveying devices for location of utilities, grades, and

finished work;

Provide all surveys, intermediate stakes and grade control as specified;

Provide all surveys required for ground work quantity measurements;

Provide personnel for the operation of the necessary equipment;

Produce and deliver to Engineer all staking notes/material testing reports;

Provide all other materials and services required to meet the requirements

of the project.

* Measurement: Measurement for the construction survey & material

testing shall be one lump sum (LS) item.


proposal. Partial payments will be made on the basis of the percentage of

the construction staking/material testing provided.

AA. Mobilization, Bonding and Submittals (May Not Exceed 5% of Total Bid)

* General: This bid item shall include mobilization, bonding, insurance, &

permitting.

* Work Included:



Transport and set up all equipment, materials and other items needed to

complete the project;

All permits, coordination and compliance inspections required for work;

Bonding and Insurance;

Provide all submittals, the construction schedule, and other paperwork

required prior to construction start up.

* Measurement: Measurement for mobilization, bonding & submittals shall

be one lump sum (LS) item.


Proposal. Payment of this bid item shall not exceed 5% of their respective

subtotals, plus any addenda items. When 10% of the total original contract

amount is earned, 50% of the lump sum bid item(s) for mobilization,

bonding & submittals will be eligible for payment. When 50% of the total

original contract amount is earned, 80% of the lump sum bid item(s) for

mobilization, bonding & submittals will be eligible for payment. The

remainder of the mobilization, bonding & submittals bid item(s) is eligible

SPECIAL PROVISIONS

Page 42

for payment upon substantial completion or until penalties have been

agreed upon.

BB. Residential Landscape and Irrigation Repairs

* General: This item includes, irrigation repairs, “in-kind” landscape

repairs, placement of imported topsoil material as specified, finish grading,

fertilizing, mulching and seeding areas as specified and all work and

incidentals necessary to complete this item.

* Work Included:



Furnish and install imported topsoil as specified;

Preparing areas for seeding by fine grading and rock removal;

Seeding, fertilizing and mulching all disturbed areas;

Furnish and install new fabric, mulch and edging “in-kind” to restore

damaged materials;

Furnish and install new shrubs and trees “in-kind” to restore damaged

items;

Furnish and install all new fittings, piping, wiring, sprinkler heads, valves

and all other appurtenances to make repairs to existing irrigation systems;

All landowner coordination for shut down, testing, adjustment and

restarting of damaged irrigation systems;

All other surface restorations necessary to restore private property to

existing conditions.

* Measurement: Measurement shall be for each (EACH) residential lot

repaired.


residential lot repaired.

SECTION V

TECHNICAL SPECIFICATIONS

SECTION V

TECHNICAL SPECIFICATIONS

Incorporation of Montana Public Works Technical Specifications.

The Technical Specifications as found in Montana Public Works, Sixth Edition, April 2010; are

hereby incorporated by reference and made a part of this Contract:

Incorporation of RPA Technical Specifications and Modifications to MPW Technical

Specifications.

In addition to the MPWSS Technical Specifications are the following RPA Technical

Specifications and Modifications to MPWSS Technical Specifications:

SECTION 01700 - Contract Closeout

SECTION 01720 - Project Record Documents

SECTION 02112 - Removal of Existing Pavement, Concrete Curb, Sidewalk, Driveway,

and/or Structures

SECTION 02221 - Trench Excavation and Backfill

SECTION 02230 - Street Excavation, Backfill and Compaction

SECTION 02235 - Crushed Base Course

SECTION 02502 - Asphalt Prime and/or Tack Coat

SECTION 02510 - Asphalt Concrete Pavement

SECTION 02529 - Concrete Sidewalks, Driveways, Approaches, Curb Turn Fillets, Valley

Gutters, and Miscellaneous New Concrete Construction

SECTION 02660 - Water Distribution Systems

SECTION 02730 - Sanitary Sewer Collection Systems

SECTION 02910 - Seeding

Section 01700mpw CONTRACT CLOSEOUT

Page 1 of 3

SECTION 01700mpw

CONTRACT CLOSEOUT All applicable portions of this specification section in the MPW Standard Specification shall apply with the following additions, deletions and/or modifications. PART 1: GENERAL Add the following: 1.5 SECTION INCLUDES Procedures to be followed in closing out Contract. 1.6 SUBSTANTIAL COMPLETION Substantial completion for Contract shall be established as stated in the General Conditions. 1.7 FINAL SUBMITTALS A. No Contract will be finalized until all of the following have been submitted as

required by submittals: 1. Final shop drawings. 2. Record drawings. 3. Operation and Maintenance Manuals. 4. Equipment maintenance summaries. 5. Manufacturer's certification of proper installation. B. No Contract will be finalized until all guarantees, bonds, certifications, licenses, and

affidavits required for work or equipment as specified are satisfactorily filed with the Owner.

1.8 RELEASE OF LIENS OR CLAIMS No Contract will be finalized until satisfactory evidence of release of liens has been

submitted to Owner as required by the General Conditions. PART 2: PRODUCTS Add the following: 2.1 ACCESSORIES Furnish to Owner, upon acceptance of equipment, all accessories required to place each


Page 2 of 3

item of equipment in full operation. These accessory items include, but are not limited to, adequate oil and grease as required for first lubrication of equipment (after field testing), light bulbs, fuses, hydrant wrenches, valve keys, handwheels, chain operators, special tools, and other items required for initial operation.

PART 3: EXECUTION Add the following: 3.1 FINAL CLEANING A. At completion of work and immediately prior to final inspection, clean entire project

according to the following provisions: 1. Clean, sweep, wash, and polish work and equipment provided under the

Contract, including finishes. Leave the structures and site in a complete and finished condition to the satisfaction of the Engineer and Owner.

2. Remove debris including dirt, sand, and gravel from sewers and tunnels. Wash down and flush materials that can be transported hydraulically to the Owner's sewage treatment plant. Remove materials that cannot flow or be pumped to the plant.

3. Should Contractor not remove rubbish or debris or not clean the facilities and site as specified above, the Owner reserves the right to have final cleaning done at the sole expense of the Contractor.

B. The Contractor shall: 1. Employ experienced workers or professional cleaners for final cleaning. 2. Conduct final inspection of exposed interior and exterior surfaces and of

concealed spaces in preparation for substantial completion or occupancy. 3. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign

materials from exposed interior and exterior finished surfaces; polish surfaces designated to shine finish.

4. Repair, patch, and touch-up marred surfaces to specified finish, and match adjacent surfaces.

5. Broom clean paved surfaces; rake clean other surfaces. 6. Remove snow and ice from access to buildings. 7. Replace air-handling filters and clean ducts, blowers, and coils of ventilation

units operated during construction. 8. Remove from the Owner's property temporary structures and materials,

equipment, and appurtenances not required as part of, or appurtenant to, the completed work.

9. Leave water courses, gutters, and ditches open and in condition satisfactory to Engineer.


Page 3 of 3

3.2 FINAL INSPECTION A. After final cleaning and upon written notice from Contractor that work is

completed, Engineer will make preliminary inspection with the Owner and Contractor present. Upon completion of preliminary inspection, Engineer will notify Contractor in writing of particulars in which the completed work is defective or incomplete.

B. Upon receiving written notice from Engineer, Contractor shall immediately

undertake work required to remedy defects and complete the work to the satisfaction of Engineer and Owner.

C. After the items as listed in Engineer's written notice are corrected or completed,

inform Engineer in writing that required work has been completed. Upon receipt of this notice the Engineer, Owner and Contractor, will make final inspection of the project.

D. Should the Engineer and Owner find all work satisfactory at the time of final

inspection, Contractor will be allowed to make application for final payment in accordance with provisions of the General Conditions. Should Engineer and Owner still find deficiencies in the work, Engineer will notify Contractor in writing of deficiencies and will not approve Contractor's request for final payment until such time as Contractor has satisfactorily completed the required work.

END OF SECTION 01700mpw

Section 01720

PROJECT RECORD DOCUMENTS

Page 1 of 1

SECTION 01720

PROJECT RECORD DOCUMENTS

PART 1: GENERAL

1.1 SCOPE

A. Throughout progress of the work, Contractor shall maintain an accurate record of

changes in the Contract Documents, as described below. Upon completion of the

work, submit all recorded changes over to the Engineer.

1.2 QUALITY ASSURANCE

A. Contractor shall delegate the responsibility for maintenance of Record Documents

to one person on the Contractor's staff.

B. Accuracy of records shall be such that research in the future for items shown in

the Contract Documents may rely reasonably on information obtained from the

approved Project Record Documents.

PART 2: MATERIALS

2.1 RECORD DOCUMENTS

A. Job Set. Promptly following receipt of the Engineer's Notice To Proceed, secure

from the Engineer at no charge to the Contractor one complete set of all

documents.

PART 3: EXECUTION

3.1 CHANGES SUBSEQUENT TO ACCEPTANCE

A. The Contractor is not responsible for recording changes in the work subsequent to

final completion, except for changes resulting from work performed under

warranty.

END OF SECTION 01720

Section 02112mpw

REMOVAL OF EXISTING PAVEMENT, CONCRETE, ETC

Page 1 of 1

SECTION 02112mpw

REMOVAL OF EXISTING PAVEMENT, CONCRETE CURB,

SIDEWALK, DRIVEWAY, AND/OR STRUCTURES

All applicable portions of this specification section in the MPW Standard Specifications shall

apply with the following additions, deletions, and/or modifications.

PART 3: EXECUTION

3.1 GENERAL

Add the following:

D. Edges on all concrete and asphalt shall be straight lines and vertical cuts made

with a saw. Concrete shall be cut with a saw to a depth of 4 inches minimum.

Section deeper than 4 inches may be broken after cutting. Resulting face shall not

be flatter than a 1:1 from vertical. Construction methods will not disturb the

remaining concrete slabs.

E. All slabs to remain shall be replaced, if disturbed, at no cost to the owner.

END OF SECTION02112mpw

Section 02221mpw

TRENCH EXCAVATION AND BACKFILL

Page 1 of 4

SECTION 02221mpw

TRENCH EXCAVATION AND BACKFILL FOR

PIPELINES AND APPURTENANT STRUCTURES


apply with the following additions, deletions and/or modifications.

PART 1: GENERAL

1.4 TESTING

Delete this section in its entirety and replace with the following:

A. Field Density Testing

1. In-place field density tests for quality assurance are at Contractors expense

meeting AASHTO T310 (ASTM D6938), Nuclear Densometer Methods.

Quality assurance field density testing frequency is three (3) tests every

600 feet with individual tests taken (within the series of three tests) at each

of the following depths: the bottom third, middle third and top third of the

backfilled section, or as directed by Engineer.

2. Re-testing failing areas is at the expense of the Contractor.

3. The Contractor shall take all density tests while backfilling efforts are

being completed for that lift. The Contractor will not be allowed to go

back and “pot hole” previously compacted lifts.

B. Laboratory Maximum Density and Optimum Moisture

1. Quality assurance tests will be made by the Contractor for each on-site

natural soil or each source of off-site material, including borrow material,

to determine the laboratory maximum density values and optimum

compaction moisture contents according to AASHTO T99 or ASTM

D698.

C. Material Submittals

1. Submit to the Engineer all material test results obtained either in the field

or in the laboratory.

2. Submit Standard Proctor Curves for determination of optimum moisture

content and maximum dry density. Submit certified curve by an

independent testing laboratory for each type of material encountered or

Section 02221mpw


Page 2 of 4

materials proposed for use as import within 36 hours after encountering

each soil type.

3. Submit gradation and plasticity index for bedding material.

PART 2: PRODUCTS

2.1 PIPE BEDDING MATERIALS

A. Type 1 Pipe Bedding

Remove Sections 1. thru 4. and replace with the following:

1. The Type 1 Pipe Bedding shall meet the following gradation:

Sieve No. Percent Passing (by weight)

3/8” 100

#4 95-100

#8 80-100

#16 50-85

#30 25-60

#50 10-30

#100 2-10

#200 0-5

PART 3: EXECUTION

3.4 DEWATERING

Add the following:

B. Groundwater table shall be lowered to an elevation below trench subgrade or

stabilization subgrade as shown on trench detail. Dewatering for stabilization

subgrade will not be paid separately, but shall be merged with the appropriate bid

item. Contractor shall submit a dewatering plan with calculations to insure

dewatering method will meet these specifications.

3.6 TRENCH FILLING AND BACFILLING

B. Pipe Bedding Placement

1. Type 1 Bedding

Remove Section “a.” and replace with the following:

Section 02221mpw


Page 3 of 4

a. All pipe bedding (above and below pipe springline) shall be Type

1 Bedding. All Type 1 Pipe Bedding shall be imported bedding

from an off-site location. All pipe bedding shall be compacted to

not less than ninety-five percent (95%) of the maximum density as

determined by ASTM D 698.

C. Trench Backfill

Type C Trench Backfills. Type C Trench Backfills will not be permitted on this

project.

F. Detectable Buried Warning Tape

Add the following:

2. Warning tape shall be installed eighteen (18) inches above the pipe and

shall be colored as follows:

Orange - Telephone

Yellow - Gas

Blue - Water System

Green - Sanitary and Storm Sewers and inlet runs

Red - Electrical

Tape shall have utility name imprinted on it.

3.8 CLEANUP

Add the following:

B. Final cleanup shall include street sweeping and washdown of paved areas.

3.9 TIME AND DISTANCE OF OPEN TRENCHES

Delete paragraph B. and replace with the following:

B. No trench excavation shall begin until approved compaction equipment is at the site

where the excavation is to take place. All backfill and compaction shall be

completed in all trenching and structural excavations within a maximum distance of

25 feet behind the end of newly installed pipe and the maximum distance between

the newly installed pipe and the excavator shall be 20 feet at days end.

Section 02221mpw


Page 4 of 4

Delete paragraph E. and replace with the following:

E. For each work group consisting of a trench excavator, a pipe laying crew, and a

backfilling and compaction crew, the maximum allowable open ditch at any time

will be 250 feet. Refer to the Special Provisions for other requirements, if any.


Section 02230

STREET EXCAVATION, BACKFILL AND COMPACTION

Page 1 of 1

SECTION 02230

STREET EXCAVATION, BACKFILL AND COMPACTION



PART 1: GENERAL

1.3 DENSITY CONTROL TESTING


Delete this entire section and replace with the following:

1. In-place field density tests for quality assurance are at Contractor’s expense


Quality assurance field density testing frequency is every 300 square yards per

compacted lift, or as directed by Engineer.

2. Retesting of failing areas is at the expense of the Contractor.


Delete this entire section and add the following:

1. Quality assurance tests will be made by the Contractor for each on-site

natural soil to determine the laboratory maximum density values and

optimum compaction moisture contents according to AASHTO T99 or

ASTM D698. The contractor shall provide laboratory maximum density

values and optimum compaction moisture contents for all subgrade

backfill materials.

PART 3: EXECUTION

3.4 EXCAVATION

Add the following:

G. No burning will be allowed on this project site. All stumps within construction

limits shall be grubbed under this contract.


Section 02235mpw

CRUSHED BASE COURSE

Page 1 of 1

SECTION 02235mpw

CRUSHED BASE COURSE



PART 1: GENERAL

1.3 DENSITY CONTROL TESTING


Delete this section and replace with the following:

1. In-place field density tests for quality assurance are at Contractors expense


Quality assurance field density testing frequency is every 300 square yards

per compacted lift, or as directed by Engineer.

2. Retesting of failing areas is at the expense of the Contractor.


Delete this section and replace with the following:

1. Quality assurance tests will be made by the Contractors independent

testing laboratory to determine the laboratory maximum density values

and optimum compaction moisture content under AASHTO T99 or ASTM

D698.


Section 02502

ASPHALT PRIME AND TACK COAT

Page 1 of 1

SECTION 02502

ASPHALT PRIME AND/OR TACK COAT



PART 2: PRODUCTS

2.1 GENERAL

Add the following:

C. Tack coat on vertical faces of curbs, valley gutters, and around manholes

and existing saw cut asphalt surfaces shall be SS-1.

D. Furnish Magnesium Chloride or Calcium Chloride meeting AASHTO M

144 requirements.

PART 3: EXECUTION

Add the following:

3.4 Magnesium Chloride Prime Coat

A. Spray magnesium chloride prime coat at an application rate of 0.15

gallons per square yard. The Magnesium Chloride brine shall be 28%

minimum by mass Magnesium Chloride and 72% maximum by mass

water.


Section 02510mpw

ASPHALT CONCRETE PAVEMENT

Page 1 of 2

SECTION 02510mpw




PART 2: PRODUCTS

2.1 GENERAL

Delete this section and add the following:

B. Surface Course Plant Mix Aggregate shall be Type B with PG 58-28 asphalt

binder.

Add the following:

E. The Contractor’s independent testing laboratory, at the Contractor’s expense,

shall prepare all mix designs and perform all testing requirements of this

specification.

PART 3: EXECUTION

3.28 DENSITY AND SURFACE REQUIREMENTS

Delete Part A of this section and add the following:

A. Plant Mix Pavement & Bituminous Material: The Contractor shall perform, at a

minimum but not limited to, one (1) test series to determine in-place mat density.

A test series consists of three (3) density tests with a nuclear densometer at

random locations for each day’s production, or for each 300 tons produced each

day. A “percent compaction” value will be determined by comparing the average

mat density values for that day with the job specific target density previously

determined by the mix design. Documentation of test results shall be submitted to

the engineer as they become available throughout construction activity. After final

compaction, the mat density of the finished bituminous surface course shall at no

point have a density less than 95 percent (“percent compaction”) of the job

specific target previously determined by the Marshall “pucks”.

Section 02510mpw


Page 2 of 2

3.29 PAVEMENT AND MATERIAL TESTING REQUIREMENTS

Delete Part A of this section and add the following:

A. No cores will be required on this project.

END SECTION 02510mpw

Section 02529mpw

CONCRETE SIDEWALKS, DRIVEWAYS, ETC

Page 1 of 1

SECTION 02529mpw

CONCRETE SIDEWALKS, DRIVEWAYS, APPROACHES, CURB TURN FILLETS,

VALLEY GUTTERS, AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION

All applicable portions of this specification section in the MPW Standard Specification shall apply with

the following additions, deletions and/or modifications.

PART 2: PRODUCTS

2.4 GRAVEL BASE MATERIAL

From Paragraph A., delete “requirements for 1" minus material”, replace with “requirements for

¾” or 1 ½” minus material as specified”.


Section 02660

WATER DISTRIBUTION SYSTEM

Page 1 of 4

SECTION 02660

WATER DISTRIBUTION SYSTEMS

The following are additions, deletions and/or modifications to the MPW Standard

Specifications.

PART 2: PRODUCTS

2.2 PIPE MATERIALS

B. Ductile Iron Pipe

4. Fittings

Delete this Paragraph and replace with the following:

a. Fittings shall be mechanical joint. Bolts shall be low alloy “Cor-

Ten” or approved equal.

D. Concrete Cylinder Pipe

Delete entire section

E. Water Service Pipe

Delete entire section and replace with the following:

1. Service piping shall be one of the following, as specified on the plans:

a. Polyethylene Pipe (IPS) SIDR 7 (3/4” and 1”)*

b. Polyethylene Tube (IPS) SIDR 11 (1-1/2” and 2”) **

* - Beveling tool must be used.

** - Stainless steel liners required on all compression type fittings for PE

tube.

2.3 TAPPING SLEEVES AND VALVES

Delete this Section and replace with the following:

A. Tapping valves shall be Mueller Resilient Wedge Tapping Valve. Tapping

sleeves shall be PowerSeal stainless steel model 3490 AS or Romac Model

SST III or approved equal.

Section 02660


Page 2 of 4

2.4 CORPORATION STOPS


A. Furnish brass corporation stops, with less than 0.25% lead content (per the

“Reduction of Lead in Water Drinking Act” of 2011), with inlet end to

meet tapping requirements and flared outlet for copper tubing or pressure

coupling for polyethylene tubing.

B. 1” Corporation stops shall be Mueller B-25005 “CC” thread x Insta-Tite

or approved equal. 2” Corporation stops shall be Mueller B-25008 “CC”

thread x C110 or approved equal.

2.5 SERVICE CLAMPS

Add the following:

B. Service saddles for PVC pipe shall be Romac Model 306, Smith-Blair 372

or approved equal.

2.6 CURB STOPS


A. Furnish curb stops, with less than 0.25% lead content (per the “Reduction

of Lead in Water Drinking Act” of 2011), with bronze plug, tee head key

with Minneapolis pattern and screw box mount.

B. 1” Curb stops shall be Mueller B-20283 with H-15426 Insta-Tite fittings

or approved equal. 2” Curb stops shall be Mueller B-20283 with C110

fittings or approved equal.

2.7 CURB BOXES

Add the following:

B. Unless otherwise shown on the plans, curb boxes shall be Mueller H-

10334 with stationary rod pentagon nut lid, or approved equal. Stationary

rods shall be 63 inches standard.

Section 02660


Page 3 of 4

2.8 VALVES

A. Gate Valves

Add the following:

4. Gate valves (MJ x MJ) - 12 inches and under shall be Mueller Resilient

Wedge Gate Valves A-2360-20 conforming to AWWA C-509 standards.

B. BUTTERFLY VALVES

Delete entire section.

2.10 FIRE HYDRANTS

Add the following:

E. Fire hydrants shall be Yellow with Blue Bonnet Mueller Super Centurion 250 (5

¼”, 3-way) conforming to AWWA C-502 standards. No other hydrants will be

considered due to inventory control. Hydrants shall have mechanical joint shoe

connection and shall be as otherwise specified. Hydrants shall be supplied by the

Contractor.

F. The placement of fire hydrants shall be subject to the approval of the Fire Chief.

2.11 SPECIAL FITTINGS

Add the following:

B. Mechanical thrust restraint shall be EBAA Iron Sales series 2000PV or approved

equal. Restrained joints shall be EBAA Iron Sales series 1600 or approved equal.

2.12 POLYETHYLENE ENCASEMENT

Add the following:

B. Polyethylene encasement shall be 8 mil thickness.

Add the following section:

2.13 SERVICE FITTINGS

A. All service fittings furnished shall have less than 0.25% lead content (per the

“Reduction of Lead in Water Drinking Act” of 2011).

Section 02660


Page 4 of 4

B. If existing water services are ¾” copper the connection to existing reused

corporation stop can be made via. Mueller H-15082N (¾”) and Mueller H-

15426N (¾”x1”)

2.14 METER PITS

A. All meter pits shall be Mueller Thermal Coil Meter Box, (1) 203, (2) CS, (3) 15,

(4) 72, (5) F, (6) S, (7) A, (8) L, (9) N, or approved equal.

PART 3: EXECUTION

3.4 TESTING, CLEANING & DISINFECTING WATER MAINS, VALVES & FITTINGS

C. Bacteriological Test

Delete 3.4.C.1 and replace with the following:

1. After final flushing and before the water main is placed in service, test a first

sample collected from the main(s) for turbidity and organisms, followed with

a second sample 24 hours after the first. The two samples shall consist of a

“set of samples”. Collect at least one set of samples from the new main and

from each branch.

END OF SECTION

Section 02730mpw

SANITARY SEWER COLLECTION SYSTEM

Page 1 of 2

SECTION 02730mpw

SANITARY SEWER COLLECTION SYSTEMS


apply with the following additions, deletions, and/or modifications.

PART 1: GENERAL

1.1 DESCRIPTION

Add the following:

B. Television Inspection. The Owner requires all sewers to be inspected using a

television camera before final acceptance.

PART 2: PRODUCTS

2.2 PIPE MATERIALS

A. Polyvinyl Chloride (PVC) Pipe

Add the following:

6. Sewer Saddle

a. Sewer saddles shall be Inserta Tee’s for SDR 35 Pipe or approved equal.

2.3 MANHOLES

D. Frames and Covers

Add the following:

2. The sanitary sewer manhole ring and cover shall be Inland Foundry 771

solid cover Olympic Foundry MH or approved equal.

Add the following section:

2.4 GRINDER PUMP

A. All grinder pumps shall be Liberty 2484 Series Simplex Packaged Pump, 2 hp, 60” deep

discharge with 1 ¼” discharge line diameter or approved equal.

B. Installation to be in accordance with manufactures recommendations. All wiring to be

performed by others.

Section 02730mpw

SANITARY SEWER COLLECTION SYSTEM

Page 2 of 2

PART 3: EXECUTION

3.4 TESTS

B. Light Test

Delete this Section – Contractor to Perform Water Test Only.

D. Water Test

ADD the following section:

4. All manholes shall be tested for leakage by the Contractor. Water testing

will only be allowed where groundwater is below the bottom of the

manhole during testing. Hydrostatic testing shall be conducted by sealing

all pipe penetrations to the manhole and filling the manhole to the top of

the manhole cone with water. Water may be added over a 24-hour period

to compensate for losses due to evaporation and absorption. Following the

24-hour period any loss water within a 30-minute period shall be a failed

test and the manhole will be rejected.

E. Air Test (Alternate)

ADD the following section:

10. All manholes shall be tested for leakage by the Contractor. If manholes

are not tested for leakage via the “water test” method, then the manholes

shall be air tested. All air tested manholes shall be tested per ASTM C

1244.

G. T.V. Inspection

ADD to the following section:

4. The Owner requires all sewer mains to be inspected using a television

camera before final acceptance. TV inspections required by the Owner

shall be the responsibility of the Contractor, including all fees.

END OF SECTION

Section 02910mpw

SEEDING

Page 1 of 3

SECTION 02910mpw

SEEDING



PART 1: GENERAL

1.1 DESCRIPTION

Add the following:

C. All exposed areas disturbed in the execution of the work shall be fertilized,

seeded, and mulched as shown on the plans.

1.2 SUBMITTALS

Add the following:

B. All required fertilizer certificates shall be provided to the Engineer a minimum of

three days prior to fertilizing. The certification shall include the guaranteed

analysis of the fertilizer(s) stated in terms of the percentages of nitrogen (N),

available phosphorus (P2O5) and potassium (K2O) in that order.

PART 2: PRODUCTS

2.1 SEED

Add the following:

E. Seed mixtures in urban areas shall be proportioned as follows:

Plant Species

Seed Mix %

Application Rate

Alene Kentucky Bluegrass 30%

150 lbs Per Acre Kenblue Kentucky

Bluegrass

30%

Dandy Per Ryegrass 20%

Cr. Red Fescue 20%

Section 02910mpw

SEEDING

Page 2 of 3

Note: Modifications to this seed mixture shall be made to match/blend into existing

lawns. All seed shall be 83% pure and shall have a germination percentage of 85%. Do

not sow immediately following rain, when ground is to dry, or during windy periods.

Apply water with fine spray after seeding. Saturate to 3 inches of soil.

F. Seed mixtures in agricultural areas shall seeded with a “horse pasture mix” or

equivalent approved by the leasee.

Note: All seed shall be 83% pure and shall have a germination percentage of 85%. Do

not sow immediately following rain, when ground is to dry, or during windy periods.

Apply water with fine spray after seeding. Saturate to 3 inches of soil.

2.2 TOPSOIL

Add the following:

B. Utilize all salvaged topsoil conserved from clearing and grubbing operations to

cover excavation and embankment slopes prior to fertilizing, seeding, or

mulching.

2.4 FERTILIZER

Add the following:

C. Fertilizer shall be applied at the rates specified below. Fertilizer shall be applied

to the prepared seedbed prior to seeding or mulching and shall be blended with

the topsoil as called for in the Technical Specifications or concurrently with the

seed (as hydraulic seeding and "no-till" drills allow). All areas shall be fertilized

with an organic or inorganic chemical fertilizer with the following nutrients:

Nitrogen (Elemental) 40 lbs/acre

Phosphorus (P205) 60 lbs/acre

Potassium (K20) 80 lbs/acre

Add the following:

2.6 Erosion Control Mat

A. The Contractor shall seed and use straw erosion control mat for all areas as

specified on the plans.

1. Straw Erosion Control Mat. A single net straw erosion control mat shall be used

designed for slopes up to 3:1. Netting shall be photodegradable polypropylene or

biodegradable jute. Straw shall be 100% agriculturally cured wheat straw. Erosion

control mat shall be installed per manufactures recommendations ensuring the mat is

properly secured to the ditch and has adequate overlap on seams.

Section 02910mpw

SEEDING

Page 3 of 3

Add the following:

2.7 Mulch

A. Apply wood fiber mulch at 2,000 lbs per acre.

PART 3: EXECUTION

3.3 SEEDBED PREPARATION AND SOWING

Add the following:

F. Prior to executing the seeding, fertilizing, and mulching work items, the seedbed

at all sites shall be prepared so these items can most effectively be completed in

conformance with the Technical Specifications. The seeding, fertilizing, and

mulching work items shall be executed only after the seedbed has been ac-

cepted by the Engineer. Due to limited site access requirements, hand-raking for

seedbed preparation will be allowed where approved by the Engineer.

G. If broadcast seeding methods are utilized, track all slopes perpendicular to the

flow direction after seed and fertilizer distribution. If vegetative mulch is

utilized, either tracking or crimping with a mulch tiller shall be required to anchor

the mulch. These tracking requirements are applicable to all areas except where

restricted access requirements will not allow tracked equipment. Alternatives to

tracking may be allowed but shall be approved through submittal prior to

conducting the work.


APPENDIX A

MISCELLANEOUS FORMS

TO:

OWNER:

CONTRACTOR:

BY:

BY:

PROJECT DESCRIPTION:

DATE:

PROJECT:

PROJECT NO:

NOTICE OF AWARD

ACCEPTANCE OF NOTICE OF AWARD

The Owner has considered the Bid submitted by you for the above-described work in response to its

Invitation to Bid dated and Instructions to Bidders._________________________

You are hereby notified that your Bid has been accepted for:

In the amount of $

You are required by the Instructions to Bidders to execute the Agreement and furnish the required Contractor's

Performance Bond, Payment Bond, and Certificates of Insurance within10 calendar days from the date of this

Notice to you.

If you fail to execute said Agreement and to furnish said bonds and proof of insurance within 10 days from the date of this Notice, the Owner will be entitled to consider all your rights arising out of the Owner's acceptance of your Bid as abandoned and as a forfeiture of your Bid Bond. The Owner will be entitled to such other rights as may be granted by law.

Receipt of the above Notice of Award is hereby acknowledged

this day of , ._______ _______________ ___________

ROBERT PECCIA & ASSOCIATES copyright c 2011

Notice of Award Page 1 of 1

APR

You are required to return an acknowledged copy of this Notice of Award to the Owner.

Dated this day of , ._______ _______________ ___________

SIGNATURE

SIGNATURE

PRINT OR TYPE NAME

PRINT OR TYPE NAME

TITLE

TITLE

Contract Agreement

Page 1

AGREEMENT Riverwood Estates SID

CITY OF COLUMBIA FALLS

This Agreement is entered into as of the ___ day of __________, 2017, by and between the City of Columbia Falls, a

municipal corporation, (the "City") and ("Contractor"). The parties

hereto agree as follows:

1. DESCRIPTION OF WORK:

A. Contractor agrees, for the consideration and under the terms and conditions hereinafter set forth, to furnish

and transport all necessary labor, materials, tools, implements, and appliances required to perform and

completely finish in a workmanlike manner to the satisfaction and approval of the City, free of any and all

liens and claims of laborers, material, men, suppliers, and subcontractors, and in conformity in all respects

with all applicable federal, state, county, and City ordinances, rules, and regulations, the project which is

described in the Invitation to Bid and these Contract Documents.

B. The Project shall be accomplished according to all of the contract documents, as listed below, and

according to the Plans and Specifications prepared in connection with the Project and incorporated herein

by reference, which Plans and Specifications may be amended from time to time. The contract documents

include:

1. Invitation to Bid

2. Instructions to Bidders

3. Bidder’s Checklist

4. Proposal

5. EJCDC Standard General Conditions (Incorporated by Reference)

6. Modifications to EJCDC Standard General Conditions

7. City of Columbia Falls Supplementary Conditions

8. Special Provisions

9. Montana Public Works Specifications (Incorporated by Reference)

10. Technical Specifications and Modifications to MPW Technical Specifications

11. Miscellaneous Forms

12. City of Columbia Falls – Standards for Public Works Improvements (Incorporated by Reference)

2. CONTRACT PRICE:

The City shall pay Contractor for such labor and materials

hereinafter called "Contract Price" as follows:

The City agrees to make progress payments to Contractor within thirty (30) days following the Engineer’s

approval of the request for payment, in an amount equal to ninety-five percent (95%) of the portion of the

Contract Price allocable to labor, materials and equipment incorporated into the Project, less the aggregate of

previous payments. Request for payment must be submitted to the Engineer by the 25th day of each month for

verification and approval.

Upon completion of the Project, the remaining five percent (5%) of the Contract Price will be paid after the

Project is inspected and accepted by the City and the Engineer as described in the Supplementary Conditions.

Contract Agreement

Page 2

The Performance Bond, a copy of which is attached hereto and incorporated herein by reference, shall remain

in full force and effect through the warranty period.

3. DISCHARGE OF LIENS:

If at any time during the progress of the work or before the final payment is made, any lien or claim of lien is

filed, or notification to withhold money for labor or materials furnished by or through Contractor under this

Agreement is served on the City, the City shall have the right to withhold from any payment due Contractor, an

amount equal to one and one-half (1 ½) times the amount of any or all such liens or claims. If Contractor has

not settled the liens or claims by the date of completion of the Project, the City shall have the right, but shall

not be obliged, to discharge any and all such liens or claims out of the withheld money.

4. EXTRA WORK:

If at any time or times during the progress of the Project, the City desires to make any additions to, alterations

of, deviations from, or omissions from the Project, it may do so and the same shall in no way affect or make

void this Agreement, but no such additions, alterations, deviations, or omissions shall be made except on the

City's written request. Any such alterations, deviations, or omissions that decrease the cost of the Project shall

be evaluated on a lump-sum basis and this amount shall be deducted from the Contract Price. Any such

additions, alterations, or deviations that increase the cost of the Project shall at the City's option be evaluated

(1) on a lump-sum basis, the amount thereof to be agreed on in writing before the initiation of such addition,

alteration, or deviation, or (2) on the basis of Contractor's actual out-of-pocket expenses plus ten percent

(10%). This extra work shall be held to be completed when the entire Project is finished in accordance with

the original Plans and Specifications as amended by such changes, whatever may be their nature or extent. No

premium rate for overtime, weekend or holiday work is authorized by the City.

5. TIME FOR COMMENCEMENT AND COMPLETION:

Contractor agrees to commence work as specified in the Notice to Proceed, attached hereto and incorporated

herein by reference. The Contractor agrees to complete the entire Project under this Agreement, as may be

amended, no later than 90 calendar days after the Notice to Proceed is given and all work to be completed by

__________2017 as specified in the Special Provisions.

6. COMPLIANCE WITH STATE LAW:

Contractor shall at all times pay prevailing wages as provided in Section 18-2-401, MCA. The prevailing wage

rates, including fringe benefits, applicable to the Project are incorporated herein by reference. In addition, the

Contractor shall be required to pay the 1% public contractor license fee required by Section 15-50-101, et seq.,

MCA, and such amount shall be withheld by the City and remitted to the Montana Department of Revenue.

Contractor shall comply with Section 18-2-403, MCA, regarding preference in employment to Montana

residents. Finally, Contractor shall comply with Section 39-3-701, et seq., MCA, which requires the posting of

a bond with the Commission of Labor and Industry to insure payment of workers' wages and fringe benefits.

7. CHARGES AND LIENS:

Contractor shall pay all charges incurred by him for labor and materials used in the Project as they become due.

Should Contractor fail to pay any such charge, or fail to furnish the City with proper indemnity, either by

satisfactory corporate surety bond or satisfactory title insurance policy, the City may pay the same on behalf of

Contract Agreement

Page 3

Contractor and shall be reimbursed by the Contractor for such payment on request. The City, however, shall

not be entitled by means of assignments or otherwise to collect from Contractor any greater amount under this

Section than the amount actually paid by the City (including attorneys' fees and costs) in reasonable settlement

or discharge of any such charge for labor and materials.

8. INDEMNITY AGREEMENT:

Contractor shall indemnify and save harmless the City and its agents and servants, and each of them, of and

from any and all claims, demands, causes of action, damages, costs, expenses, losses, or liabilities, in law or in

equity, of every kind and nature whatsoever, for, but not limited to, injury to or death of Contractor, any

subcontractor, or any employees of the City, Contractor, or any subcontractor, or any other person, and

damages to or destruction of property of the City or any other person, arising out of or in any manner directly

or indirectly connected with the work to be performed under this Agreement, however caused, regardless of

any negligence of the City or its agents or servants, be it active or passive, except the sole negligence or willful

misconduct of the City or its agents or servants. Said indemnification shall include the defense of any actions

or other legal proceedings and reimbursement of attorneys’ fees and other legal expenses incurred by the City

and shall include any and all penalties imposed upon the City on account of the violation of any law or

regulation by Contractor.

9. INSURANCE:

A. Before commencement of any work under this Agreement, Contractor shall take out and thereafter

during the life of this Agreement maintain in full force and effect an insurance policy written upon a

form and by a company which meets with the approval of the City, insuring the City, its officers,

agents, employees, and the Engineer against loss or liability which may arise during the work on the

Project, or which may result from any of the work herein required to be done, including all costs of

defending any claim arising as a result thereof. Insurance shall be written to meet the limits specified

in the Supplementary Conditions. Said policy shall be written in favor of Contractor and all

subcontractors and also in favor of the City, its officers, agents, employees, and the Engineer and shall

be maintained in full force and effect until the Project is unconditionally accepted by the City. This

insurance policy shall state by its terms that it shall not be canceled without ninety (90) days written

notice thereto having been given to the City.

B. Before commencement of any work under this Agreement, Contractor shall take out and thereafter

during the life of this Agreement, maintain in full force and effect workers' compensation insurance

covering Contractor's full liability for compensation to any person or persons who are or may be

engaged in the execution of the work done under this Agreement, in compliance with all Workers'

Compensation Insurance of the State of Montana and amendments thereto.

C. Written proof of compliance with these requirements (a) and (b) shall be filed with and approved by

the City, to its satisfaction, before commencement of the Project. Contractor shall pay any and all

deductibles required by these insurance policies.

10. PERFORMANCE AND PAYMENT BOND:

As required by Section 18-2-201, et seq., MCA, Contractor, at his own cost and expense, shall procure prior to

commencement of work and maintain during the term of this Agreement, a Performance Bond and a Payment

Bond, copies of which are attached hereto and incorporated by reference, in a sum not less than the Contract

Price, to guarantee faithful performance of all of Contractor's obligations as set forth herein, and to secure

Contract Agreement

Page 4

payment to its subcontractors, and all other persons performing labor or providing material, including the rental

of equipment, relating to the Project as provided herein. Such bonds shall be in a form satisfactory to the City.

11. LIQUIDATED DAMAGES:

The parties agree that it would be extremely difficult to determine the City's actual damages in the event that

the Contractor fails to complete the Project within the time for completion, as set forth herein. If the

Contractor fails to complete the Project within the time for completion, then the Contractor shall pay to the

City $1,500 per day as liquidated damages, and not as a penalty, and pay to the Engineer labor and equipment

as set forth in the Supplementary Conditions, to cover additional inspection cost, and any direct damages

incurred by the City for each calendar day the Project is incomplete and not accepted by the City.

12. FIRE INSURANCE AND DESTRUCTION OF PROJECT:

Contractor shall procure and maintain property insurance upon the entire Project in amounts satisfactory to the

City insuring against the perils of fire and extended coverage, including "all risk" insurance and coverage for

theft, fire, vandalism, and malicious mischief. Said policy shall name the City and Engineer as additional

insured and a copy of a certificate of coverage shall be provided designating the City and Engineer as

additional insureds. If the Project is destroyed by any accident, disaster, or calamity, such as fire, storm, flood,

landslide, subsidence, or earthquake, or by theft or vandalism, any work done by Contractor in rebuilding or

restoring the Project shall be paid for by the City as "extra work" as provided herein, but only if there is

sufficient insurance coverage to pay such amounts. If, however, the estimated cost of replacement of work

already accomplished by Contractor exceeds twenty percent (20%) of the contract price, the City shall have the

option to cancel this Agreement, and in that event, Contractor shall be paid the reasonable cost, including a net

profit to Contractor in the amount of ten percent (10%), of all work performed by Contractor before

cancellation, but only if there is sufficient insurance coverage to cover such payment. Contractor shall pay any

and all deductibles required under said insurance policy.

13. TERMINATION OF CONTRACT/DAMAGES:

A. Should Contractor at any time during the progress of the Project refuse or neglect to supply sufficient

materials or workmen to complete the Project for a period of more than seven (7) days after having

been notified by the City to furnish them, or should Contractor at any time during the progress of the

work refuse or fail to make prompt payment to subcontractors, laborers or material, men for labor

performed on or materials furnished to the Project for a period of more than seven (7) days after

having been notified by the City to make said payments, the City may terminate this Agreement and

contract for completion of the work or complete the work itself and make good any deficiencies and

may deduct the costs thereof, including all expenses and attorneys' fees, from the payment then or

thereafter due to the Contractor. On completion of said Project by the City or the City's agent, if the

unpaid balance of the Contract Price exceeds the actual expenses, including attorneys' fees, incurred

by the City in completing the Project, such excess shall be promptly paid by the City to Contractor. If,

however, on completion of the Project by the City or the City's agents, the expenses, including

attorneys' fees, incurred by the City in completing the Project exceed the unpaid balance of the

Contract Price; such excess shall be promptly paid by Contractor to the City.

Additionally, upon default under this Agreement by Contractor, the City may recover from Contractor

all damages allowed by law.

Contract Agreement

Page 5

B. Should the City fail to pay Contractor within seven (7) days after payment becomes due as provided

herein any amount payable by the City to Contractor pursuant to this Agreement, Contractor may,

following seven (7) days' written notice thereof to the City, terminate his services under this

Agreement until all past-due payments have been received by Contractor or are set aside in an escrow;

and, additionally, Contractor may recover from the City all damages allowed by law.

14. UNAVOIDABLE DELAYS AND DEFAULTS:

Either party, Contractor or the City, shall be excused for any delays or defaults by it in the performance of this

Agreement unavoidably caused by the act of the other, or the agents or subcontractors or suppliers of the other,

or by any other cause beyond their reasonable control. The Contractor shall be excused for any delays or

defaults caused by Acts of God that Contractor could not have reasonably foreseen and provided for, by stormy

weather which prevents the work, by strikes, by walk-outs, by civil disorders, by boycotts, or by failure to

obtain the necessary materials due to governmental acts, restrictions or regulations, and the time for completion

of the Project shall be extended thereby.

15. EMPLOYMENT - NON-DISCRIMINATION:

Contractor shall comply strictly with applicable federal, state, and local requirements relating to the

establishment of non-discriminatory practices in hiring and employment.

16. RESERVED:

17. LAWS AND REGULATIONS:

Contractor shall give all notices and comply with all laws, ordinances, rules and regulations relating to the

Project. If Contractor observes that the Plans and Specifications are at variance therewith, he shall promptly

notify the City in writing, and any necessary changes shall be adjusted as provided in the Contract Documents

for changes in the work. If Contractor performs any work contrary to such laws, ordinances, rules and

regulations, and without written notice to the City, he shall bear all costs arising therefrom.

18. CUSTOMER RELATIONS:

Contractor agrees that its personnel and equipment shall at all times present a neat appearance and all work

shall be done, and all contacts with customers and all complaints handled in a professional manner with due

regard for the City's public relations. Contractor agrees that complaints of any nature received from the public

or from public authorities shall receive immediate attention. All complaints and any action taken by the

Contractor with respect to such complaints shall be reported to the City.

19. CLEAN UP:

Contractor shall keep the work site reasonably clear during the progress of the work. Before this Agreement

shall be considered complete, Contractor shall clean out ditches that may have been filled during the work,

replace damaged surfacing, remove surplus materials and trash, dispose of brush, repair all damages, and

otherwise leave the Project in a neat, orderly and workmanlike condition. The surface of the land surrounding

the job site shall be returned to its natural contour and condition, and exposed and unsightly stumps, boulders

or rocks shall be removed. If the Contractor fails to clean up, as aforementioned, the City may do so and the

cost thereof shall be charged to the Contractor.

Contract Agreement

Page 6

20. NOTICES:

Any and all notices or other matters required or permitted by this Agreement or by law to be served on, given

to, or delivered to either party hereto by the other party to this Agreement shall be in writing and shall be

deemed duly served, given, or delivered when personally delivered to the party to whom it is addressed or in

lieu of such personal service, three (3) days after deposited in the United States mail, first-class postage paid,

addressed to the City at 130 6th Street West, Columbia Falls, Montana 59912, or to Contractor at

. Either party, the

City or Contractor, may change its address for the purpose of this section by giving written notice of such

change to the other party in the manner provided in this section.

21. ATTORNEYS' FEES:

In the event of any litigation or arbitration concerning any controversy, claim or dispute between the parties

hereto, arising out of or relating to this Agreement or the breach hereof, or the interpretation hereof, the

prevailing party shall be entitled to recover from the losing party reasonable attorneys' fees and costs incurred

therein or in the enforcement or collection of any judgment or award rendered therein.

22. CAPTIONS:

The captions and headings of the different sections of this Agreement are inserted for convenience of reference

only, and are not to be taken as part of this Agreement or to control or affect the meaning, construction, or

effect of the same.

23. NECESSARY ACTS:

Each party to this Agreement agrees to perform any further acts and execute and deliver any further documents

that may be reasonably necessary to carry out the provisions of this Agreement.

24. ASSIGNMENT:

Neither party may assign this Agreement, or payments due under the Agreement, without the written consent of

the other party.

25. GOVERNING LAW:

This Agreement shall be construed in accordance with, and governed by, the laws of the State of Montana.

26. FORUM:

Any litigation or arbitration to enforce or interpret the provisions of this Agreement or the parties' rights and

liabilities arising out of this Agreement or the performance hereunder shall be maintained only in the courts in

the County of Flathead, State of Montana.

Contract Agreement

Page 7

27. SOLE AND ONLY AGREEMENT:

This Agreement, including any exhibits attached hereto, and including all other documents referred to herein,

constitute the sole and only Agreement of the parties hereto relating to the Project and correctly set forth the

rights, duties, and obligations of each to the other as of the date set forth above. Any prior agreements,

promises, negotiations, or representations not expressly set forth in this Agreement or referenced herein are of

no force or effect.

28. TIME OF ESSENCE:

Time is of the essence in this Agreement.

29. SEVERABILITY:

In the event that any part or provision of this Agreement is found to be illegal or unconstitutional by a court of

competent jurisdiction, such findings shall not affect the remaining parts, portions, or provisions of this

Agreement.

CONTRACTOR: CITY OF COLUMBIA FALLS:

By: By:

Name: Name:

Title: Title:

EJCDC® C-610, Performance Bond

Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. 1 of 3

PERFORMANCE BOND

CONTRACTOR (name and address):

SURETY (name and address of principal place of business):

OWNER (name and address): CONSTRUCTION CONTRACT

Effective Date of the Agreement: Amount: Description (name and location):

BOND Bond Number: Date (not earlier than the Effective Date of the Agreement of the Construction Contract):

Amount: Modifications to this Bond Form: None See Paragraph 16

Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative.

CONTRACTOR AS PRINCIPAL SURETY

(seal) (seal) Contractor’s Name and Corporate Seal Surety’s Name and Corporate Seal By: By: Signature Signature (attach power of attorney) Print Name Print Name Title Title Attest: Attest: Signature Signature Title Title

Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to

Contractor, Surety, Owner, or other party shall be considered plural where applicable.



1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference.

2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Paragraph 3.

3. If there is no Owner Default under the Construction Contract, the Surety’s obligation under this Bond shall arise after:

3.1 The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor’s performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner’s notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Paragraph 3.1 shall be held within ten (10) business days of the Surety’s receipt of the Owner’s notice. If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner’s right, if any, subsequently to declare a Contractor Default;

3.2 The Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and

3.3 The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract.

4. Failure on the part of the Owner to comply with the notice requirement in Paragraph 3.1 shall not constitute a failure to comply with a condition precedent to the Surety’s obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice.

5. When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety’s expense take one of the following actions:

5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract;

5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors;

5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence,

to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or

5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances:

5.4.1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or

5.4.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial.

6. If the Surety does not proceed as provided in Paragraph 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Paragraph 5.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner.

7. If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication for:

7.1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract;

7.2 additional legal, design professional, and delay costs resulting from the Contractor’s Default, and resulting from the actions or failure to act of the Surety under Paragraph 5; and

7.3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor.

8. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the Surety’s liability is limited to the amount of this Bond.

9. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors, and assigns.



10. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations.

11. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit shall be applicable.

12. Notice to the Surety, the Owner, or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears.

13. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond.

14. Definitions

14.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims

for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract.

14.2 Construction Contract: The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents.

14.3 Contractor Default: Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract.

14.4 Owner Default: Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract.

14.5 Contract Documents: All the documents that comprise the agreement between the Owner and Contractor.

15. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor.

16. Modifications to this Bond are as follows:

EJCDC® C-615, Payment Bond


PAYMENT BOND

CONTRACTOR (name and address):

SURETY (name and address of principal place of business):

OWNER (name and address):

CONSTRUCTION CONTRACT

Effective Date of the Agreement: Amount: Description (name and location):

BOND

Bond Number: Date (not earlier than the Effective Date of the Agreement of the Construction Contract):

Amount: Modifications to this Bond Form: None See Paragraph 18

Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause

this Payment Bond to be duly executed by an authorized officer, agent, or representative.

CONTRACTOR AS PRINCIPAL SURETY

(seal) (seal)

Contractor’s Name and Corporate Seal Surety’s Name and Corporate Seal

By: By:

Signature Signature (attach power of attorney)

Print Name Print Name

Title Title

Attest: Attest:

Signature Signature

Title Title

Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference

to Contractor, Surety, Owner, or other party shall be considered plural where applicable.



1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner to pay for labor, materials, and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms.

2. If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond.

3. If there is no Owner Default under the Construction Contract, the Surety’s obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 13) of claims, demands, liens, or suits against the Owner or the Owner’s property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims, demands, liens, or suits to the Contractor and the Surety.

4. When the Owner has satisfied the conditions in Paragraph 3, the Surety shall promptly and at the Surety’s expense defend, indemnify, and hold harmless the Owner against a duly tendered claim, demand, lien, or suit.

5. The Surety’s obligations to a Claimant under this Bond shall arise after the following:

5.1 Claimants who do not have a direct contract with the Contractor,

5.1.1 have furnished a written notice of non-

payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and

5.1.2 have sent a Claim to the Surety (at the

address described in Paragraph 13).

5.2 Claimants who are employed by or have a direct contract with the Contractor have sent a Claim to the Surety (at the address described in Paragraph 13).

6. If a notice of non-payment required by Paragraph 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant’s obligation to furnish a written notice of non-payment under Paragraph 5.1.1.

7. When a Claimant has satisfied the conditions of Paragraph 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety’s expense take the following actions:

7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and

7.2 Pay or arrange for payment of any undisputed amounts.

7.3 The Surety’s failure to discharge its obligations under Paragraph 7.1 or 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Paragraph 7.1 or 7.2, the Surety shall indemnify the Claimant for the reasonable attorney’s fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant.

8. The Surety’s total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney’s fees provided under Paragraph 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety.

9. Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner’s priority to use the funds for the completion of the work.

10. The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to or give notice on behalf of Claimants, or otherwise have any obligations to Claimants under this Bond.

11. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations.



12. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Paragraph 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable.

13. Notice and Claims to the Surety, the Owner, or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received.

14. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond.

15. Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made.

16. Definitions

16.1 Claim: A written statement by the Claimant including at a minimum:

1. The name of the Claimant; 2. The name of the person for whom the labor

was done, or materials or equipment furnished;

3. A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract;

4. A brief description of the labor, materials, or equipment furnished;

5. The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract;

6. The total amount earned by the Claimant for labor, materials, or equipment furnished as of the date of the Claim;

7. The total amount of previous payments received by the Claimant; and

8. The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the date of the Claim.

16.2 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic’s lien or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms of “labor, materials, or equipment” that part of the water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor’s subcontractors, and all other items for which a mechanic’s lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished.

16.3 Construction Contract: The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents.

16.4 Owner Default: Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract.

16.5 Contract Documents: All the documents that comprise the agreement between the Owner and Contractor.

17. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor.

18. Modifications to this Bond are as follows:

NAME AND ADDRESSOF SUBCONTRACTOR

MONTANA PUBLICCONTRACTOR’S

REGISTRATION NO.TYPE OF WORK

TOTAL:

APPROXIMATEVALUE OF

SUBCONTRACT

PROJECT TITLE:

CONTRACTOR:

PROJECT NO:

APPROVAL OF SUBCONTRACTORS


Approval of Subcontractors 1 of 1

APR

Listed below are all of the subcontractors which we propose to use on this project. Your approval of these subcontractors is requested.

We certify that these subcontractors, as listed, have been advised of the labor standards and provisions applicable to this project and that these provisions, as incorporated in the Contract between the Owner and the undersigned Contractor, will be incorporated in the contracts between the Contractor and the listed subcontractors. These provisions shall include all necessary insurance, workers compensation, and other legal requirements that the Contractor must carry.

Any deviation from this list shall be approved by the Owner prior to the subcontractor conducting the work.

SIGNED BY (Contractor):

CHECKED BY (Engineer):

APPROVED BY (Owner):

DATE

DATE

DATE

SIGNATURE PRINT OR TYPE NAME

PRINT OR TYPE NAME

PRINT OR TYPE NAME

SIGNATURE

SIGNATURE

TO:

OWNER:

CONTRACTOR:

BY:

BY:

DATE:

PROJECT:

PROJECT NO:

NOTICE TO PROCEED

ACCEPTANCE OF NOTICE TO PROCEED

In accordance with the Agreement dated , , you are hereby

notified to commence work no later than , , and you are to

complete the work within consecutive calendar days thereafter. The date of completion

of all work is, therefore, , .

_________________

_________________ _________

_______

___________________ _________

_________

Receipt of the above Notice to Proceed is hereby acknowledged

this day of , ._______ _______________ _________


Notice to Proceed Page 1 of 1

APR

SIGNATURE

SIGNATURE

DATE

DATE

PRINT OR TYPE NAME

PRINT OR TYPE NAME

TITLE

TITLE

TO (Engineer):

BY:

BY:

ADDRESS:

DATE:

REMARKS:

TELEPHONE:OWNER APPROVAL:

SUBMITTED BY:

SIGNATURE

SIGNATURE

SIGNATURE

DATE

DATE

DATE

PRINT OR TYPE NAME

PRINT OR TYPE NAME

PRINT OR TYPE NAME

TITLE

TITLE

TITLE

PROJECT TITLE: PROJECT NUMBER:

PARAGRAPH:SPECIFICATION SECTION:

SPECIFIED ITEM:

PROPOSED SUBSTITUTION:

CHECKED BY ENGINEER:

SUBSTITUTION REQUEST FORM


Substitution Request Form 1 of 1

APR

We hereby submit for your consideration the following product instead of the specified item for the above project.

A. Does the substitution affect dimensions shown on Drawings? ________________________________

B. Will the undersigned pay for changes to building design, including engineering and detailing costs

caused by the requested substitution? _____________________________________________________

C. What affect does substitution have on other trades?

D. Differences between proposed substitution and specified item?

E. Manufacturer's guarantees of the proposed and specified items are:

Same Different (explain on attachment)_____ _____

Attach complete technical data, including laboratory tests, if applicable. Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. (Fill in blanks below.)

The undersigned states that the function, appearance, and quality are equivalent or superior to the specified item.

Accepted

Not Accepted

Accepted As Noted

Received Too Late

SIGNED BY (Contractor):

BID ITEMNO.

DESCRIPTION OF BID ITEM COMPONENT OF WORK (Describe)

TOTAL COST OF WORK ITEMS FOR PAYMENT REQUEST:

COST PERCOMPONENT

CHECKED BY (Engineer):


PROJECT TITLE:

CONTRACTOR:

PROJECT NO:

SCHEDULE OF VALUES FOR CONTRACT PAYMENT


Schedule of Values for Contract Payment 1 of 1

(Applies ONLY to Lump Sum Bid Items)

APR

I hereby certify that the costs of the work items noted above include an appropriate amount of overhead and profit applicable to each work item. The sum of the costs per component shall equal the lump sum unit price of the bid item.

DATESIGNATURE

SIGNATURE

SIGNATURE PRINT OR TYPE NAME

PRINT OR TYPE NAME

PRINT OR TYPE NAME

DATE

DATE

K:\Kal-Proj-Data\14104.000 - C Falls Water & Sewer\14104.007 - 2nd Avenue Rebuild\H. Design Computations\5. Contract Documents\MISC FORMS\9. APPLICATION AND CERTIFICATION FOR PAYMENT.xls

APPLICATION AND CERTIFICATE FOR PAYMENT

Application No. 1 Page 1 of 2

Period from : To:

OWNER: CONTRACTOR:

PROJECT:

CONTRACT DATE:

ORIGINAL CONTRACT SUM

Change Order No.

Change Order No.

Change Order No.

Net Change by Change Orders $0.00

CONTRACT SUM TO DATE $0.00

Amount Amount Less 1%Earned Retainage Earned Gross

Estimate This Held This Less ReceiptsNo. Estimate Estimate Retainage Tax Total

Totals: 0.00 0.00 0.00 0.00 0.00

Less Previous Certificates for Payment: 0.00

Current Payment Due: 0.00

CONTRACTOR'S CERTIFICATE

The undersigned Contractor certifies that the Work covered by this Application for Payment has been completed in accordance with the

Contract Documents, that all amounts have been paid by him for Work for which previous Certificates for payment were issued and

payments received from the Owner, and that current payment shown herein is due.

Dated: 0Contractor

By:

ENGINEER'S CERTIFICATE FOR PAYMENT

This Application (with accompanying documentation) meets the requirements of the Contract Documents and payment of the above

"Current Payment Due" is recommended.

Dated: Robert Peccia and AssociatesEngineer

By:

Method of determining change in Contract Price: Method of determining change in Contract Time:

PROJECT TITLE:

DESCRIPTION:

PURPOSE OF WORK DIRECTIVE CHANGE:

ATTACHMENTS: (List documents supporting change)

OWNER: ENGINEER:

CONTRACTOR:

CONTRACT DATE:PROJECT NO.:

WORK DIRECTIVE CHANGE


Work Directive Change 1 of 2

APR

You are directed to proceed promptly with the following change(s):

If a claim is made that the above change(s) have affected Contract Price or Contract Time, any claim for a Change Order based thereon will involve one of the following methods of determining the effect of the change(s).

Time and Materials

Unit Prices

Cost Plus Fixed Fee

Other

Contractor’s Records

Engineer’s Records

Other

Instructions on Next Page

Estimated increase (decrease) in Contract Time:

days. If the change involves an increase,

the estimated time is not to be exceeded without further

authorization.

__________

Estimated increase (decrease) in Contract Price:

$ amount. If the change involves

an increase, the estimated amount is not to be

exceeded without further authorization.

_________________

RECOMMENDED BY (Engineer):

ACCEPTED BY (Contractor):

AUTHORIZED BY (Owner):

SIGNATURE PRINT OR TYPE NAME DATE

DATE

DATE

PRINT OR TYPE NAME

PRINT OR TYPE NAME

SIGNATURE

SIGNATURE


Work Directive Change 2 of 2

APR

WORK DIRECTIVE CHANGE

INSTRUCTIONS

A. GENERAL INFORMATION

This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the Contract Price or the Contract Time. This is not a Change Order, but only a directive to proceed with Work that may be included in a subsequent Change Order.

For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Time, a Field Order may be issued.

B. COMPLETING THE WORK DIRECTIVE CHANGE

Engineer initiates the form, including a description of the items involved and attachments.

Based on conversations between Engineer and Contractor, Engineer completes the following:

METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed work is completed, another Work Directive Change must be issued to change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Price, the space for estimated increase (decrease) should be marked "Not Applicable".

METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT TIME: Mark the method to be used in determining the change in Contract Time and the estimated increase or decrease in Contract Time. If the change involves an increase in the Contract Time and the estimated time is approached before additional or changed Work is completed, another Work Directive Change must be issued to change the time or Contractor may stop the changed Work when the estimated time is reached. If the Work Directive Change is not likely to change the Contract Time, the space for estimated increase (decrease) should be marked "Not Applicable".

Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in price or time. Once authorized by Owner, a copy should be sent by Engineer to Contractor.

Once the Work covered by this directive is completed for final cost and time determined, Contractor should submit documentation for inclusion in a Change Order.

THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR THE CONTRACT TIME. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY.

SUMMARY OF COST AND TIME:

COST BREAKDOWN: TIME BREAKDOWN:

ITEM NO.

DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT BASIS OF UNIT PRICE

PROJECT TITLE:

OWNER: DATE OF CHANGE ORDER:

CONTRACTOR:

CONTRACT DATE:

PROJECT NO.: CHANGE ORDER NO.:

CHANGE ORDER


Change Order 1 of 2

APR

Change orders must be accompanied by an itemized cost breakdown, i.e.: unit prices, negotiated lump sum prices, negotiated cost plus basis. Note all cost plus pricing to be supported by documentation which supports the cost of that item.

The completion date as set forth in the contract documents shall be unchanged increased decreased

by calendar days. The date for completion of all work will be ._______

Original Contract Price:

Previous Change Order Amount:

Current Contract Price:

Amount of This Change Order:

New Contract Price:

Start of Construction:

Calendar Days by Contract:

Contract Completion Date:

No. of Days Granted This Change Order:

New Contract Completion Date:

JUSTIFICATION OF CHANGE ORDER:


Change Order 2 of 2

APR

CHANGE ORDER

SURETY CONSENT

The surety hereby consents to the aforementioned contract change order and agrees that its bond or

bonds shall apply and extend to the contract as thereby modified or amended per this change order.

The principal and the surety further agree that on or after execution of this consent, the penalty of the

applicable performance bond or bonds is hereby increased by $ (100% of the ____________________

change order amount) and the penalty of the applicable labor and material bond or bonds is hereby

increased by $ (100% of the change order amount). ___________________

COUNTERSIGNED BY MONTANA RESIDENT AGENT

ACCEPTED BY (Contractor):


RECOMMENDED BY (Engineer):DATESIGNATURE

SIGNATURE

SIGNATURE

COMPANY

COMPANY

SIGNATURE

SIGNATURE

PRINT OR TYPE NAME

PRINT OR TYPE NAME

PRINT OR TYPE NAME

TITLE

TITLE

PRINT OR TYPE NAME

PRINT OR TYPE NAME

DATE

DATE

(SEAL)

FULL AND FINAL RESOLUTION:Execution of this Change Order by the Contractor shall constitute full and final resolution of all claims, impacts, delays, or costs associated with the change, and the Contractor waives any and all claims for money, impacts, delays, costs, or any other effect of the change(s) covered by this Change Order.

APPROVALS:Surety consent is required if the net increase of this change order and all previous change orders exceeds 20% of the original contract amount.

SURETY

By:

By:

TO (Owner):

CONTRACTOR:

ATTN (Engineer):

FROM (Contractor):

DATE:

PROJECT:

PROJECT NO:

CONTRACT DATE:

CONTRACTOR’S CERTIFICATE OF COMPLETION


Contractors Certificate of Completion 1 of 1

APR

This is to certify that I, , am an authorized official of

, working in the capacity of

, and have been properly authorized by said firm

or corporation to sign the following statements pertaining to the subject contract:

___________________________________________

______________________________________________________________

_____________________________________________

I know of my own personal knowledge, and do hereby certify, that the work of the contract described above has been performed, and materials used and installed in every particular, in accordance with, and in conformity to, the Contract Plans and Specifications.

The contract work is now complete in all parts and requirements and ready for your substantial completion inspection.

I understand that neither the determination of the Engineer that the work is complete nor the acceptance thereof by the Owner shall operate as a bar to claim against the Contractor under the terms of the guarantee provisions of the Contract Documents.

BY:SIGNATURE

PRINT OR TYPE NAME

DATE

TITLE

TO (Owner): SUBSTANTIAL COMPLETION DATE:

CONTRACTOR:

ENGINEER:

BY:

BY:

BY:

SIGNATURE

SIGNATURE

SIGNATURE

DATE

DATE

DATE

OWNER:

REMARKS: (include additional information if necessary)

PROJECT:

INSPECTION DATE:

CONTRACT DATE:

PERFORMANCE BOND NO:

PROJECT NO:

ENGINEER:

DATE OF BOND:

PROJECT OR PART SHALL INCLUDE:

SURETY:

CONTRACTOR: MONTANA AGENT:

ADDRESS:

PHONE NO: PHONE NO:

ADDRESS:

CERTIFICATE OF SUBSTANTIAL COMPLETION


Certificate of Substantial Completion 1 of 1

APR

The Work performed under this Contract has been inspected by authorized representatives of the Owner, Contractor, and Engineer, and the Project (or specified part of the Project, as indicated above) is hereby declared to be substantially completed on the above date.

A tentative list of items to be completed is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the Contractor to complete all the Work in accordance with the Contract Documents.

The Contractor accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated.

The Owner accepts the Project or specified area of the Project as substantially complete and will assume full

possession of the project or specified area at (time), on (date). The responsibility for __________ ________________

heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below.

DEFINITION OF SUBSTANTIAL COMPLETIONThe date of substantial completion of a project or specified area of a project is the date when the construction is sufficiently completed, in accordance with the contract documents, as modified by any change orders agreed to by the parties, so the Owner can occupy or utilize the project or specified area of the project for the use for which it was intended.

STATE OF:

DATE:

COUNTY OF:

PROJECT:

PROJECT NUMBER:

AFFIDAVIT ON BEHALF OF CONTRACTOR


Affidavit On Behalf of Contractor 1 of 1

APR

I certify to the best of my knowledge and belief that all work has been performed and materials supplied in

strict conformance with the terms and conditions of the corresponding Contract Documents between

, the Owner, and , the

Contractor, dated for the

Project, No. , and further declare

that all bills for materials, supplies, utilities, and for all other things furnished or caused to be furnished by

the above-named Contractor and used in the execution of the above Contract have been fully paid, and

there are no unpaid claims or demands of State Agencies, subcontractors, materialmen, mechanics,

laborers or any others resulting from or arising out of work done or ordered to be done by said Contractor

under the above-identified Contract.

In consideration of the prior and final payments made and all payments made for authorized changes, the

Contractor releases and forever discharges the Owner from any and all obligations and liabilities arising

by virtue of said Contract and authorized changes between the parties hereto, either verbal or in writing,

and any and all claims and demands of every kind and character whatsoever against the Owner, arising

out of or in any way relating to said Contract, and authorized changes. This Waiver includes any claim of

lien as well as any and all claims under 40 U.S.C. 270a-270d (”the Miller Act”) or any state statute

serving a substantially similar purpose, and releases and waives any and all claims to any private bond right.

This statement is made for the purpose of inducing the Owner to make Final Payment under the terms of

the Contract, relying on the truth and statements contained therein. The Contractor acknowledges others,

including lenders, insurers, and the Engineer, will rely upon this instrument as a full and complete waiver

and release of all claims in the normal course of their transactions.

Dated this day of , , at , Montana.

___________________________________ ________________________________

_____________________ _________________________________________

____________________________________________ ____________

_____ _________________ _______ ___________________

):ss

)

Subscribed and sworn to before me this day

of , .

_____

_______________ _______

BY:SIGNATURE

PRINT OR TYPE NAME

DATE

TITLE

CONTRACTOR:

NOTARY PUBLIC FOR THE STATE OF MONTANA

RESIDING AT

MY COMMISSION EXPIRES

OWNER:

PROJECT NUMBER:

SURETY:

PROJECT:

SURETY COMPANY:

SIGNATURE OF AUTHORIZED REPRESENTATIVE

ADDRESS

COMPANY NAME

TITLE DATE

(SEAL)

ENGINEER:

CONTRACTOR:

CONTRACT DATE:

CONSENT OF SURETY COMPANY TO FINAL PAYMENT


Consent Of Surety Company To Final Payment 1 of 1

NOTE: This form is to be used as a companion document to the Affidavit on Behalf of Contractor (current edition).

APR

In accordance with the provisions of the contract between the Owner and the Contractor indicated above,

the , SURETY COMPANY, on bond of

, CONTRACTOR,

hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor

shall not relieve the Surety Company of any of its obligations to

, OWNER,

as set forth in the said Surety Company’s bond.

IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of

, .

_____________________________________________________

______________________________________________________________________

___________________________________________________________________________

__________

______________________ _______________

(here insert name of Surety Company)

(here insert name and address of Contractor)

(here insert name and address of Owner)

SEWER SERVICE ELEVATION FORM

RIVERWOOD ESTATES SID

Robert Peccia & Associates, Inc.

825 Custer Avenue * Helena * Montana * (406) 447-5000

102 Cooperative Way, Suite 300 * Kalispell * Montana * (406) 752-5025

Elevation of Top of Existing Sewer Elevation of Top of Water Main at Service Elevation of Additional Utility Crossings Property Address Service at Connection Point Crossing Location (If Present) (Optional)




























PREPARED BY RPA 2/9/2017 Page 1