Construction Contract - City of Laramie

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CONSTRUCTION CONTRACT BETWEEN CITY OF LARAMIE, WYOMING AND SWECKARD EXCAVATION, INC. Page 1 of 11 CONSTRUCTION CONTRACT BETWEEN CITY OF LARAMIE, WYOMING AND SWECKARD EXCAVATION, INC. 1. Parties. This Contract is entered into this _____ day of _______________, 20___ by and between City of Laramie, Wyoming, (hereinafter referred to as “City”), whose address is 406 Ivinson Street, Laramie, Wyoming 82072, and Sweckard Excavation, Inc. (hereinafter referred to as “Contractor”), whose address is 10 Topaz Lane, Laramie, WY, 82070. City and Contractor agree to the terms set forth in this document. 2. Purpose of Contract. Contractor shall provide all labor, supervision, materials, equipment, all incidentals, related items and appurtenances, and performing all operations necessary to complete the Imperial Heights Park Development Phase I and II that includes all work necessary for the installation of concrete sidewalk, 70’ prefabricated steel pedestrian walking bridge and abutments, area grading, playground Equipment furnishing and installation, playground drainage system, playground surfacing, and restorative landscaping for a new park in accordance with the Advertisement to Bid (hereinafter referred to as “ATB”) documents dated April 2016 labeled as Imperial Heights Park Development Phase I and II which is marked Attachment A and attached hereto and incorporated herein. 3. Term of Contract. A. Time of Commencement and Substantial Completion. (i) The work under this Contract shall commence The work under this Contract shall commence within seven (7) calendar days of receipt of Notice to Proceed and will be substantially complete within Sixty (60) calendar days after the date when the Contract Time commences to run as provided in paragraph 2.03 of the General Conditions and completed and ready for final payment within seventy (70) calendar days after the date when the Contract Time commences to run. In no case shall final completion be later than October 13, 2016. (ii) Performance under this Contract shall not begin prior to the date upon which the last required signature is affixed to this Contract or the date of the Contractor's receipt of a Notice to Proceed, whichever occurs later. (iii) Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its completion, or after the use of additional contract time, will in no way operate as a waiver on the part of City of any of its rights under the Contract. 4. Payment.

Transcript of Construction Contract - City of Laramie

CONSTRUCTION CONTRACT BETWEEN

CITY OF LARAMIE, WYOMING AND

SWECKARD EXCAVATION, INC. Page 1 of 11

CONSTRUCTION CONTRACT

BETWEEN CITY OF LARAMIE, WYOMING

AND SWECKARD EXCAVATION, INC.

1. Parties. This Contract is entered into this _____ day of _______________, 20___ by and

between City of Laramie, Wyoming, (hereinafter referred to as “City”), whose address is 406 Ivinson Street, Laramie, Wyoming 82072, and Sweckard Excavation, Inc. (hereinafter referred to as “Contractor”), whose address is 10 Topaz Lane, Laramie, WY, 82070. City and Contractor agree to the terms set forth in this document. 2. Purpose of Contract. Contractor shall provide all labor, supervision, materials, equipment, all incidentals, related items and appurtenances, and performing all operations necessary to complete the Imperial Heights Park Development Phase I and II that includes all work necessary for the installation of concrete sidewalk, 70’ prefabricated steel pedestrian walking bridge and abutments, area grading, playground Equipment furnishing and installation, playground drainage system, playground surfacing, and restorative landscaping for a new park in accordance with the Advertisement to Bid (hereinafter referred to as “ATB”) documents dated April 2016 labeled as Imperial Heights Park Development Phase I and II which is marked Attachment A and attached hereto and incorporated herein.

3. Term of Contract. A. Time of Commencement and Substantial Completion.

(i) The work under this Contract shall commence The work under this Contract shall commence within seven (7) calendar days of receipt of Notice to Proceed and will be substantially complete within Sixty (60) calendar days after the date when the Contract Time commences to run as provided in paragraph 2.03 of the General Conditions and completed and ready for final payment within seventy (70) calendar days after the date when the Contract Time commences to run. In no case shall final completion be later than October 13, 2016.

(ii) Performance under this Contract shall not begin prior to the date upon which the last required signature is affixed to this Contract or the date of the Contractor's receipt of a Notice to Proceed, whichever occurs later.

(iii) Permitting the Contractor to continue and finish the work or any part of it

after the time fixed for its completion, or after the use of additional contract time, will in no way operate as a waiver on the part of City of any of its rights under the Contract.

4. Payment.

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SWECKARD EXCAVATION, INC. Page 2 of 11

A. Contract Sum. (i) City agrees to pay Contractor for the services described herein. The total

payment under this Contract shall not exceed Three Hundred Thirty One Thousand, Four Hundred Dollars and no cents, ($331,400.00). No payment shall be made for work performed prior to the date upon which the last required signature is affixed to this Contract or the date of the Contractor's receipt of a Notice to Proceed, whichever occurs later.

(ii) Additional Notices to Proceed shall be issued corresponding to any respective Contract Amendments.

(iii) Pursuant to Wyo. Stat. §16-6-602, City shall pay interest beginning the forty-sixth day at the rate of one and one-half percent (1 ½%) per month on the unpaid balance of the progress payment until the account is paid in full, unless a good faith dispute exists as to City’s obligation to pay all or a portion of the account.

B. Progress Payments.

(i) Contractor may submit monthly invoices for progress payment. Materials included on each invoice must either be installed or stored on site, additionally, any fees for labor must be performed prior to the submission of the invoice. No advance payment for materials or services may be requested. So long as the Contractor is satisfactorily progressing in performance of this contract, City may make monthly progress payments on the contract sum to the Contractor. Pursuant to Wyo. Stat. §16-6-702, City shall withhold ten percent (10%) of the calculated value of any work completed until one hundred percent (100%) of the work required by the contract has been performed. The withheld percentage of the contract price shall be retained in an account in the name of the Contractor which has been assigned to City until the contract is completed satisfactorily and finally accepted. Before the withheld percentage payment is made, City shall determine that satisfactory and substantial reasons exist for the payment and shall require written approval from any surety furnishing bonds for the contract work.

(ii) If it becomes necessary for City to take over the completion of the Contract, all amounts owed the Contractor, including the withheld percentage shall first be applied toward the cost of completion of the Contract, as provided in Wyo. Stat. §16-6-703, as amended. Any balance remaining of the retained percentage after completion by City shall be payable to Contractor or Contractor's creditors. The retained percentage which may be due to Contractor shall be due and payable as prescribed by Wyo. Stat. §16-6-116.

C. Final Payment.

(i) Final payment, constituting the entire unpaid balance of the contract sum, shall be paid by City to the Contractor when the Contract work has been completed, and the Contract fully performed. The Contractor shall make its request for final payment in writing to City. The Contractor’s request for final payment must include the final reconciliation of the return of, and any restocking charges applied by the suppliers for any unused materials in storage. City shall determine in writing when the

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SWECKARD EXCAVATION, INC. Page 3 of 11

Contract work has been completed. Final payment will be made pursuant to Wyo. Stat. §§ 16-6-116 and 16-6-117, as amended.

(ii) No final payment will be made until the Contractor files a sworn statement, stating that all claims for material and labor performed under the Contract have been made, and that no liens or claims for unpaid materials, labor or equipment are outstanding. The sworn statement shall be filed with the appropriate entity, as designated in Wyo. Stat. § 16-6-117. A copy of the sworn statement shall be provided to City.

(ii) If any claim for material and labor is disputed, the sworn statement shall so state and include a copy of any claim or lien and the amount claimed. The amount claimed shall be deducted from the final payment and retained by City until the dispute is resolved, as provided in Wyo. Stat. § 16-6-117. The parties agree that City may, at its discretion, place the disputed amount in an interest bearing account. In the event the funds are placed in an interest bearing account, any and all accrued interest shall belong to City.

(iii) No final payment will be made until the Contractor provides a warranty

security in the form of a certified or cashier's check or bond issued by a surety meeting the requirements of Article 5.01 of the General Conditions. The certified or cashier's check or bond shall be in the amount of the 5% of the original contract amount, and shall have an expiration date consistent with the final correction or warranty period.

D. Liquidated Damages.

(i) If the Contractor fails to complete the work within the time specified in the Contract, or within any authorized extension of time under a change order, Contractor shall pay to City as liquidated damages, the sum listed in the following table, for each calendar day of delay until the work is substantially complete, as approved by City. Original Contract Amount Liquidated Damages

charge per calendar day $0.00 to $50,000.00 $500.00 $50,000.01 to $100,000.00 $1,000.00 $100,000.01 to $500,000.00 $1,500.00 $500,000.01 to $1,000,000.00 $2,000.00 $1,000,000.00 and greater $3,000.00

(ii) The liquidated damages shall be computed beginning the day following the first calendar day specified for completion and shall continue each and every calendar day until all work under the Contract is substantially complete, as approved by City.

(iii) Liquidated damages will not be charged for any work required to be done by the Contractor as a result of a final inspection, providing the work is only cleanup or of a minor nature and the Contractor has shown constant effort in completing the work, as determined by City. If deferment of the inspection is necessary due to causes which City determines to be beyond the control of and

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SWECKARD EXCAVATION, INC. Page 4 of 11

without the fault or negligence of the Contractor, liquidated damages will not be assessed for that period of time.

(iv) Nothing herein shall be construed to preclude City from the recovery of damages for causes other than the delay by the Contractor.

5. Responsibilities of Contractor.

A. The Contractor shall perform all work on the described project as required by the Contract documents. The work to be performed includes the labor and services necessary to produce such replacement, and all materials, supplies, tools, transportation, equipment, and machinery required for replacement.

B. This project bid includes all materials, labor and equipment to complete the project as outlined in the Project Manual dated April 2016 labeled as Imperial Heights Park Development Phase I and II which is marked Attachment A.

6. General Provisions.

A. Ownership of Documents/Work Product. All documents, reports, records, field notes, materials, and data of any kind resulting from performance of this Contract are at all times the joint property of the Contractor and City. Upon termination of the Contract all of the above documents return to the City.

B. Independent Contractor. The Contractor shall function as an independent Contractor for the purposes of this Contract, and shall not be considered an employee of the City of Laramie for any purpose. The Contractor shall assume sole responsibility for any debts or liabilities that may be incurred by the Contractor in fulfilling the terms of this Contract, and shall be solely responsible for the payment of all federal, state, and local taxes which may accrue because of this Contract. Nothing in this Contract shall be interpreted as authorizing the Contractor or its agents and/or employees to act as an agent or representative for or on behalf of City, or to incur any obligation of any kind on the behalf of City. The Contractor agrees that no health/hospitalization benefits, workers’ compensation and/or similar benefits available to City of Laramie employees will inure to the benefit of the Contractor or the Contractor’s agents and/or employees as a result of this Contract.

C. Amendments. Any changes, modifications, revisions or amendments to this Contract which are mutually agreed upon by the parties to this Contract shall be incorporated by written instrument, executed and signed by all parties to this Contract.

D. Insurance. The Contractor shall maintain the following insurance: (i) Comprehensive General Liability. Contractor shall have and maintain comprehensive general liability insurance coverage during the entire term of the Contract, against claims arising out of bodily injury, death, damage to or destruction of the property of others, including loss of use thereof, and including underground, collapse and explosion (XCU) and products and completed

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operations in an amount not less than five hundred thousand dollars ($500,000.00) each occurrence and one million dollars ($1,000,000.00) in the general aggregate. (ii) Workers Compensation or Employers Liability Insurance. Contractor shall provide proof of workers compensation coverage, for all its employees who are to work on the projects described in this Contract. Contractor’s coverage shall be under the Wyoming Workers Safety and Compensation program, if statutorily required, or such other workers compensation insurance as appropriate. Contractor’s insurance shall include A Stop Gap coverage in an amount not less than Five Hundred Thousand Dollars ($500,000.00) per employee for each accident and disease. Contractor shall have also supply proof of workers’ compensation and employer’s liability insurance on each and every subcontractor before allowing that subcontractor on the job site.

(iii) Business Automobile Liability. Contractor shall maintain, during the entire term of the contract, automobile liability insurance in an amount not less than five hundred thousand dollars ($500,000.00) per occurrence.

(iv) Coverage. All polices required under this Contract shall be in effect for the duration of this Contract and projects. All policies shall be primary and not contributory. Contractor shall pay the premiums on all insurance policies and insurance certificates must include a clause stating that the insurance may not be revoked, cancelled, amended or allowed to lapse until the expiration of at least thirty (30) days advance written notice to City.

(v) Additional Insured. All insurance policies required by this Contract, except workers’ compensation, shall name City as an additional insured, and shall contain a waiver of subrogation against City, its agents and employees. Contractor shall provide, upon request a copy of an endorsement providing this coverage.

(vi) City’s Right to Reject. The City reserves the right to reject a certificate of insurance if Contractor’s insurance company is widely regarded in the insurance industry as financially unstable. This would include but is not limited to insurance companies with no less than AVIII rating in the A.M. Best insurance rating guide.

(vii) Subcontractors. The insurance requirements set forth above apply to all subcontractors. It is Contractor’s responsibility to ensure that its subcontractors meet these insurance requirements. City has the right to review the Certificates of any and all subcontractors used by the Contractor.

(viii) Cancellation. There shall be no cancellation, material change, potential exhaustion of aggregate limits or intent to not renew insurance coverage without thirty (30) days written notice from Contractor or their insurers to City. Any failure to comply with the reporting provision of this insurance, except for the potential exhaustion of aggregate limits, shall not affect the coverage provided to City and its division, officers and employees.

E. Indemnification. The Contractor shall release indemnify, and hold harmless the state, City, and their officers, agents, employees, successors and assignees from any cause of action, or

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SWECKARD EXCAVATION, INC. Page 6 of 11

claims or demands arising out of Contractor’s failure to perform any of the Contractor’s duties and obligations under or in connection with the negligent performance of Contractor’s duties or obligations, including but not limited to any claims, law suits, losses or liability arising out of Contractor’s malpractice performance under this Contract.

F. Audit/Access to Records. The Contractor shall, immediately upon receiving written instruction from City, provide to any independent auditor, accountant, or accounting firm, all books documents, papers and records of the Contractor which are pertinent to this Contract. The Contractor shall cooperate fully with any such independent auditor, accountant, or accounting firm, during the entire course of any audit authorized by City. There will be no cost for audit expense for City request to the Contractor.

G. Publicity. Any publicity given to the program or services provided herein, including, but not limited to, notices, information, pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Contractor, shall identify City as the sponsoring City and shall not be released without prior written approval from City.

H. Assignment, Transfer and Subcontracting. Neither party shall assign or otherwise transfer any of the rights or delegate any of the duties set for in this Contract without the prior written approval of the other party. The Contractor shall not use this Contract, or any portion thereof, for collateral for any financial obligation, without the prior written permission of City. No such written approval shall relieve the Contractor of any obligations of this Contract and any transferee or subcontractor shall be considered the agent of the Contractor. The Contractor shall remain liable as between the original parties to the Contract as if no such assignment had occurred.

I. Compliance With Laws. The Contractor shall keep informed of and comply with all applicable federal, state and local laws and regulations in the performance of this Contract or any properly promulgated rules and regulations related thereto, and Section 504 of the Rehabilitation Act of 1973.

J. Wyoming Product Preference. Unless otherwise provided in the Contract, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of work, whether temporary or permanent. The Contractor shall comply with all resident and other preference requirements, including but not limited to those applicable to labor, materials and subcontractors. The Contractor agrees to provide Wyoming made goods where those goods are comparable in price and quality to those required by this Contract.

K. Termination of Contract. This Contract may be terminated for cause if the Contractor or City fails to perform in accordance with the terms and conditions of this Contract following delivery of a written thirty (30) day notice stating the grounds for such default.

L. Applicable Law/Venue. The construction, interpretation and enforcement of this Contract shall be governed by the laws of the State of Wyoming. The courts of the State of Wyoming

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shall have jurisdiction over this Contract and the parties, and the venue shall be the Second Judicial District, Albany County, Wyoming.

M. Nondiscrimination. The Contractor shall comply with Presidential Executive Order 11246 entitled, “Equal Employment Opportunity”, as amended by Presidential Executive Order 11375, and as supplemented in the Department of labor Regulations (41 CFR Part 60), the Civil Rights Act of 1964, the Americans with Disabilities Act (ADA), 42 U.S.C. 12101, et seq., the Wyoming Fair Employment Practices Act (Wyo. Stat. § 27-9-105 et seq.), the Wyoming Human Rights Act, and the Age Discrimination Act of 1975.

All parties of this Contract agree that all hiring must be done on the basis of merit and qualifications. There may be no discrimination on the basis of race, color, religion, creed, political ideas, sex, age, marital status, physical or mental disability, or national origin by the person or persons performing the Contract including, but not limited to, the prevailing wage laws.

N. Entirety of Contract.

(i) The Contract shall consist of this document and its terms and conditions and the following documents: The Advertisement to Bid, Instructions to Bidders, Bid Form, Signature Sheets, Performance and Payment Bond, General Conditions, Supplementary Conditions, Specifications, Supplementary Specifications, Special Provisions, Notice to Proceed, duly issued Change Orders, Extra Work Orders and Field Orders, Addenda, and all modifications issued after execution of this Contract. The Contract documents are as fully a part of this Contract as if hereto attached or herein repeated. The Contract documents are complementary and what is required by one shall be as binding as if required by all. The Contractor warrants that it has carefully examined and understands all of the Contract documents listed above, prior to starting any work under this Contract. The Contractor has not identified any issues from the above documents or site conditions which would prevent accomplishing the entire work as outlined in the Project Manual which is marked Attachment A and attached hereto and incorporated herein. Modifications include but are not limited to the following: (1) change orders (2) extra work orders or (3) addenda entered into by the parties pursuant to the terms of the Contract.

(ii) The Contract does not include prior negotiations or any other documents not specifically enumerated in the contract documents delineated in subparagraph (A) above.

(iii) This Contract, consisting of eleven (11) pages, along with the documents explicitly enumerated in Paragraph 6 (N) above and Attachment A entitled Project Manual for Imperial Heights Park Development Phase I and II dated April 2016, represent the entire and integrated Contract between the parties and supersede all prior negotiations, representations, and agreements, whether written or oral. The Contractor shall report to City any error, inconsistency or omission it may discover. City, after consulting with the Contractor, will make a determination on correction of such error. The Contractor may request a change order, under the change order provisions of this Contract, in conjunction with any required correction, if appropriate.

(iv) The terms and language set forth in this Contract have been negotiated by City and the Contractor and have not been drafted unilaterally by either party. By executing this Contract,

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the Contractor represents that it has carefully read, studied, compared and examined all contract documents, including the specifications, is satisfied with the sufficiency of the contract documents, and shall not, at any time, complain of defects or inaccuracies in such documents, specifications or drawings.

P. Confidentiality of Information. All documents, data compilations, reports, computer programs, photographs, and any other work provided to or produced by the Contractor in the performance of this Contract shall be kept confidential by the Contractor unless written permission is granted by City for its release.

Q. Force Majeure. Neither party shall be liable for failure to perform under this Contract if such failure to perform arises out of causes beyond the control and without the fault or negligence of the non-performing party. Such causes may include, but are not limited to, acts of God or the public enemy, fires, floods, epidemics, quarantine restrictions, freight embargoes, and usually severe weather. This provision shall become effective only if the party failing to perform immediately notifies the other party of the extent and nature of the problem, limits delay in performance to that required by the event, and takes all reasonable steps to minimize delays. This provision shall not be effective unless the failure to perform is beyond the control and without the fault or negligence of the non-performing party.

R. Kickbacks. The Contractor certifies and warrants that no gratuities, kickbacks or contingency fees were paid in connection with this contract, nor were any fees, commissions, gifts, or other considerations made contingent upon the award of this Contract. If the Contractor breaches or violates this warranty, City may, at its discretion, terminate this Contract without liability to City, or deduct from the contract price or consideration, or otherwise recover, the full amount of any commission, percentage, brokerage, or contingency fee.

S. Notices. All notices arising out of, or from, the provisions of this Contract shall be in writing and given to the parties at the address provided under this Contract, either by regular mail, facsimile, e-mail, or delivery in person.

T. Liaison and Notice. City Project Manager & Contractor Superintendent.

(i) City project manager is Todd Feezer, Director, Parks & Recreation, telephone number: (307) 721-5260 and facsimile: (307) 721-5284.

(ii) The Contractor’s Project Superintendent is Luke Sweckard, President/Owner, telephone number: (307) 760-0462.

(iii) All notices and invoices required in this Contract shall be in writing, properly addressed to the liaison above, and mailed first-class, postage prepaid. All notices sent via U.S. Postal Services are deemed effective on the date of postmark. Notices and invoices mailed through another carrier (e.g., UPS or FedEx) are effective upon receipt.

U. Sovereign Immunity. The City does not waive sovereign immunity by entering into this Contract, and specifically retains immunity and all defenses available to them as sovereign pursuant to Wyo. Stat. § 1-39-104(a) and all other state law.

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V. Taxes. The Contractor shall pay all taxes and other such amounts required by

federal, state and local law, including but not limited to federal and social security taxes, workers’ compensation, unemployment insurance and sales taxes.

W. Third Party Beneficiary Rights. The parties do not intend to create in any other individual or entity the status of third party beneficiary, and this Contract shall not be construed so as to create such status. The rights, duties, and obligations contained in this Contract shall operate only between the parties to this Contract, and shall inure solely to the benefit of the parties to this Contract. The provisions of this Contract are intended only to assist the parties in determining and performing their obligations under this Contract. The parties to this Contract intend and expressly agree that only parties signatory to this Contract shall have any legal or equitable right to seek to enforce this Contract, to seek any remedy arising out of a party’s performance or failure to perform any term or condition of this Contract, or to bring an action for the breach of this Contract.

X. Americans with Disabilities Act. Contractor shall not discriminate against a qualified individual with a disability and shall comply with the Americans with Disabilities Act, P.L. 101-336, 42 U.S.C. 12101 et seq. and any properly promulgated rules and regulations related thereto.

Y. Warranty. Contractor warrants the following: (i) has the ability to perform the agreed services;

(ii) shall provide suitable resources to perform work in accordance with agreed

services;

(iii) will endeavor to provide the services herein on a timely basis consistent with the difficulty and scope of services to be provided; and

(iv) shall perform all work in a professional and workmanship like manner.

Z. Patent or Copyright Protection. Contractor recognizes that certain proprietary matters or techniques may be subject to patent, trademark, copyright, license or other similar restrictions, and warrants that no work performed by Contractor or its subcontractors will violate any such restriction.

AA. Extension. Nothing in this Contract shall be interpreted or deemed to create an expectation that this Contract will be extended beyond the term described herein. Any extension of this Contract shall be requested by the Contractor and following approval by City shall be effective only after it is reduced to writing and executed by all parties to the Contract. Any agreement to extend this Contract shall include, but not necessarily be limited to: an unambiguous identification of the Contract being extended; the term of the extension; the amount of any payment to be made during the extension, or a statement that no payment will be made during the extension; a statement that all terms and conditions of the original Contract shall, unless explicitly delineated in the exception, remain as they were in the original Contract; and, if the duties of either party will be different during the extension than they were under the original Contract, a detailed description of those duties.

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BB. Availability of Funds. Each payment obligation of City is conditioned upon the availability of government funds which are appropriated or allocated for the payment of this obligation. If funds are not allocated and available for the continuance of the services performed by the Contractor, the contract may be terminated by City at the end of the period for which the funds are available. City shall notify the Contractor at the earliest possible time of the services which will or may be affected by a shortage of funds. No penalty shall accrue to City in the event this provision is exercised, and City shall not be obligated or liable for any future payments due or for any damages as a result of termination under this section. This provision shall not be constructed to permit City to terminate this Contract to acquire similar services from another party. CC. Award of Related Contracts. City may undertake or award supplemental or successor contracts for work related to this Contract. The Contractor shall cooperate fully with other contractors and City in all such cases. DD. Time is of the Essence. Time is of the essence in all provisions of the Contract. EE. Titles Not Controlling. Titles of paragraphs and sections are for reference only, and shall not be used to control the language in the contract. FF. Severability. Should any portion of this Contract be judicially determined to be illegal or unenforceable, the remainder of this Contract shall continue in full force and effect and either party may attempt to renegotiate the terms affected by the severance.

INTENTIONALLY LEFT BLANK

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IN WITNESS WHEREOF, the Laramie City Council has caused this Agreement to be signed and executed in its behalf by its Mayor, and duly attested by its City Clerk, and Contractor has signed and executed this Agreement, the day and year first written above. CITY OF LARAMIE, WYOMING: By: David A Paulekas, Mayor and President of the City Council Attest: Sue Morris-Jones, MMC City Clerk CONTRACTOR: Sweckard Excavation, Inc. Luke Sweckard, President/Owner By: Title:

CITY OF LARAMIE PROJECT MANUAL FOR

IMPERIAL HEIGHTS PARK

DEVELOPMENT PHASE I AND II

Date: April 2016

CITY OF LARAMIEPROJECT MANUAL FOR THE

IMPERIAL HEIGHTSPARK DEVELOPMENT

PHASE I AND IIOwner:

City of LaramieP.O. Box C

Laramie, WY 82073

Engineer of Record:

Lynn C. HillDOWL

1575 North 4th Street, Suite 105(P.O. Box 70, 82073)Laramie, WY 82072

[email protected]

April 2016

5122.26641.01

CITY OF LARAMIE PROJECT MANUAL FOR IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II Mayor David A Paulekas Joe Shumway Bryan Shuster Klaus Hanson Andrea Summerville Joe Vitale Vicki Henry Jayne Pearce Paul Weaver City Manager: Janine Jordan City Public Works Director: Earl Smith City Utility Manager Cal Van Zee City Streets Manager Shane Johnson City Engineer: Eric Jaap City Attorney: Jason Loos City Clerk: Angie Johnson Engineer of Record: Lynn Hill, PE DOWL 1575 North 4th, Suite 105 P.O. Box C (82073) Laramie, WY 82072 (307) 742-3816 Date: April 2016

BID DOCUMENTSADVERTISEMENT TO BID AB-1 - AB-2INSTRUCTIONS TO BIDDERS IB-1 - IB-8QUALIFICATION FORM QF-1 - QF-2SUBCONTRACTOR & SUPPLIER LIST SSL-1BID FORM BF-1 - BF-7BID BOND BB-1 - BB-2FEDERAL PROVISIONS FP-1

CERTIFICATION REGARDING DEBARMENT, SUSPENSION DEBAR-1 - DEBAR-2-MATERIALS AND BUY AMERICA CERTIFICATION BA-1DISADVANTAGED BUSINESS ENTERPRISE BIDDER GOOD DIS-1

CONTRACT DOCUMENTSNOTICE OF AWARD NA-1SUBMITTALS REQUIRED FROM CONTRACTOR SUB-1 - SUB-3CONSTRUCTION CONTRACT CC-1 - CC-11PERFORMANCE/PAYMENT BONDS PB-1 - PB-4INTEREST BEARING DEPOSIT AGREEMENT IBDA-1 - IBDA-5APPLICATION & CERTIFICATION OF PAYMENT AP-1 - AP-4NOTICE TO PROCEED NP-1CERTIFICATE OF SUBSTANTIAL COMPLETION CSC-1 - CSC-2CERTIFICATE OF FINAL COMPLETION CFC-1 - CFC-2CONTRACTOR'S AFFIDAVIT OF PAYMENT AFF-1

ADDENDA & MODIFICATIONSADDENDA A-1WORK CHANGE DIRECTIVE WCD-1 - WCD-2CHANGE ORDER CO-1 - CO-2FIELD ORDER FO-1 - FO-2

CONDITIONS OF CONTRACTGENERAL CONDITIONS GC-1STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT 00700-0 - 00700-40SUPPLEMENTARY CONDITIONS SC-1 - SC-13

SPECIFICATIONSSPECIFICATIONS S-1SUPPLEMENTARY SPECIFICATIONS SS-1 - SS-2

PROJECT COORDINATION SS01041REFERENCES SS01090SUBMITTALS SS01340PARTNERING SS01442TEMPORARY FACILITIES SS01505

IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II

TABLE OF CONTENTS

CITY OF LARAMIE

SPECIFICATIONS - ContinuedREMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS SS02050CLEARING AND GRUBBING SS02110AGGREGATES SS02190EXCAVATION AND EMBANKMENT SS02210TRENCH EXCAVATION SS02220TRENCH BACKFILL SS02225BACKFILLING FOR PAVEMENT SS02227AGGREGATE SUB-BASE AND BASE COURSE SS02231RIPRAP SS02273TOPSOIL SS02280WATERING SS02290PORTLAND CEMENT TREATED MIXTURES SS02510ROAD MIX BITUMINOUS PAVEMENTS SS02511PLANT MIX PAVEMENTS SS02512PORTLAND CEMENT CONCRETE PAVEMENT SS02520CONCRETE CURBS AND COMBINED CURBS AND GUTTERS SS02528BITUMINOUS MATERIALS SS02545PRIME COAT SS02550TACK COAT SS02551SEAL COAT SS02552BITUMINOUS SURFACE TREATMENT SS02553ADJUSTING STREET FIXTURES SS02570FIRE HYDRANTS SS02645WATER DISTRIBUTION AND TRANSMISSION SYSTEMS SS02665HYDROSTATIC TESTING SS02670DISINFECTION SS02675SANITARY SEWER SYSTEMS SS02700STORM DRAINS AND CULVERTS SS02725CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS,VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION SS02776RELOCATE STREET SIGNS, UTILITY POLES AND MAILBOXES SS02805ENGINEERING FABRIC SS02895LANDSCAPING SS02900UNIT PAVERS SS02915CONCRETE REINFORCEMENT SS03200PORTLAND CEMENT CONCRETE SS03304CONCRETE WORK SS03310CONCRETE FINISHING SS03345CONCRETE CURING SS03370PRE-CAST CONCRETE UNTS SS03480GROUT SS03600CHAIN LINK FENCING SS09080

SPECIAL PROVISIONSSPECIAL PROVISIONS SP-1 - SP-9SPECIAL PROVISIONS: PRE-FABRICATED STEEL BRIDGE

AND CONCRETE FOUNDATION P-1 - P-15

DIVISION TWENTY EIGHTPLAYGROUND EQUIPMENT 02861

DIVISION TWENTY NINESEEDING 02910FINE GRADING AND SOIL PREPARATION 02920SITE FURNISHINGS 02960LANDSCAPE MAINTENANCE 02970

BID DOCUMENTS

AB-1

ADVERTISEMENT TO BID Notice is hereby given that the City of Laramie, Wyoming will receive sealed bids for the furnishing of all labor, materials, tools, appliances, transportation, and services necessary for:

The Imperial Heights Park Development Phase I and II includes all work necessary for the installation of concrete sidewalk, 70’ prefabricated steel pedestrian walking bridge and abutments, area grading, Playground Equipment furnishing and installation, playground drainage system, playground surfacing, and restorative landscaping for a new park.

as called for in the Project Manual for the IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II project at the Office of the City Clerk, City Hall, 406 Ivinson Street, P.O. Box C, Laramie, Wyoming 82073 until 1:00 P.M. Local Time, on the 10th day of May, 2016, at which time the bids will be publicly opened and read aloud. All bids must be furnished on forms supplied by the City of Laramie. Sealed envelopes containing bids shall be clearly marked with the project title and shall show the name and address of the Bidder. Bids which are not prepared and filed in accordance with the Instructions to Bidders may be rejected. The City reserves the right to reject any and all bids and the right to waive irregularities in bids received. Each bid must be accompanied by a bid bond with sufficient surety, or a certified check or cashier's check, or bank draft on a reputable bank, for not less than five percent (5%) of the total amount of such bid, payable to, and to be forfeited to, the City of Laramie as liquidated damages if bidder fails to enter into contract within thirty (30) days after award to him, or fails, at the time of executing the agreement, to furnish a performance bond and a payment bond each in the amount of one hundred percent (100%) of the bid. Facsimile (fax) or other copies of bonds are not acceptable, nor are certified or cashier's checks which have an expiration date of less than one year. NO BID WILL BE CONSIDERED IF NOT ACCOMPANIED BY SUCH BOND, CERTIFIED OR CASHIER'S CHECK OR BANK DRAFT, OR IF NOT IN CONFORMANCE WITH THE PROVISIONS OF SECTION 15-1-113, W.S. 1977. A complete set of the Project Manual and Plans may be downloaded after the 18th day of April, 2016, via the City website http://www.cityoflaramie.com/projects/, which will lead to a QuestCDN website, which the bidder must login and pay a fee of twenty dollars ($20). This login and deposit will ensure that the plan holders are identified and supplied the possible addendum and notices associated with the project. In addition to the QuestCDN website access listed above, a paper copy of the Project Manual and Plans is available at DOWL, 1575 North 4th, Suite 105, Laramie, WY 82072 (issuing office) upon an additional fee of fifty dollars ($50) for each set of documents. A pre-bid conference shall be held at 10:00 A.M. on the 27th day of April, 2016, at the Laramie Recreation Center, at 920 Boulder Drive, Laramie, WY 82070, at which attendance by Prime Bidders is mandatory. Bids submitted by Bidders not attending the pre-bid conference will be rejected. The City of Laramie seeks to integrate energy efficiency practices into all aspects of day-to-day operations, from capital construction specifications to staff behaviors, to ensure economic and environmental sustainability. The City encourages bidder submissions that 1) enhance the efficiency of City projects and ongoing operations, and/or 2) consider all energy types, including traditional and renewable sources. CITY OF LARAMIE, WYOMING

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(SEAL) By__________________________________________ Attest: Janine Jordan, City Manager ______________________________ Angie Johnson, City Clerk Publication Dates: April 18, April 25, 2016

IB-1

INSTRUCTIONS TO BIDDERS

IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II PROJECT IB-1. DEFINED TERMS. Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (EJCDC C-700) (2002 Edition) have meanings assigned to them in the General Conditions.

1.1. Engineer--the Engineer of Record for this Project. 1.2. Issuing Office--the office from which the Bidding Documents are to be issued and where

the bidding procedures are to be administered, as shown in the Advertisement to Bid.

1.3. Owner--City of Laramie, Wyoming. 1.4. Successful Bidder--the lowest, responsible, qualified, and responsive Bidder, as

determined by the Owner in its sole discretion, to whom Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award.

IB-2. COPIES OF CONTRACT DOCUMENTS.

2.1. The Advertisement to Bid provides information on obtaining both electronic copies of the Contract Documents as well as paper copies of the Contract Documents. The Advertisement to Bid also provides information as to specific fees or deposits, and states if they are non-refundable or refundable. If it is stated that a deposit may be refunded, the document holder of record must request the refund and return the complete set of Contract Documents in good condition within fifteen (15) days after opening of Bids.

2.2. Complete sets of Contract Documents shall be used in preparing Bids; neither Owner nor

Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents.

2.3. Owner and Engineer in making copies of Contract Documents available on the above terms

do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use.

IB-3. QUALIFICATIONS OF BIDDERS.

3.1. The Bidder shall submit, with the Bid, the Qualification Form furnished herein completely filled out, and evidence of Bidder's status to be considered as a Wyoming resident contractor.

3.2. To demonstrate qualifications to perform the Work, each Bidder must be prepared to

submit within five (5) days of Engineer's request, detailed written statement of evidence such as financial data, a summary of previous experience, present commitments and other such data as may be called for by Engineer. In addition, it shall be necessary for the contractor to provide a complete list of resources that includes equipment, material, and personnel that will be committed to the specified project. In the event such resources are

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shared between projects, the contractor shall demonstrate and verify that adequate resources will be dedicated to provide continuous progress that meets the project schedule as submitted. If subsequent projects (commitments made after bid award) share resources committed to this specified project, an updated list of resources shall be submitted.

3.3. If liquidated damages have been assessed against the contractor by the City of Laramie,

the City may exclude the contractor from being considered for selection of a subsequent project for a period of one year from the date of the final payment is made on the project for which the liquidated damages were assessed.

IB-4. EXAMINATION OF CONTRACT DOCUMENTS AND SITE.

4.1. It is the responsibility of each Bidder before submitting a Bid to: (a) examine the Contract Documents and other related data identified in the Contract Documents, including "technical data", thoroughly; (b) visit the site to familiarize himself as to the general, local and site conditions that may in any manner affect cost, progress, performance or furnishing the Work; (c) consider and understand federal, state, and local Laws, Ordinances, Codes, Rules and Regulations that may in any manner affect cost, progress, performance or furnishing the Work; (d) study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and (e) promptly notify Engineer of all conflicts, errors, ambiguities, omissions or discrepancies which Bidder has discovered in or between the Contract Documents and other related data.

4.2. Reference is made to Articles 4.02, 4.03 and 4.04 of the General Conditions and Articles

4.02 A. and 4.02 B of the Supplementary Conditions for identification of subsurface and physical conditions and physical conditions with respect to underground facilities.

4.3. Information and data reflected in the Contract Documents with respect to existing

Underground Facilities at, or contiguous to, the site is based on information provided by Owner and Engineer and by owners of franchised utilities at or contiguous to the site and are approximate only and Owner does not assume responsibility for the accuracy or completeness thereof.

4.4. Before submitting a Bid each Bidder may, 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 of furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences or procedures of construction to be employed by Bidder and safety precautions and programs incident thereto or which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and other terms and conditions of the Contract Documents. Bidder's subsurface examinations, investigations or explorations will be performed at Owner's direction.

4.5. On request of Bidder, Owner may provide each Bidder access to the site to conduct such

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

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4.6. Reference is made to the Special Provisions for the identification of the general nature of work that is to be performed at the site by Owner or others that relates to or affects the Work for which a Bid is to be submitted. On request, Owner will provide to each Bidder for examination, access to or copies of Contract Documents for such Work.

4.7. The submission of a Bid will constitute an incontrovertible 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 applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, that Bidder has given Engineer written notice of all conflicts, errors, ambiguities and discrepancies that Bidder has discovered in the Contract Documents and the written opinions thereof by Engineer are acceptable to Bidder, 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.

4.8. The provisions of §4.1 through 4.8, inclusive, do not apply to Asbestos, Polychlorinated

biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Article 4.06 G. of the General Conditions.

IB-5. AVAILABILITY OF LANDS FOR WORK. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. IB-6. INTERPRETATIONS AND ADDENDA.

6.1. All questions about the meaning or intent of the Contract Documents are to be directed to Engineer. Interpretation or clarifications considered necessary by Engineer in response to such questions will be issued only by Addenda mailed or delivered to all parties recorded by Engineer as having received the Contract Documents. Questions received less than six (6) days prior to the date for opening of the Bids may not be answered. Only answers by formal written Addenda will be binding. Oral and other interpretations or clarifications are not binding and will be without legal effect.

6.2. Addenda may also be issued to modify the Contract Documents as deemed advisable by

Owner or Engineer. IB-7. BID SECURITY.

7.1. Each Bid must be accompanied by Bid security made payable to Owner in an amount of five percent (5%) of Bidder's maximum Bid price and in the form of a certified or cashier's check or a Bid Bond issued by a surety meeting the requirements of Article 5.01 of the General Conditions. Bid Bonds, certified or cashier's checks having an expiration date of less than one year are not acceptable.

IB-4

7.2. The Bid Security of the Successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security and met the other conditions of the Notice of Award, whereupon the Bid Security will be returned. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within thirty (30) days of the Notice of Award, Owner may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The bid security of other Bidders whom Owner believes to have a reasonable chance of receiving the Award may be retained by Owner until the earlier of the seventh (7) day after the Effective Date of the Agreement or the thirty-first (31) day after the Bid opening, whereupon Bid security furnished by such Bidders will be returned.

IB-8. SUBSTITUTE MATERIAL AND EQUIPMENT. The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications 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. The procedure for submittal of any such application by Contractor and consideration by Engineer is set forth in Articles 6.05 A., 6.05 B. and 6.05 C. of the General Conditions which may be supplemented in the Special Provisions. IB-9. SUBCONTRACTORS, SUPPLIERS AND OTHERS.

9.1. If the Special Provisions require the identity of certain Subcontractors, Suppliers and other persons and organizations (including those who are to furnish the principal items of material and equipment) to be submitted to Owner in advance of a specified date prior to the Effective Date of the Agreement, apparent Successful Bidder and any other Bidder so requested, shall within five (5) days after Bid opening submit to Owner a list of such Subcontractors, Suppliers and other persons and organizations proposed for those portions of the Work for which identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, person and organization if requested by Owner.

9.2. If, after due investigation, Owner has reasonable objection to any proposed Subcontractor,

Supplier, other person or organization, Owner may, before the Notice of Award is given, request the apparent Successful Bidder to submit an acceptable substitute. The apparent Successful Bidder shall submit an acceptable substitute. That Bidder's Bid price will be increased (or decreased) by the difference in cost occasioned by the substitution. Owner may consider the price adjustment in evaluating Bids and making the contract award. If apparent Successful Bidder declines to make any such substitution, Owner may award the contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers and other persons and organizations. The declining to make requested substitutions will not constitute grounds for sacrificing the Bid security of any Bidder. Any Subcontractor, Supplier, other person or organization listed and to whom Owner or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.06 B. of the General Conditions.

IB-5

9.3. Contractor shall not be required to employ any Subcontractor against whom he has reasonable objection. The use of Subcontractors listed by the Bidder and accepted by Owner prior to the Notice of Award will be required in the performance of the Work.

9.4. Bidder shall not award Work to any Subcontractor or Subcontractors in excess of 50% of

the total Bid price without prior written approval of Owner. In the event Bidder intends to subcontract Work in excess of 50%, the identity of the Subcontractor must accompany the Bid.

IB-10. BID FORM.

10.1. Bids shall be made upon the form furnished herein, or copies thereof, with all items properly filled out, unless specific directions in the Advertisement to Bid or on the Bid Form allow for partial bids. When quotations on all items are not required, bidders shall insert the words "no bid" where appropriate.

10.2. Bid Forms must be completed in ink or typed and Bid prices shall be stated in words and

numerals. A separate unbound copy of the Bid Form has been provided with the Project Manual for submission with the Bid.

10.3. No alterations in Bids, or in the printed forms therefor, by erasures, interpolations, or

otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, Owner may require the Bidder to identify any alteration so initialed.

10.4. Bids by corporations must be executed in the corporate name by the president or a vice-

president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The State of Incorporation shall be shown below the corporate name.

10.5. Bids by partnerships must be executed in the partnership name and signed by a partner.

His title must appear under his signature and the official address of the partnership must be shown below the signature.

10.6. Bids by joint ventures shall be signed by each participant in the joint venture or by an

authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form.

10.7. All names must be typed or printed in black ink below the signature.

10.8. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of

which must be filled in on the Bid Form.

10.9. The address and telephone number for communications regarding the Bid must be shown. IB-11. SUBMISSION OF BIDS.

11.1. All bids must be sealed, addressed to and deposited with the City Clerk, City Hall, Laramie, Wyoming, on or before the day and hour set for opening of bids in the

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Advertisement to Bid. Envelopes containing bids must be clearly marked on the outside with the name of the Project as shown on the Contract Documents and shall show the name and address of the Bidder. Bids received after the time so indicated shall be returned unopened.

11.2. Oral, telephonic, telegraphic or facsimile (fax) Bids are invalid and will not receive consideration.

IB-12. MODIFICATION AND WITHDRAWAL OF BIDS.

12.1. Bids may be modified or withdrawn by a duly executed written notice to Owner, in the same manner that a Bid must be executed, and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids.

12.2. If, within twenty-four (24) hours after Bids are opened, any Bidder files a duly signed,

written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that Bidder will be disqualified from further bidding on the Work to be provided under the Contract Documents.

IB-13. OPENING OF BIDS. Bids will be opened and, unless obviously non-responsive, read aloud publicly as indicated in the Advertisement to Bid. Upon request, the amounts of the base Bids and major alternates, if any, will be made available after the opening of Bids. IB-14. BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain subject to acceptance for thirty (30) days after the day of the Bid opening, but Owner may, in its sole discretion, release any Bid and return the Bid Security prior to that date. IB-15. AWARD OF CONTRACT.

15.1. Owner reserves the right to reject any and all Bids, including without limitation the rights to reject any or all nonconforming, non-responsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project or is not in the public interest to make award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner. Owner reserves the right to waive irregularities in Bids received and the right to negotiate contract terms with the Successful Bidder. Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. Owner may reject all Bids if Owner determines that it is in the public interest to do so.

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15.2. In evaluating Bids, Owner will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award.

15.3. Owner may consider the qualifications and experience of Subcontractors, Suppliers, and

other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted upon written request by Owner. Owner also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data are required, upon written request by Owner, to be submitted prior to the Notice of Award.

15.4. Owner may conduct such investigations as Owner deems necessary to assist in the

evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors and other persons and organizations to do the Work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time.

15.5. If the contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation

by Owner indicates to Owner that the award will be in the best interest of the Project, and in accordance with applicable law.

15.6. If the contract is to be awarded, Owner will give the Successful Bidder a Notice of Award

within thirty (30) days after the day of the Bid opening. IB-16. PRE-BID CONFERENCE. A pre-bid conference may be held prior to the Bid opening as indicated in the Advertisement to Bid, and if it is to be held it will be at the time and place indicated in the Advertisement to Bid. The provision for Bidders to attend the pre-bid conference, if mandatory, is set forth in the Advertisement to Bid. IB-17. STATUTORY REQUIREMENTS.

17.1. By Wyoming law, any contract awarded by the City is void if the City Council fails to appropriate funds for completion of the Project. Should Council decide not to fund the Project, Bidders are not entitled to compensation for their efforts and the apparently Successful Bidder will not have a claim for labor, materials, or otherwise.

17.2. The Successful Bidder will be required to furnish to the Owner proof of qualification with

the Department of Employment, Employment Resources Division in compliance with W.S. §§ 27-3-502 (f) within thirty (30) days of receipt of Notice of Award to him.

17.3. The Successful Bidder will be required to furnish to the Owner proof of Certification by

Wyoming Workers' Safety and Compensation Division within thirty (30) days of receipt of Notice of Award to him.

17.4. The Successful Bidder will, within thirty (30) days of receipt of Notice of Award to him,

designate an acceptable depository for retainment pursuant to W.S. §§ 16-6-704. Form for agreement with depository shall be furnished by Owner.

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IB-18. PRECONSTRUCTION CONFERENCE. The Owner, Engineer and others as appropriate shall hold a conference with the Contractor prior to the start of the Work as set forth by Article 2 of the General Conditions. IB-19. BASIS OF PAYMENT. The basis of payment will be actual quantities of work or materials furnished and accepted as set forth in the Bid Form. If upon completion of the Project, the actual quantities show either increase or decrease from the quantities shown in the Proposal, the unit prices submitted in the Proposal shall still prevail, except as provided by Section SC-11 of the Supplementary Conditions. IB-20. SALES TAX. The Owner’s exemption for sales tax does not pass on to Contractors. See Wyoming Department of Revenue Rules and Regulations Chapter 2, Section 12, particularly paragraph (f).

QF-1

QUALIFICATION FORM IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II To be submitted with the Bid Form. The word "it", used herein by way of reference to the undersigned shall be deemed to mean "he/she" if an individual and "they" if a partnership. 1. It maintains a principal place of business at: (Street Address) (City) (State) (Mailing Address, if different than Street Address) 2. It proposes to supply the following detailed scope of work:

a. Field Labor:

b. Material:

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3. It has had the following experience on other similar work that has been completed (indicate type of job, and names and telephone numbers of references):

4. It has the following or the current work under contract (indicate type of job, names of references, estimated completion date, and approximate percentage completion):

5. It hereby represents and warrants that all statements set forth herein are true and correct. (If the Supplier is a partnership, the partnership name must be signed, followed by the signature of at least one of the partners. If the Supplier is a corporation, the corporate name must be signed, followed by the signature of a duly authorized officer and the corporate seal affixed. A typewritten copy of all names and signatures shall be appended. No alterations, erasures or interlineations will be permitted).

(Official Seal) Name of Bidder Date Signature Title Date Signature Title

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SUBCONTRACTOR & SUPPLIER LIST

IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II

NAME OF SUBCONTRACTOR: PRIMARY CONTACT:

ADDRESS:

CITY: STATE: ZIP CODE:

PHONE : FAX: ESTIMATED % OF WORK TO BE COMPLETED:

CELL: E-MAIL:

NAME OF SUBCONTRACTOR: PRIMARY CONTACT:

ADDRESS:

CITY: STATE: ZIP CODE:

PHONE : FAX: ESTIMATED % OF WORK TO BE COMPLETED:

CELL: E-MAIL:

NAME OF SUBCONTRACTOR: PRIMARY CONTACT:

ADDRESS:

CITY: STATE: ZIP CODE:

PHONE : FAX: ESTIMATED % OF WORK TO BE COMPLETED:

CELL: E-MAIL:

NAME OF SUPPLIER:

ADDRESS:

MATERIALS TO BE SUPPLIED

CITY/STATE/ZIP:

PHONE :

NAME OF SUPPLIER:

ADDRESS:

MATERIALS TO BE SUPPLIED

CITY/STATE/ZIP:

PHONE :

NAME OF SUPPLIER:

ADDRESS:

MATERIALS TO BE SUPPLIED

CITY/STATE/ZIP:

PHONE :

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BID FORM IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II

THIS BID IS SUBMITTED TO: The Mayor and City Council City of Laramie c/o City Clerk 406 Ivinson Street P.O. Box C Laramie, Wyoming 82073 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all the Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Advertisement to Bid and Instructions to Bidders, including without limitation those dealing with the deposit of Bid security. This Bid will remain subject to acceptance for thirty (30) days after the day of Bid opening. Bidder will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the Contract Documents within thirty (30) days after the date of Owner's Notice of Award. 3. In submitting this Bid, Bidder represents, as more fully set forth in the Agreement, that: (a) Bidder has examined and carefully studied the Contract Documents and the following Addenda

receipt of all which is hereby acknowledged (List Addenda by Addendum Number and Date):

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

__________________________________________________________________________;

(b) Pursuant to the provisions of Wyoming Statute 16-6-203(a), the City of Laramie requires the use

of Wyoming laborers on the project, except where Wyoming laborers are not available or are not qualified for the specific work.

Bidder does hereby specifically acknowledge the requirements of the provision of the Wyoming

Statute 16-6-203(a) and the requirement contained in this contract. Initial of Bidder________________________________________________________________; (c) Bidder has visited the site and become familiar with and is satisfied as to the general, local and

site conditions which may affect cost, progress, performance and furnishing of the Work; (d) Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations

which may affect cost, progress, performance and furnishing of the Work;

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(e) Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Special Provisions as provided in paragraph 4.02 A. of the General Conditions. Bidder accepts the determination as set forth in the Special Provisions to the extent of the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions.

(f) Bidder is aware of the general nature of Work to be performed by Owner and others at the site

that relates to Work for which this Bid is submitted as indicated in the Contract Documents; (g) Bidder has correlated the information known to Bidder, information and observations obtained

from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies, and data, with the Contract Documents;

(h) Bidder has given Engineer written notice of all conflicts, errors, ambiguities or discrepancies

which Bidder has discovered in the Contract Documents. The written resolution thereof by Engineer is acceptable to Bidder. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted;

(i) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm

or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

4. BIDDER will complete the Work in accordance with the Contract Documents for the following Bid Prices in the attached BID SCHEDULE. In addition, the attached Base Bid Schedule of Values shall be submitted with the Bid for the intended use of determining payment amounts to the Contractor during construction.

BF-3

IMPERIAL HEIGHTS PARK BID SCHEDULE

ITEM DESCRIPTION UNIT BID AMOUNT (FIGURES)

BB Base Bid LS

AA-1 Add Alternate Bid No. 1 Play structure with slides, net, climber and bridge

LS

AA-2 Add Alternate Bid No. 2 Freestanding Climber

LS

AA-3 Add Alternate Bid No. 3 8’ Belt Swings

LS

AA-4 Add Alternate Bid No. 4 Rock Venture Rope Climbing

LS

AA-5 Add Alternate Bid No. 5 Log Tunnel

LS

AA-6 Add Alternate Bid No. 6 Site Benches (2)

LS

AA-7 Add Alternate Bid No. 7 Trash Receptacle (2)

LS

AA-8 Add Alternate Bid No. 8 Picnic Tables (4)

LS

AA-9

Add Alternate Bid No. 9 Boulders

LS

Bidder acknowledges that quantities are not guaranteed and final payment will be based on actual quantities determined as provided by the Contract Documents. Bidder understands that the City may award the Base Bid alone, or Base Bid with any combination of Schedules and Alternate items under any Schedule.

BF-4

IMPERIAL HEIGHTS PARK BASE BID SCHEDULE OF VALUES

ITEM UNIT AMOUNT

Mobilization and Contract Requirements LS

Materials Testing LS

Bridge LS

Abutments LS Install Concrete Flat Work/Placement of Base and Sub-Base for Beneath Flatwork LS

Concrete Curb Wall LS

Drain Pipe LS

Engineered Wood Fiber with Fabric LS

Play Structure with Slides LS

8’ Swings with Belt and Tot Seats LS

Bear Cub Rock Climber LS

Ice Cream Social Play Panels LS

Boulders LS

Install ADA Ramp LS

Temporary Traffic Control LS

Site Grading LS

Remove/Install Concrete Curb & Gutter LS

Reclamation LS

BF-5

************************************************************************************ 5. BIDDER agrees that the Work shall commence within 7 days following issuance of Notice to Proceed and will be substantially completed and ready for final payment in accordance with paragraph 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. 7. The following documents are attached to and made a condition of this Bid: (a) Required Bid Security in the form of _____________________________; (b) A tabulation of Subcontractors, Suppliers and other persons and organizations required to be

identified and defined in the Supplementary Conditions; (c) Required Bidder's Qualification Form; (d) Proof of Bidder's status as Wyoming Resident Contractor, if applicable. (e) Bid and Base Bid Schedule of Values 8. Communications to Bidder concerning the Bid shall be addressed to the address of the Bidder indicated below. 9. Communications to Owner concerning the Bid shall be addressed to: Todd Feezer; City of Laramie, Parks Division; P.O. Box C; Laramie, WY 82073; Telephone: (307)

721-5264. 10. Terms used in this Bid which are defined in the General Conditions or Instructions to Bidders will have the meanings indicated in the General Conditions or Instructions to Bidders. City of Laramie, Wyoming BY ______________________________________ Janine Jordan, City Manager 11. SUBMITTED on this _______ day of ________________, 20___. 12. Bid Form must be signed in the appropriate manner in the space provided to follow.

BF-6

If Bidder is An Individual: By _____________________________________________________________________________ (Signature) By _____________________________________________________________________________ (Individual's Name) doing business as _________________________________________________________________ Business address: _________________________________________________________________ _________________________________________________________________ Phone No.: ________________________________________

If Bidder is A Partnership: By ______________________________________________________________________ (SEAL) (Firm Name) ________________________________________________________________________________ (General Partner Signature) ________________________________________________________________________________ (General Partner Printed Name) Business Address _________________________________________________________________ _________________________________________________________________ Phone No.: ________________________________________ If Bidder is A Joint Venture: By ______________________________________________________________________ (SEAL) (Signature) By ______________________________________________________________________ (SEAL) (Printed Name) ________________________________________________________________________________ (Address) By ______________________________________________________________________ (SEAL) (Name) ________________________________________________________________________________ (Address) (Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated above).

BF-7

If Bidder is A Corporation: By ______________________________________________________________________ (SEAL) (Corporation Name) ________________________________________________________________________________ (State of Incorporation)

By ______________________________________________________________________ (SEAL) (Signature of Person Authorized to Sign) By ______________________________________________________________________ (SEAL) (Name of Person Authorized to Sign) ________________________________________________________________________________ (Title) (Corporate Seal) Attest ___________________________________________________________________________ (Secretary) Business Address _________________________________________________________________ _________________________________________________________________ Phone No.: ________________________________________ 13. Phone Number and Address for receipt of official communications:

Address: ________________________________________________________________________

________________________________________________________________________

Telephone: ________________________________________

BB-1

Liquidated Damages BID BOND BIDDER (Name and Address): _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ SURETY (Name and Address of Principal Place of Business): _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ OWNER (Name and Address): _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ BID BID DUE DATE:__________________________________________________________________ PROJECT: (Brief Description Including Location):

______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ BOND BOND NUMBER: ______________________________________________________________ DATE (Not later than Bid Due Date): ______________________________________________ PENAL SUM: _________________________________________________________________ IN WITNESS WHEREOF, Surety and Bidder, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative. BIDDER SURETY ______________________________ (Seal) ______________________________ (Seal) Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: ___________________________________ By: __________________________________ Signature and Title Signature and Title (Attach Power of Attorney) Attest: _______________________________ Attest: ________________________________ Signature and Title Signature and Title Note: (1) Above addresses are to be used for giving required notice. (2) Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where

applicable. COL: E-BB: 01/08/97

BB-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 liquidated damages set forth on the face of this Bond. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract 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 the Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract 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 and 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 time for issuing notice of award including extensions shall not in the aggregate exceed 120 days from 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 Bid Due Date. 7. Any suit or action under this Bond shall be commenced on in a court of competent jurisdiction located in the state of Wyoming. 8. Notice 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 the Bond conflicts with any applicable provision of 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. 12. Bidder and Surety understand and agree that this Bond is intended to provide Owner with liquidated damages as required by W.S. §15-1-113(f) if Bidder defaults.

COL: E-BB: 01/08/97

FP - 1

FEDERAL PROVISIONS

Suspension and Debarment, Voluntary Exclusion By signing the bidding documents, and contract, the Bidder certifies that they are not

suspended, debarred, or voluntarily excluded from Federal financial or non-financial assistance, nor are any of the sub-contractors or material suppliers. The contractor will notify the City of Laramie by certified mail should the contractor or any of its subs become debarred, suspended, or voluntarily excluded during the term of the Contract.

This form is located herein of this Project Manual. Buy America Provisions: Buy America requires the use of American steel and iron product, when specified. For

more information regarding federal Buy America Provisions, please refer to http://onlinepubs.trb.org/onlinepubs/tcrp/tcrp_lrd_17.pdf. Contractors are required to complete the Materials and Buy America Certification located herein this Project Manual.

Disadvantaged Business Enterprise: There is a zero percent (0%) DBE goal for this project. However, contractors are

required to complete the DBE form located herein of this Project Manual NOTE: Davis-Bacon Wage Rates DO NOT APPLY to this grant funding per Tracy

Williams, Grants Specialist: State Parks, Historic Sites and Trails.

DEBAR - 1

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION -- LOWER TIER COVERED TRANSACTIONS Instructions for Certification 1. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below. 2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 3. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. 4. The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. 5. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. 6. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. 7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, ineligible, or voluntarily excluded from covered transactions, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the List of Parties Excluded from Federal Procurement and Nonprocurement Programs. 8. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

DEBAR - 2

9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Lower Tier Covered Transactions (1) The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. (2) Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. ____________________________________________________________________________ Organization Name ____________________________________________________________________________Name and Title of Authorized Representative ____________________________________________________________________________ Signature Date

BA- 1

MATERIALS AND BUY AMERICA CERTIFICATION

The undersigned, hereinafter referred to as Bidder, hereby proposes to furnish all materials except materials furnished by City of Laramie including: machinery, tools, equipment, and supplies, and perform all labor necessary to complete the work described in the bid or proposal. City of Laramie shall not require nor provide a price differential for materials produced within the State of Wyoming. The bid and resulting contract shall not discriminate against the use of articles or materials shipped from or prepared, made or produced in any state, territory or possession of the United States.

FOR ALL RTP PROJECTS THE BIDDER CERTIFIES:

BUY AMERICA REQUIREMENTS The project either: (check those that apply to the project) ( ) Includes no permanently incorporated steel or iron materials, or ( ) For steel or iron materials incorporated into the project, all manufacturing processes, including the

application of a coating, for these materials must occur in the United States. Coating includes all processes which protect or enhance the value of the material to which the coating is applied.

Signature: ___________________________________________ Date: ____________________________________________

DIS - 1

DISADVANTAGED BUSINESS ENTERPRISE BIDDER GOOD FAITH EFFORT DOCUMENTATION

This form and/or other good faith effort documentations must be submitted with the Bid. Include additional sheets if necessary.

Project Name:

If contractor intends to complete all the work, and to hire no subcontractors, check this box.

1. DBE Company Name: ____________________________________ MBE: _____ WBE: _____

Date of Contact: ________________________ Phone Number: _______________________

Contact Name: _______________________________________________________________

Type of Work: ________________________________________________________________

If bidder proposes to use this DBE, what is the approx. subcontract amount $ _____________

If bidder does not propose to use this company, state reason: __________________________

____________________________________________________________________________

2. DBE Company Name: ____________________________________ MBE: _____ WBE: _____

Date of Contact: ________________________ Phone Number: _______________________

Contact Name: _______________________________________________________________

Type of Work: ________________________________________________________________

If bidder proposes to use this DBE, what is the approx. subcontract amount $ _____________

If bidder does not propose to use this company, state reason: __________________________

____________________________________________________________________________

3. DBE Company Name: ____________________________________ MBE: _____ WBE: _____

Date of Contact: ________________________ Phone Number: _______________________

Contact Name: _______________________________________________________________

Type of Work: ________________________________________________________________

If bidder proposes to use this DBE, what is the approx. subcontract amount $ _____________

If bidder does not propose to use this company, state reason: __________________________

____________________________________________________________________________

CONTRACT DOCUMENTS

NA-1

[Notice of Award; rev 11.13.13] [[ Date ]] [[ Officer ]] [[ Contractor Name ]] [[ Address ]] [[ Address ]] RE: NOTICE OF AWARD IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II Dear [[ Officer ]]: You are hereby notified that your Bid dated [[ DATE OF BID ]] for the above noted Project has been considered. The contract for the above referenced project has been approved by City Council on [[date of council approval]]. This notice shall be construed as Award of Contract for a total contract price of [[ contract price in dollars and cents in words ]] ($ number). [[If multiple bid schedule or bid alternatives are involved, consider listing those]] A completed copy of the fully executed contract will be returned to you and upon completion, processing and approval of the required submittals your Bid Security will be returned and a Notice to Proceed will be issued. As a reminder, you have thirty (30) days from receipt of this Notice to furnish the required submittals called for in the Contract Documents. [[ and outlined on the attached list of submittals required for this Contract ]]. [[ May choose to list other conditions precedent to Agreement ]]. Please be advised that failure to provide the required submittals within the time specified may result in annulment of the Notice and forfeiture of your Bid Security. Please contact [[[ Contact Person and Department ]]] regarding details for executing and submitting the proper documents. We appreciate your interest in bidding and look forward to working with you. Sincerely, [[[ Project Manager ]]] [[[ Title ]]] Attachments: [[[ Construction Contract ]]]

[[[ Submittal List (completed) ]]] [[[ Contractor’s Interest Bearing Deposit Agreement ]]] cc: [[ Appropriate Department Head(s) ]] [[ Appropriate Division Manager(s) ]] Sue Morris-Jones, MMC, City Clerk

SUB-1

SUBMITTALS REQUIRED FROM CONTRACTOR

IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II

BID PHASE Will be Requested Requested Not at this time at later date Required

Required Bid Form and Bid Security in the form of Bid Bond in the amount of 5% of total bid amount;

Required Bidder’s Qualification Form; Copy of Certificate of Residency, if bidding as a Wyoming Resident

Contractor; A tabulation of Subcontractors, Suppliers and other persons and

organizations required to be identified and defined in the Supplementary conditions;

Equipment and Personnel hourly rates schedule; Certification Regarding Debarment, Suspension, Ineligibility and

Voluntary Exclusion – Lower Tier Covered Transactions; Documentation of a good faith effort to solicit DBE participation, such as

the Disadvantaged Business Enterprise Bidder Good Faith Effort Documentation form, advertisements, letters, etc;

EPA Form 6100-3 – DBE Program Subcontractor Performance Form(s); EPA Form 6100-4 – DBE Program Subcontractor Utilization Form; Bidders list of all DBE and non-DBE firms that submitted a bid or quote

to Bidder; Other: Other:

SUB-2

CONSTRUCTION PHASE Will be Requested Requested Not at this time at later date Required

Returned one (1) copy of Construction Contract; Contractor's Interest Bearing Deposit Agreement Three (3) originals Performance Bond (COL’s modification of EJCDC

No. C-610 (2002 Edition)) Three (3) originals Payment Bond (COL’s modification of EJCDC No. C-

610 (2002 Edition)) Certificates of Insurance -- Insurance Agent to Provide Amounts per

Contract Proof of Qualification with Department of Employment, Employment

Resources Division Proof of Qualification of Workers' Compensation Coverage Project Schedules (may provide at Preconstruction Conference) Shop Drawings Supplier Policies on Returning/Restocking Unused Materials Other: Other:

SUB-3

CLOSE OUT

Will be Requested Requested Not at this time at later date Required

Contractor’s letter requesting final payment; Post Construction Maintenance Plan & Personnel Contact; Consent of Surety for Final Payment; Lien Releases; Insurance Certificate; Warranty Certificates; Operations and Maintenance instructions; Record Drawings Other:___________________________________________________ Other:___________________________________________________

CONSTRUCTION CONTRACTBETWEEN

CITY OF LARAMIE, WYOMINGAND

CONTRACTOR’S FULL NAMEPage 1 of 11

CONSTRUCTION CONTRACTBETWEEN

CITY OF LARAMIE, WYOMINGAND

CONTRACTOR’S FULL NAME

1. Parties. This Contract is entered into this _____ day of _______________, 20___ by andbetween City of Laramie, Wyoming, (hereinafter referred to as “City”), whose address is 406 IvinsonStreet, Laramie, Wyoming 82072, and ______________________________ (hereinafter referred toas “Contractor”), whose address is _________________________, _______________, ___,_______. City and Contractor agree to the terms set forth in this document.

2. Purpose of Contract. Contractor shall provide all labor, supervision, materials, equipment,all incidentals, related items and appurtenances, and performing all operations necessary to completethe The Imperial Heights Park Development Phase I and II includes all work necessary for theinstallation of concrete sidewalk, 70’ prefabricated steel pedestrian walking bridge and abutments,area grading, Playground Equipment furnishing and installation, playground drainage system,playground surfacing, and restorative landscaping for a new park in accordance with theAdvertisement to Bid (hereinafter referred to as “ATB”) documents dated __________ labeled asIMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II which is marked Attachment Aand attached hereto and incorporated herein.

3. Term of Contract.

A. Time of Commencement and Substantial Completion.

(i) The work under this Contract shall commence within seven (7) calendar daysof receipt of Notice to Proceed and will be substantially complete within Sixty (60) calendar daysafter the date when the Contract Time commences to run as provided in paragraph 2.03 of theGeneral Conditions and completed and ready for final payment within seventy (70) calendar daysafter the date when the Contract Time commences to run. In no case shall final completion be laterthan October 13, 2016.

(ii) Performance under this Contract shall not begin prior to the date upon whichthe last required signature is affixed to this Contract or the date of the Contractor's receipt of a Noticeto Proceed, whichever occurs later.

(iii) Permitting the Contractor to continue and finish the work or any part of it afterthe time fixed for its completion, or after the use of additional contract time, will in no way operateas a waiver on the part of City of any of its rights under the Contract.

4. Payment.

A. Contract Sum.

CONSTRUCTION CONTRACTBETWEEN

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CONTRACTOR’S FULL NAMEPage 2 of 11

(i) City agrees to pay Contractor for the services described herein. The totalpayment under this Contract shall not exceed [[ contract price in dollars and cents in words]], ($__________). No payment shall be made for work performed prior to the date upon which thelast required signature is affixed to this Contract or the date of the Contractor's receipt of a Notice toProceed, whichever occurs later.

(ii) Additional Notices to Proceed shall be issued corresponding to any respectiveContract Amendments.

(iii) Pursuant to Wyo. Stat. §16-6-602, City shall pay interest beginning the forty-sixth day at the rate of one and one-half percent (1 ½%) per month on the unpaid balance of theprogress payment until the account is paid in full, unless a good faith dispute exists as to City’sobligation to pay all or a portion of the account.

B. Progress Payments.

(i) Contractor may submit monthly invoices for progress payment. Materialsincluded on each invoice must either be installed or stored on site, additionally, any fees for labormust be performed prior to the submission of the invoice. No advance payment for materials orservices may be requested. So long as the Contractor is satisfactorily progressing in performance ofthis contract, City may make monthly progress payments on the contract sum to the Contractor.Pursuant to Wyo. Stat. §16-6-702, City shall withhold ten percent (10%) of the calculated value ofany work completed until one hundred percent (100%) of the work required by the contract has beenperformed. The withheld percentage of the contract price shall be retained in an account in the nameof the Contractor which has been assigned to City until the contract is completed satisfactorily andfinally accepted. Before the withheld percentage payment is made, City shall determine thatsatisfactory and substantial reasons exist for the payment and shall require written approval from anysurety furnishing bonds for the contract work.

(ii) If it becomes necessary for City to take over the completion of the Contract, allamounts owed the Contractor, including the withheld percentage shall first be applied toward the costof completion of the Contract, as provided in Wyo. Stat. §16-6-703, as amended. Any balanceremaining of the retained percentage after completion by City shall be payable to Contractor orContractor's creditors. The retained percentage which may be due to Contractor shall be due andpayable as prescribed by Wyo. Stat. §16-6-116.

C. Final Payment.

(i) Final payment, constituting the entire unpaid balance of the contract sum, shall be paid byCity to the Contractor when the Contract work has been completed, and the Contract fully performed.The Contractor shall make its request for final payment in writing to City. The Contractor’s requestfor final payment must include the final reconciliation of the return of, and any restocking chargesapplied by the suppliers for any unused materials in storage. City shall determine in writing when the

CONSTRUCTION CONTRACTBETWEEN

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CONTRACTOR’S FULL NAMEPage 3 of 11

Contract work has been completed. Final payment will be made pursuant to Wyo. Stat. §§ 16-6-116and 16-6-117, as amended.

(ii) No final payment will be made until the Contractor files a sworn statement,stating that all claims for material and labor performed under the Contract have been made, and thatno liens or claims for unpaid materials, labor or equipment are outstanding. The sworn statementshall be filed with the appropriate entity, as designated in Wyo. Stat. § 16-6-117. A copy of thesworn statement shall be provided to City.

(ii) If any claim for material and labor is disputed, the sworn statementshall so state and include a copy of any claim or lien and the amount claimed. The amount claimedshall be deducted from the final payment and retained by City until the dispute is resolved, asprovided in Wyo. Stat. § 16-6-117. The parties agree that City may, at its discretion, place thedisputed amount in an interest bearing account. In the event the funds are placed in an interestbearing account, any and all accrued interest shall belong to City.

(iii) No final payment will be made until the Contractor provides awarranty security in the form of a certified or cashier's check or bond issued by a surety meeting therequirements of Article 5.01 of the General Conditions. The certified or cashier's check or bond shallbe in the amount of the 5% of the original contract amount, and shall have an expiration dateconsistent with the final correction or warranty period.

D. Liquidated Damages.

(i) If the Contractor fails to complete the work within the time specified in theContract, or within any authorized extension of time under a change order, Contractor shall pay toCity as liquidated damages, the sum listed in the following table, for each calendar day of delay untilthe work is substantially complete, as approved by City.

Original Contract Amount Liquidated Damagescharge per calendar day

$0.00 to $50,000.00 $500.00$50,000.01 to $100,000.00 $1,000.00$100,000.01 to $500,000.00 $1,500.00$500,000.01 to $1,000,000.00 $2,000.00$1,000,000.00 and greater $3,000.00

(ii) The liquidated damages shall be computed beginning the day following thefirst calendar day specified for completion and shall continue each and every calendar day until allwork under the Contract is substantially complete, as approved by City.

(iii) Liquidated damages will not be charged for any work required to be done bythe Contractor as a result of a final inspection, providing the work is only cleanup or of a minornature and the Contractor has shown constant effort in completing the work, as determined by City.If deferment of the inspection is necessary due to causes which City determines to be beyond the

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CONTRACTOR’S FULL NAMEPage 4 of 11

control of and without the fault or negligence of the Contractor, liquidated damages will not beassessed for that period of time.

(iv) Nothing herein shall be construed to preclude City from the recovery ofdamages for causes other than the delay by the Contractor.

5. Responsibilities of Contractor.

A. The Contractor shall perform all work on the described project as required by theContract documents. The work to be performed includes the labor and services necessary to producesuch replacement, and all materials, supplies, tools, transportation, equipment, and machineryrequired for replacement.

B. This project bid includes all materials, labor and equipment to complete thereconstruction and resurfacing of streets as outlined in the Project Manual for IMPERIAL HEIGHTSPARK DEVELOPMENT PHASE I AND II dated ___________ as outlined in Attachment A.

6. General Provisions.

A. Ownership of Documents/Work Product. All documents, reports, records, fieldnotes, materials, and data of any kind resulting from performance of this Contract are at all times thejoint property of the Contractor and City. Upon termination of the Contract all of the abovedocuments return to the City.

B. Independent Contractor. The Contractor shall function as an independentContractor for the purposes of this Contract, and shall not be considered an employee of the City ofLaramie for any purpose. The Contractor shall assume sole responsibility for any debts or liabilitiesthat may be incurred by the Contractor in fulfilling the terms of this Contract, and shall be solelyresponsible for the payment of all federal, state, and local taxes which may accrue because of thisContract. Nothing in this Contract shall be interpreted as authorizing the Contractor or its agentsand/or employees to act as an agent or representative for or on behalf of City, or to incur anyobligation of any kind on the behalf of City. The Contractor agrees that no health/hospitalizationbenefits, workers’ compensation and/or similar benefits available to City of Laramie employees willinure to the benefit of the Contractor or the Contractor’s agents and/or employees as a result of thisContract.

C. Amendments. Any changes, modifications, revisions or amendments to thisContract which are mutually agreed upon by the parties to this Contract shall be incorporated bywritten instrument, executed and signed by all parties to this Contract.

D. Insurance. The Contractor shall maintain the following insurance:

(i) Comprehensive General Liability. Contractor shall have andmaintain comprehensive general liability insurance coverage during the entire term of the Contract,against claims arising out of bodily injury, death, damage to or destruction of the property of others,

CONSTRUCTION CONTRACTBETWEEN

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CONTRACTOR’S FULL NAMEPage 5 of 11

including loss of use thereof, and including underground, collapse and explosion (XCU) and productsand completed operations in an amount not less than five hundred thousand dollars ($500,000.00)each occurrence and one million dollars ($1,000,000.00) in the general aggregate.

(ii) Workers Compensation or Employers Liability Insurance.Contractor shall provide proof of workers compensation coverage, for all its employees who are towork on the projects described in this Contract. Contractor’s coverage shall be under the WyomingWorkers Safety and Compensation program, if statutorily required, or such other workerscompensation insurance as appropriate. Contractor’s insurance shall include A Stop Gap coverage inan amount not less than Five Hundred Thousand Dollars ($500,000.00) per employee for eachaccident and disease. Contractor shall have also supply proof of workers’ compensation andemployer’s liability insurance on each and every subcontractor before allowing that subcontractor onthe job site.

(iii) Business Automobile Liability. Contractor shall maintain, during the entire term of thecontract, automobile liability insurance in an amount not less than five hundred thousand dollars($500,000.00) per occurrence.

(iv) Coverage. All polices required under this Contract shall be in effect for the duration of thisContract and projects. All policies shall be primary and not contributory. Contractor shall pay thepremiums on all insurance policies and insurance certificates must include a clause stating that theinsurance may not be revoked, cancelled, amended or allowed to lapse until the expiration of at leastthirty (30) days advance written notice to City.

(v) Additional Insured. All insurance policies required by this Contract, except workers’compensation, shall name City as an additional insured, and shall contain a waiver of subrogationagainst City, its agents and employees. Contractor shall provide, upon request a copy of anendorsement providing this coverage.

(vi) City’s Right to Reject. The City reserves the right to reject a certificate of insurance ifContractor’s insurance company is widely regarded in the insurance industry as financially unstable.This would include but is not limited to insurance companies with no less than AVIII rating in theA.M. Best insurance rating guide.

(vii) Subcontractors. The insurance requirements set forth above apply to all subcontractors. Itis Contractor’s responsibility to ensure that its subcontractors meet these insurance requirements.City has the right to review the Certificates of any and all subcontractors used by the Contractor.

(viii) Cancellation. There shall be no cancellation, material change, potential exhaustion ofaggregate limits or intent to not renew insurance coverage without thirty (30) days written noticefrom Contractor or their insurers to City. Any failure to comply with the reporting provision of thisinsurance, except for the potential exhaustion of aggregate limits, shall not affect the coverageprovided to City and its division, officers and employees.

E. Indemnification. The Contractor shall release indemnify, and hold harmless thestate, City, and their officers, agents, employees, successors and assignees from any cause of action,

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or claims or demands arising out of Contractor’s failure to perform any of the Contractor’s duties andobligations under or in connection with the negligent performance of Contractor’s duties orobligations, including but not limited to any claims, law suits, losses or liability arising out ofContractor’s malpractice performance under this Contract.

F. Audit/Access to Records. The Contractor shall, immediately upon receiving writteninstruction from City, provide to any independent auditor, accountant, or accounting firm, all booksdocuments, papers and records of the Contractor which are pertinent to this Contract. The Contractorshall cooperate fully with any such independent auditor, accountant, or accounting firm, during theentire course of any audit authorized by City. There will be no cost for audit expense for City requestto the Contractor.

G. Publicity. Any publicity given to the program or services provided herein, including,but not limited to, notices, information, pamphlets, press releases, research, reports, signs, and similarpublic notices prepared by or for the Contractor, shall identify City as the sponsoring City and shallnot be released without prior written approval from City.

H. Assignment, Transfer and Subcontracting. Neither party shall assign or otherwisetransfer any of the rights or delegate any of the duties set for in this Contract without the prior writtenapproval of the other party. The Contractor shall not use this Contract, or any portion thereof, forcollateral for any financial obligation, without the prior written permission of City. No such writtenapproval shall relieve the Contractor of any obligations of this Contract and any transferee orsubcontractor shall be considered the agent of the Contractor. The Contractor shall remain liable asbetween the original parties to the Contract as if no such assignment had occurred.

I. Compliance With Laws. The Contractor shall keep informed of and comply with allapplicable federal, state and local laws and regulations in the performance of this Contract or anyproperly promulgated rules and regulations related thereto, and Section 504 of the Rehabilitation Actof 1973.

J. Wyoming Product Preference. Unless otherwise provided in the Contract, theContractor shall provide and pay for all labor, materials, equipment, tools, construction equipmentand machinery, water, heat, utilities, transportation, and other facilities and services necessary for theproper execution and completion of work, whether temporary or permanent. The Contractor agreesto provide Wyoming made goods where those goods are comparable in price and quality to thoserequired by this Contract.

K. Termination of Contract. This Contract may be terminated for cause if theContractor or City fails to perform in accordance with the terms and conditions of this Contractfollowing delivery of a written thirty (30) day notice stating the grounds for such default.

L. Applicable Law/Venue. The construction, interpretation and enforcement of thisContract shall be governed by the laws of the State of Wyoming. The courts of the State ofWyoming shall have jurisdiction over this Contract and the parties, and the venue shall be the SecondJudicial District, Albany County, Wyoming.

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M. Nondiscrimination. The Contractor shall comply with Presidential Executive Order 11246entitled, “Equal Employment Opportunity”, as amended by Presidential Executive Order 11375, andas supplemented in the Department of labor Regulations (41 CFR Part 60), the Civil Rights Act of1964, the Americans with Disabilities Act (ADA), 42 U.S.C. 12101, et seq., the Wyoming FairEmployment Practices Act (Wyo. Stat. § 27-9-105 et seq.), the Wyoming Human Rights Act, and theAge Discrimination Act of 1975.

All parties of this Contract agree that all hiring must be done on the basis of merit andqualifications. There may be no discrimination on the basis of race, color, religion, creed, politicalideas, sex, age, marital status, physical or mental disability, or national origin by the person orpersons performing the Contract including, but not limited to, the prevailing wage laws.

N. Entirety of Contract.

(i) The Contract shall consist of this document and its terms and conditions andthe following documents: The Advertisement to Bid, Instructions to Bidders, Bid Form, SignatureSheets, Performance and Payment Bond, General Conditions, Supplementary Conditions,Specifications, Supplementary Specifications, Special Provisions, Notice to Proceed, duly issuedChange Orders, Extra Work Orders and Field Orders, Addenda, and all modifications issued afterexecution of this Contract. The Contract documents are as fully a part of this Contract as if heretoattached or herein repeated. The Contract documents are complementary and what is required by oneshall be as binding as if required by all. The Contractor warrants that it has carefully examined andunderstands all of the Contract documents listed above, prior to starting any work under thisContract. The Contractor has not identified any issues from the above documents or site conditionswhich would prevent accomplishing the entire work as outlined in the Project Manual which ismarked Attachment A and attached hereto and incorporated herein. Modifications include but arenot limited to the following: (1) change orders (2) extra work orders or (3) addenda entered into bythe parties pursuant to the terms of the Contract.

(ii) The Contract does not include prior negotiations or any other documents notspecifically enumerated in the contract documents delineated in subparagraph (A) above.

(iii) This Contract, consisting of eleven (11) pages, along with the documentsexplicitly enumerated in Paragraph 6 (N) above and Attachment A entitled Project Manual forIMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II dated __________, represent theentire and integrated Contract between the parties and supersede all prior negotiations,representations, and agreements, whether written or oral. The Contractor shall report to City anyerror, inconsistency or omission it may discover. City, after consulting with the Contractor, willmake a determination on correction of such error. The Contractor may request a change order, underthe change order provisions of this Contract, in conjunction with any required correction, ifappropriate.

(iv) The terms and language set forth in this Contract have been negotiated by Cityand the Contractor and have not been drafted unilaterally by either party. By executing this Contract,

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the Contractor represents that it has carefully read, studied, compared and examined all contractdocuments, including the specifications, is satisfied with the sufficiency of the contract documents,and shall not, at any time, complain of defects or inaccuracies in such documents, specifications ordrawings.

P. Confidentiality of Information. All documents, data compilations, reports,computer programs, photographs, and any other work provided to or produced by the Contractor inthe performance of this Contract shall be kept confidential by the Contractor unless writtenpermission is granted by City for its release.

Q. Force Majeure. Neither party shall be liable for failure to perform under thisContract if such failure to perform arises out of causes beyond the control and without the fault ornegligence of the non-performing party. Such causes may include, but are not limited to, acts of Godor the public enemy, fires, floods, epidemics, quarantine restrictions, freight embargoes, and usuallysevere weather. This provision shall become effective only if the party failing to performimmediately notifies the other party of the extent and nature of the problem, limits delay inperformance to that required by the event, and takes all reasonable steps to minimize delays. Thisprovision shall not be effective unless the failure to perform is beyond the control and without thefault or negligence of the non-performing party.

R. Kickbacks. The Contractor certifies and warrants that no gratuities, kickbacks orcontingency fees were paid in connection with this contract, nor were any fees, commissions, gifts, orother considerations made contingent upon the award of this Contract. If the Contractor breaches orviolates this warranty, City may, at its discretion, terminate this Contract without liability to City, ordeduct from the contract price or consideration, or otherwise recover, the full amount of anycommission, percentage, brokerage, or contingency fee.

S. Notices. All notices arising out of, or from, the provisions of this Contract shall be inwriting and given to the parties at the address provided under this Contract, either by regular mail,facsimile, e-mail, or delivery in person.

T. Liaison and Notice. City Project Manager & Contractor Superintendent.

(i) City project manager is David Schott , telephone number: (307) 721-5264 and [email protected].

(ii) The Contractor’s Project Superintendent is [[ contractor’s superintendent’s name ]],telephone number: (___) ___-____ and facsimile: (___) ___-____.

(iii) All notices and invoices required in this Contract shall be in writing, properly addressed to theliaison above, and mailed first-class, postage prepaid. All notices sent via U.S. Postal Services aredeemed effective on the date of postmark. Notices and invoices mailed through another carrier (e.g.,UPS or FedEx) are effective upon receipt.

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U. Sovereign Immunity. The City does not waive sovereign immunity by entering intothis Contract, and specifically retains immunity and all defenses available to them as sovereignpursuant to Wyo. Stat. § 1-39-104(a) and all other state law.

V. Taxes. The Contractor shall pay all taxes and other such amounts required byfederal, state and local law, including but not limited to federal and social security taxes, workers’compensation, unemployment insurance and sales taxes.

W. Third Party Beneficiary Rights. The parties do not intend to create in any otherindividual or entity the status of third party beneficiary, and this Contract shall not be construed so asto create such status. The rights, duties, and obligations contained in this Contract shall operate onlybetween the parties to this Contract, and shall inure solely to the benefit of the parties to thisContract. The provisions of this Contract are intended only to assist the parties in determining andperforming their obligations under this Contract. The parties to this Contract intend and expresslyagree that only parties signatory to this Contract shall have any legal or equitable right to seek toenforce this Contract, to seek any remedy arising out of a party’s performance or failure to performany term or condition of this Contract, or to bring an action for the breach of this Contract.

X. Americans with Disabilities Act. Contractor shall not discriminate against aqualified individual with a disability and shall comply with the Americans with Disabilities Act, P.L.101-336, 42 U.S.C. 12101 et seq. and any properly promulgated rules and regulations related thereto.

Y. Warranty. Contractor warrants the following:

(i) has the ability to perform the agreed services;

(ii) shall provide suitable resources to perform work in accordance with agreedservices;

(iii) will endeavor to provide the services herein on a timely basis consistent withthe difficulty and scope of services to be provided; and

(iv) shall perform all work in a professional and workmanship like manner.

Z. Patent or Copyright Protection. Contractor recognizes that certain proprietarymatters or techniques may be subject to patent, trademark, copyright, license or other similarrestrictions, and warrants that no work performed by Contractor or its subcontractors will violate anysuch restriction.

AA. Extension. Nothing in this Contract shall be interpreted or deemed to create anexpectation that this Contract will be extended beyond the term described herein. Any extension ofthis Contract shall be requested by the Contractor and following approval by City shall be effectiveonly after it is reduced to writing and executed by all parties to the Contract. Any agreement toextend this Contract shall include, but not necessarily be limited to: an unambiguous identification ofthe Contract being extended; the term of the extension; the amount of any payment to be made during

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the extension, or a statement that no payment will be made during the extension; a statement that allterms and conditions of the original Contract shall, unless explicitly delineated in the exception,remain as they were in the original Contract; and, if the duties of either party will be different duringthe extension than they were under the original Contract, a detailed description of those duties.

BB. Availability of Funds. Each payment obligation of City is conditioned uponthe availability of government funds which are appropriated or allocated for the payment of thisobligation. If funds are not allocated and available for the continuance of the services performed bythe Contractor, the contract may be terminated by City at the end of the period for which the fundsare available. City shall notify the Contractor at the earliest possible time of the services which willor may be affected by a shortage of funds. No penalty shall accrue to City in the event this provisionis exercised, and City shall not be obligated or liable for any future payments due or for any damagesas a result of termination under this section. This provision shall not be constructed to permit City toterminate this Contract to acquire similar services from another party.

CC. Award of Related Contracts. City may undertake or award supplemental orsuccessor contracts for work related to this Contract. The Contractor shall cooperate fully with othercontractors and City in all such cases.

DD. Time is of the Essence. Time is of the essence in all provisions of theContract.

EE. Titles Not Controlling. Titles of paragraphs and sections are for referenceonly, and shall not be used to control the language in the contract.

FF. Severability. Should any portion of this Contract be judicially determined tobe illegal or unenforceable, the remainder of this Contract shall continue in full force and effect andeither party may attempt to renegotiate the terms affected by the severance.

INTENTIONALLY LEFT BLANK

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IN WITNESS WHEREOF, the Laramie City Council has caused this Agreement to be signed andexecuted in its behalf by its Mayor, and duly attested by its City Clerk, and Contractor has signed andexecuted this Agreement, the day and year first written above.

CITY OF LARAMIE, WYOMING:

By:David A Paulekas, Mayor and President of theCity Council

Attest:Angie JohnsonCity Clerk

CONTRACTOR:

[[ CONTRACTOR’S NAME IN PRINT ]]

By:

Title:

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1. Parties. This Contract is entered into this _____ day of _______________, 20___ by andbetween City of Laramie, Wyoming, (hereinafter referred to as “City”), whose address is 406 IvinsonStreet, Laramie, Wyoming 82072, and ______________________________ (hereinafter referred toas “Contractor”), whose address is _________________________, _______________, ___,_______. City and Contractor agree to the terms set forth in this document.

2. Purpose of Contract. Contractor shall provide all labor, supervision, materials, equipment,all incidentals, related items and appurtenances, and performing all operations necessary to completethe The Imperial Heights Park Development Phase I and II includes all work necessary for theinstallation of concrete sidewalk, 70’ prefabricated steel pedestrian walking bridge and abutments,area grading, Playground Equipment furnishing and installation, playground drainage system,playground surfacing, and restorative landscaping for a new park in accordance with theAdvertisement to Bid (hereinafter referred to as “ATB”) documents dated __________ labeled asIMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II which is marked Attachment Aand attached hereto and incorporated herein.

3. Term of Contract.

A. Time of Commencement and Substantial Completion.

(i) The work under this Contract shall commence within seven (7) calendar daysof receipt of Notice to Proceed and will be substantially complete within Sixty (60) calendar daysafter the date when the Contract Time commences to run as provided in paragraph 2.03 of theGeneral Conditions and completed and ready for final payment within seventy (70) calendar daysafter the date when the Contract Time commences to run. In no case shall final completion be laterthan October 13, 2016.

(ii) Performance under this Contract shall not begin prior to the date upon whichthe last required signature is affixed to this Contract or the date of the Contractor's receipt of a Noticeto Proceed, whichever occurs later.

(iii) Permitting the Contractor to continue and finish the work or any part of it afterthe time fixed for its completion, or after the use of additional contract time, will in no way operateas a waiver on the part of City of any of its rights under the Contract.

4. Payment.

A. Contract Sum.

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(i) City agrees to pay Contractor for the services described herein. The totalpayment under this Contract shall not exceed [[ contract price in dollars and cents in words]], ($__________). No payment shall be made for work performed prior to the date upon which thelast required signature is affixed to this Contract or the date of the Contractor's receipt of a Notice toProceed, whichever occurs later.

(ii) Additional Notices to Proceed shall be issued corresponding to any respectiveContract Amendments.

(iii) Pursuant to Wyo. Stat. §16-6-602, City shall pay interest beginning the forty-sixth day at the rate of one and one-half percent (1 ½%) per month on the unpaid balance of theprogress payment until the account is paid in full, unless a good faith dispute exists as to City’sobligation to pay all or a portion of the account.

B. Progress Payments.

(i) Contractor may submit monthly invoices for progress payment. Materialsincluded on each invoice must either be installed or stored on site, additionally, any fees for labormust be performed prior to the submission of the invoice. No advance payment for materials orservices may be requested. So long as the Contractor is satisfactorily progressing in performance ofthis contract, City may make monthly progress payments on the contract sum to the Contractor.Pursuant to Wyo. Stat. §16-6-702, City shall withhold ten percent (10%) of the calculated value ofany work completed until one hundred percent (100%) of the work required by the contract has beenperformed. The withheld percentage of the contract price shall be retained in an account in the nameof the Contractor which has been assigned to City until the contract is completed satisfactorily andfinally accepted. Before the withheld percentage payment is made, City shall determine thatsatisfactory and substantial reasons exist for the payment and shall require written approval from anysurety furnishing bonds for the contract work.

(ii) If it becomes necessary for City to take over the completion of the Contract, allamounts owed the Contractor, including the withheld percentage shall first be applied toward the costof completion of the Contract, as provided in Wyo. Stat. §16-6-703, as amended. Any balanceremaining of the retained percentage after completion by City shall be payable to Contractor orContractor's creditors. The retained percentage which may be due to Contractor shall be due andpayable as prescribed by Wyo. Stat. §16-6-116.

C. Final Payment.

(i) Final payment, constituting the entire unpaid balance of the contract sum, shall be paid byCity to the Contractor when the Contract work has been completed, and the Contract fully performed.The Contractor shall make its request for final payment in writing to City. The Contractor’s requestfor final payment must include the final reconciliation of the return of, and any restocking chargesapplied by the suppliers for any unused materials in storage. City shall determine in writing when the

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Contract work has been completed. Final payment will be made pursuant to Wyo. Stat. §§ 16-6-116and 16-6-117, as amended.

(ii) No final payment will be made until the Contractor files a sworn statement,stating that all claims for material and labor performed under the Contract have been made, and thatno liens or claims for unpaid materials, labor or equipment are outstanding. The sworn statementshall be filed with the appropriate entity, as designated in Wyo. Stat. § 16-6-117. A copy of thesworn statement shall be provided to City.

(ii) If any claim for material and labor is disputed, the sworn statementshall so state and include a copy of any claim or lien and the amount claimed. The amount claimedshall be deducted from the final payment and retained by City until the dispute is resolved, asprovided in Wyo. Stat. § 16-6-117. The parties agree that City may, at its discretion, place thedisputed amount in an interest bearing account. In the event the funds are placed in an interestbearing account, any and all accrued interest shall belong to City.

(iii) No final payment will be made until the Contractor provides awarranty security in the form of a certified or cashier's check or bond issued by a surety meeting therequirements of Article 5.01 of the General Conditions. The certified or cashier's check or bond shallbe in the amount of the 5% of the original contract amount, and shall have an expiration dateconsistent with the final correction or warranty period.

D. Liquidated Damages.

(i) If the Contractor fails to complete the work within the time specified in theContract, or within any authorized extension of time under a change order, Contractor shall pay toCity as liquidated damages, the sum listed in the following table, for each calendar day of delay untilthe work is substantially complete, as approved by City.

Original Contract Amount Liquidated Damagescharge per calendar day

$0.00 to $50,000.00 $500.00$50,000.01 to $100,000.00 $1,000.00$100,000.01 to $500,000.00 $1,500.00$500,000.01 to $1,000,000.00 $2,000.00$1,000,000.00 and greater $3,000.00

(ii) The liquidated damages shall be computed beginning the day following thefirst calendar day specified for completion and shall continue each and every calendar day until allwork under the Contract is substantially complete, as approved by City.

(iii) Liquidated damages will not be charged for any work required to be done bythe Contractor as a result of a final inspection, providing the work is only cleanup or of a minornature and the Contractor has shown constant effort in completing the work, as determined by City.If deferment of the inspection is necessary due to causes which City determines to be beyond the

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control of and without the fault or negligence of the Contractor, liquidated damages will not beassessed for that period of time.

(iv) Nothing herein shall be construed to preclude City from the recovery ofdamages for causes other than the delay by the Contractor.

5. Responsibilities of Contractor.

A. The Contractor shall perform all work on the described project as required by theContract documents. The work to be performed includes the labor and services necessary to producesuch replacement, and all materials, supplies, tools, transportation, equipment, and machineryrequired for replacement.

B. This project bid includes all materials, labor and equipment to complete thereconstruction and resurfacing of streets as outlined in the Project Manual for IMPERIAL HEIGHTSPARK DEVELOPMENT PHASE I AND II dated ___________ as outlined in Attachment A.

6. General Provisions.

A. Ownership of Documents/Work Product. All documents, reports, records, fieldnotes, materials, and data of any kind resulting from performance of this Contract are at all times thejoint property of the Contractor and City. Upon termination of the Contract all of the abovedocuments return to the City.

B. Independent Contractor. The Contractor shall function as an independentContractor for the purposes of this Contract, and shall not be considered an employee of the City ofLaramie for any purpose. The Contractor shall assume sole responsibility for any debts or liabilitiesthat may be incurred by the Contractor in fulfilling the terms of this Contract, and shall be solelyresponsible for the payment of all federal, state, and local taxes which may accrue because of thisContract. Nothing in this Contract shall be interpreted as authorizing the Contractor or its agentsand/or employees to act as an agent or representative for or on behalf of City, or to incur anyobligation of any kind on the behalf of City. The Contractor agrees that no health/hospitalizationbenefits, workers’ compensation and/or similar benefits available to City of Laramie employees willinure to the benefit of the Contractor or the Contractor’s agents and/or employees as a result of thisContract.

C. Amendments. Any changes, modifications, revisions or amendments to thisContract which are mutually agreed upon by the parties to this Contract shall be incorporated bywritten instrument, executed and signed by all parties to this Contract.

D. Insurance. The Contractor shall maintain the following insurance:

(i) Comprehensive General Liability. Contractor shall have andmaintain comprehensive general liability insurance coverage during the entire term of the Contract,against claims arising out of bodily injury, death, damage to or destruction of the property of others,

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including loss of use thereof, and including underground, collapse and explosion (XCU) and productsand completed operations in an amount not less than five hundred thousand dollars ($500,000.00)each occurrence and one million dollars ($1,000,000.00) in the general aggregate.

(ii) Workers Compensation or Employers Liability Insurance.Contractor shall provide proof of workers compensation coverage, for all its employees who are towork on the projects described in this Contract. Contractor’s coverage shall be under the WyomingWorkers Safety and Compensation program, if statutorily required, or such other workerscompensation insurance as appropriate. Contractor’s insurance shall include A Stop Gap coverage inan amount not less than Five Hundred Thousand Dollars ($500,000.00) per employee for eachaccident and disease. Contractor shall have also supply proof of workers’ compensation andemployer’s liability insurance on each and every subcontractor before allowing that subcontractor onthe job site.

(iii) Business Automobile Liability. Contractor shall maintain, during the entire term of thecontract, automobile liability insurance in an amount not less than five hundred thousand dollars($500,000.00) per occurrence.

(iv) Coverage. All polices required under this Contract shall be in effect for the duration of thisContract and projects. All policies shall be primary and not contributory. Contractor shall pay thepremiums on all insurance policies and insurance certificates must include a clause stating that theinsurance may not be revoked, cancelled, amended or allowed to lapse until the expiration of at leastthirty (30) days advance written notice to City.

(v) Additional Insured. All insurance policies required by this Contract, except workers’compensation, shall name City as an additional insured, and shall contain a waiver of subrogationagainst City, its agents and employees. Contractor shall provide, upon request a copy of anendorsement providing this coverage.

(vi) City’s Right to Reject. The City reserves the right to reject a certificate of insurance ifContractor’s insurance company is widely regarded in the insurance industry as financially unstable.This would include but is not limited to insurance companies with no less than AVIII rating in theA.M. Best insurance rating guide.

(vii) Subcontractors. The insurance requirements set forth above apply to all subcontractors. Itis Contractor’s responsibility to ensure that its subcontractors meet these insurance requirements.City has the right to review the Certificates of any and all subcontractors used by the Contractor.

(viii) Cancellation. There shall be no cancellation, material change, potential exhaustion ofaggregate limits or intent to not renew insurance coverage without thirty (30) days written noticefrom Contractor or their insurers to City. Any failure to comply with the reporting provision of thisinsurance, except for the potential exhaustion of aggregate limits, shall not affect the coverageprovided to City and its division, officers and employees.

E. Indemnification. The Contractor shall release indemnify, and hold harmless thestate, City, and their officers, agents, employees, successors and assignees from any cause of action,

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or claims or demands arising out of Contractor’s failure to perform any of the Contractor’s duties andobligations under or in connection with the negligent performance of Contractor’s duties orobligations, including but not limited to any claims, law suits, losses or liability arising out ofContractor’s malpractice performance under this Contract.

F. Audit/Access to Records. The Contractor shall, immediately upon receiving writteninstruction from City, provide to any independent auditor, accountant, or accounting firm, all booksdocuments, papers and records of the Contractor which are pertinent to this Contract. The Contractorshall cooperate fully with any such independent auditor, accountant, or accounting firm, during theentire course of any audit authorized by City. There will be no cost for audit expense for City requestto the Contractor.

G. Publicity. Any publicity given to the program or services provided herein, including,but not limited to, notices, information, pamphlets, press releases, research, reports, signs, and similarpublic notices prepared by or for the Contractor, shall identify City as the sponsoring City and shallnot be released without prior written approval from City.

H. Assignment, Transfer and Subcontracting. Neither party shall assign or otherwisetransfer any of the rights or delegate any of the duties set for in this Contract without the prior writtenapproval of the other party. The Contractor shall not use this Contract, or any portion thereof, forcollateral for any financial obligation, without the prior written permission of City. No such writtenapproval shall relieve the Contractor of any obligations of this Contract and any transferee orsubcontractor shall be considered the agent of the Contractor. The Contractor shall remain liable asbetween the original parties to the Contract as if no such assignment had occurred.

I. Compliance With Laws. The Contractor shall keep informed of and comply with allapplicable federal, state and local laws and regulations in the performance of this Contract or anyproperly promulgated rules and regulations related thereto, and Section 504 of the Rehabilitation Actof 1973.

J. Wyoming Product Preference. Unless otherwise provided in the Contract, theContractor shall provide and pay for all labor, materials, equipment, tools, construction equipmentand machinery, water, heat, utilities, transportation, and other facilities and services necessary for theproper execution and completion of work, whether temporary or permanent. The Contractor agreesto provide Wyoming made goods where those goods are comparable in price and quality to thoserequired by this Contract.

K. Termination of Contract. This Contract may be terminated for cause if theContractor or City fails to perform in accordance with the terms and conditions of this Contractfollowing delivery of a written thirty (30) day notice stating the grounds for such default.

L. Applicable Law/Venue. The construction, interpretation and enforcement of thisContract shall be governed by the laws of the State of Wyoming. The courts of the State ofWyoming shall have jurisdiction over this Contract and the parties, and the venue shall be the SecondJudicial District, Albany County, Wyoming.

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M. Nondiscrimination. The Contractor shall comply with Presidential Executive Order 11246entitled, “Equal Employment Opportunity”, as amended by Presidential Executive Order 11375, andas supplemented in the Department of labor Regulations (41 CFR Part 60), the Civil Rights Act of1964, the Americans with Disabilities Act (ADA), 42 U.S.C. 12101, et seq., the Wyoming FairEmployment Practices Act (Wyo. Stat. § 27-9-105 et seq.), the Wyoming Human Rights Act, and theAge Discrimination Act of 1975.

All parties of this Contract agree that all hiring must be done on the basis of merit andqualifications. There may be no discrimination on the basis of race, color, religion, creed, politicalideas, sex, age, marital status, physical or mental disability, or national origin by the person orpersons performing the Contract including, but not limited to, the prevailing wage laws.

N. Entirety of Contract.

(i) The Contract shall consist of this document and its terms and conditions andthe following documents: The Advertisement to Bid, Instructions to Bidders, Bid Form, SignatureSheets, Performance and Payment Bond, General Conditions, Supplementary Conditions,Specifications, Supplementary Specifications, Special Provisions, Notice to Proceed, duly issuedChange Orders, Extra Work Orders and Field Orders, Addenda, and all modifications issued afterexecution of this Contract. The Contract documents are as fully a part of this Contract as if heretoattached or herein repeated. The Contract documents are complementary and what is required by oneshall be as binding as if required by all. The Contractor warrants that it has carefully examined andunderstands all of the Contract documents listed above, prior to starting any work under thisContract. The Contractor has not identified any issues from the above documents or site conditionswhich would prevent accomplishing the entire work as outlined in the Project Manual which ismarked Attachment A and attached hereto and incorporated herein. Modifications include but arenot limited to the following: (1) change orders (2) extra work orders or (3) addenda entered into bythe parties pursuant to the terms of the Contract.

(ii) The Contract does not include prior negotiations or any other documents notspecifically enumerated in the contract documents delineated in subparagraph (A) above.

(iii) This Contract, consisting of eleven (11) pages, along with the documentsexplicitly enumerated in Paragraph 6 (N) above and Attachment A entitled Project Manual forIMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II dated __________, represent theentire and integrated Contract between the parties and supersede all prior negotiations,representations, and agreements, whether written or oral. The Contractor shall report to City anyerror, inconsistency or omission it may discover. City, after consulting with the Contractor, willmake a determination on correction of such error. The Contractor may request a change order, underthe change order provisions of this Contract, in conjunction with any required correction, ifappropriate.

(iv) The terms and language set forth in this Contract have been negotiated by Cityand the Contractor and have not been drafted unilaterally by either party. By executing this Contract,

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the Contractor represents that it has carefully read, studied, compared and examined all contractdocuments, including the specifications, is satisfied with the sufficiency of the contract documents,and shall not, at any time, complain of defects or inaccuracies in such documents, specifications ordrawings.

P. Confidentiality of Information. All documents, data compilations, reports,computer programs, photographs, and any other work provided to or produced by the Contractor inthe performance of this Contract shall be kept confidential by the Contractor unless writtenpermission is granted by City for its release.

Q. Force Majeure. Neither party shall be liable for failure to perform under thisContract if such failure to perform arises out of causes beyond the control and without the fault ornegligence of the non-performing party. Such causes may include, but are not limited to, acts of Godor the public enemy, fires, floods, epidemics, quarantine restrictions, freight embargoes, and usuallysevere weather. This provision shall become effective only if the party failing to performimmediately notifies the other party of the extent and nature of the problem, limits delay inperformance to that required by the event, and takes all reasonable steps to minimize delays. Thisprovision shall not be effective unless the failure to perform is beyond the control and without thefault or negligence of the non-performing party.

R. Kickbacks. The Contractor certifies and warrants that no gratuities, kickbacks orcontingency fees were paid in connection with this contract, nor were any fees, commissions, gifts, orother considerations made contingent upon the award of this Contract. If the Contractor breaches orviolates this warranty, City may, at its discretion, terminate this Contract without liability to City, ordeduct from the contract price or consideration, or otherwise recover, the full amount of anycommission, percentage, brokerage, or contingency fee.

S. Notices. All notices arising out of, or from, the provisions of this Contract shall be inwriting and given to the parties at the address provided under this Contract, either by regular mail,facsimile, e-mail, or delivery in person.

T. Liaison and Notice. City Project Manager & Contractor Superintendent.

(i) City project manager is David Schott , telephone number: (307) 721-5264 and [email protected].

(ii) The Contractor’s Project Superintendent is [[ contractor’s superintendent’s name ]],telephone number: (___) ___-____ and facsimile: (___) ___-____.

(iii) All notices and invoices required in this Contract shall be in writing, properly addressed to theliaison above, and mailed first-class, postage prepaid. All notices sent via U.S. Postal Services aredeemed effective on the date of postmark. Notices and invoices mailed through another carrier (e.g.,UPS or FedEx) are effective upon receipt.

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U. Sovereign Immunity. The City does not waive sovereign immunity by entering intothis Contract, and specifically retains immunity and all defenses available to them as sovereignpursuant to Wyo. Stat. § 1-39-104(a) and all other state law.

V. Taxes. The Contractor shall pay all taxes and other such amounts required byfederal, state and local law, including but not limited to federal and social security taxes, workers’compensation, unemployment insurance and sales taxes.

W. Third Party Beneficiary Rights. The parties do not intend to create in any otherindividual or entity the status of third party beneficiary, and this Contract shall not be construed so asto create such status. The rights, duties, and obligations contained in this Contract shall operate onlybetween the parties to this Contract, and shall inure solely to the benefit of the parties to thisContract. The provisions of this Contract are intended only to assist the parties in determining andperforming their obligations under this Contract. The parties to this Contract intend and expresslyagree that only parties signatory to this Contract shall have any legal or equitable right to seek toenforce this Contract, to seek any remedy arising out of a party’s performance or failure to performany term or condition of this Contract, or to bring an action for the breach of this Contract.

X. Americans with Disabilities Act. Contractor shall not discriminate against aqualified individual with a disability and shall comply with the Americans with Disabilities Act, P.L.101-336, 42 U.S.C. 12101 et seq. and any properly promulgated rules and regulations related thereto.

Y. Warranty. Contractor warrants the following:

(i) has the ability to perform the agreed services;

(ii) shall provide suitable resources to perform work in accordance with agreedservices;

(iii) will endeavor to provide the services herein on a timely basis consistent withthe difficulty and scope of services to be provided; and

(iv) shall perform all work in a professional and workmanship like manner.

Z. Patent or Copyright Protection. Contractor recognizes that certain proprietarymatters or techniques may be subject to patent, trademark, copyright, license or other similarrestrictions, and warrants that no work performed by Contractor or its subcontractors will violate anysuch restriction.

AA. Extension. Nothing in this Contract shall be interpreted or deemed to create anexpectation that this Contract will be extended beyond the term described herein. Any extension ofthis Contract shall be requested by the Contractor and following approval by City shall be effectiveonly after it is reduced to writing and executed by all parties to the Contract. Any agreement toextend this Contract shall include, but not necessarily be limited to: an unambiguous identification ofthe Contract being extended; the term of the extension; the amount of any payment to be made during

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the extension, or a statement that no payment will be made during the extension; a statement that allterms and conditions of the original Contract shall, unless explicitly delineated in the exception,remain as they were in the original Contract; and, if the duties of either party will be different duringthe extension than they were under the original Contract, a detailed description of those duties.

BB. Availability of Funds. Each payment obligation of City is conditioned uponthe availability of government funds which are appropriated or allocated for the payment of thisobligation. If funds are not allocated and available for the continuance of the services performed bythe Contractor, the contract may be terminated by City at the end of the period for which the fundsare available. City shall notify the Contractor at the earliest possible time of the services which willor may be affected by a shortage of funds. No penalty shall accrue to City in the event this provisionis exercised, and City shall not be obligated or liable for any future payments due or for any damagesas a result of termination under this section. This provision shall not be constructed to permit City toterminate this Contract to acquire similar services from another party.

CC. Award of Related Contracts. City may undertake or award supplemental orsuccessor contracts for work related to this Contract. The Contractor shall cooperate fully with othercontractors and City in all such cases.

DD. Time is of the Essence. Time is of the essence in all provisions of theContract.

EE. Titles Not Controlling. Titles of paragraphs and sections are for referenceonly, and shall not be used to control the language in the contract.

FF. Severability. Should any portion of this Contract be judicially determined tobe illegal or unenforceable, the remainder of this Contract shall continue in full force and effect andeither party may attempt to renegotiate the terms affected by the severance.

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IN WITNESS WHEREOF, the Laramie City Council has caused this Agreement to be signed andexecuted in its behalf by its Mayor, and duly attested by its City Clerk, and Contractor has signed andexecuted this Agreement, the day and year first written above.

CITY OF LARAMIE, WYOMING:

By:David A Paulekas, Mayor and President of theCity Council

Attest:Angie JohnsonCity Clerk

CONTRACTOR:

[[ CONTRACTOR’S NAME IN PRINT ]]

By:

Title:

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(i) City agrees to pay Contractor for the services described herein. The total payment under this Contract shall not exceed [[ contract price in dollars and cents in words ]], ($__________). No payment shall be made for work performed prior to the date upon which the last required signature is affixed to this Contract or the date of the Contractor's receipt of a Notice to Proceed, whichever occurs later. (ii) Additional Notices to Proceed shall be issued corresponding to any respective Contract Amendments. (iii) Pursuant to Wyo. Stat. §16-6-602, City shall pay interest beginning the forty-sixth day at the rate of one and one-half percent (1 ½%) per month on the unpaid balance of the progress payment until the account is paid in full, unless a good faith dispute exists as to City’s obligation to pay all or a portion of the account. B. Progress Payments. (i) Contractor may submit monthly invoices for progress payment. Materials included on each invoice must either be installed or stored on site, additionally, any fees for labor must be performed prior to the submission of the invoice. No advance payment for materials or services may be requested. So long as the Contractor is satisfactorily progressing in performance of this contract, City may make monthly progress payments on the contract sum to the Contractor. Pursuant to Wyo. Stat. §16-6-702, City shall withhold ten percent (10%) of the calculated value of any work completed until one hundred percent (100%) of the work required by the contract has been performed. The withheld percentage of the contract price shall be retained in an account in the name of the Contractor which has been assigned to City until the contract is completed satisfactorily and finally accepted. Before the withheld percentage payment is made, City shall determine that satisfactory and substantial reasons exist for the payment and shall require written approval from any surety furnishing bonds for the contract work. (ii) If it becomes necessary for City to take over the completion of the Contract, all amounts owed the Contractor, including the withheld percentage shall first be applied toward the cost of completion of the Contract, as provided in Wyo. Stat. §16-6-703, as amended. Any balance remaining of the retained percentage after completion by City shall be payable to Contractor or Contractor's creditors. The retained percentage which may be due to Contractor shall be due and payable as prescribed by Wyo. Stat. §16-6-116. C. Final Payment. (i) Final payment, constituting the entire unpaid balance of the contract sum, shall be paid by City to the Contractor when the Contract work has been completed, and the Contract fully performed. The Contractor shall make its request for final payment in writing to City. The Contractor’s request for final payment must include the final reconciliation of the return of, and any restocking charges applied by the suppliers for any unused materials in storage. City shall determine in writing when the Contract work has been completed. Final payment will be made pursuant to Wyo. Stat. §§ 16-6-116 and 16-6-117, as amended.

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(ii) No final payment will be made until the Contractor files a sworn statement, stating that all claims for material and labor performed under the Contract have been made, and that no liens or claims for unpaid materials, labor or equipment are outstanding. The sworn statement shall be filed with the appropriate entity, as designated in Wyo. Stat. § 16-6-117. A copy of the sworn statement shall be provided to City. (ii) If any claim for material and labor is disputed, the sworn statement shall so state and include a copy of any claim or lien and the amount claimed. The amount claimed shall be deducted from the final payment and retained by City until the dispute is resolved, as provided in Wyo. Stat. § 16-6-117. The parties agree that City may, at its discretion, place the disputed amount in an interest bearing account. In the event the funds are placed in an interest bearing account, any and all accrued interest shall belong to City. (iii) No final payment will be made until the Contractor provides a warranty security in the form of a certified or cashier's check or bond issued by a surety meeting the requirements of Article 5.01 of the General Conditions. The certified or cashier's check or bond shall be in the amount of the 5% of the original contract amount, and shall have an expiration date consistent with the final correction or warranty period. D. Liquidated Damages. (i) If the Contractor fails to complete the work within the time specified in the Contract, or within any authorized extension of time under a change order, Contractor shall pay to City as liquidated damages, the sum listed in the following table, for each calendar day of delay until the work is substantially complete, as approved by City. Original Contract Amount Liquidated Damages

charge per calendar day $0.00 to $50,000.00 $500.00 $50,000.01 to $100,000.00 $1,000.00 $100,000.01 to $500,000.00 $1,500.00 $500,000.01 to $1,000,000.00 $2,000.00 $1,000,000.00 and greater $3,000.00 (ii) The liquidated damages shall be computed beginning the day following the first calendar day specified for completion and shall continue each and every calendar day until all work under the Contract is substantially complete, as approved by City. (iii) Liquidated damages will not be charged for any work required to be done by the Contractor as a result of a final inspection, providing the work is only cleanup or of a minor nature and the Contractor has shown constant effort in completing the work, as determined by City. If deferment of the inspection is necessary due to causes which City determines to be beyond the control of and without the fault or negligence of the Contractor, liquidated damages will not be assessed for that period of time.

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(iv) Nothing herein shall be construed to preclude City from the recovery of damages for causes other than the delay by the Contractor. 5. Responsibilities of Contractor. A. The Contractor shall perform all work on the described project as required by the Contract documents. The work to be performed includes the labor and services necessary to produce such replacement, and all materials, supplies, tools, transportation, equipment, and machinery required for replacement. B. This project bid includes all materials, labor and equipment to complete the reconstruction and resurfacing of streets as outlined in the Project Manual for IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II dated ___________ as outlined in Attachment A. 6. General Provisions. A. Ownership of Documents/Work Product. All documents, reports, records, field notes, materials, and data of any kind resulting from performance of this Contract are at all times the joint property of the Contractor and City. Upon termination of the Contract all of the above documents return to the City. B. Independent Contractor. The Contractor shall function as an independent Contractor for the purposes of this Contract, and shall not be considered an employee of the City of Laramie for any purpose. The Contractor shall assume sole responsibility for any debts or liabilities that may be incurred by the Contractor in fulfilling the terms of this Contract, and shall be solely responsible for the payment of all federal, state, and local taxes which may accrue because of this Contract. Nothing in this Contract shall be interpreted as authorizing the Contractor or its agents and/or employees to act as an agent or representative for or on behalf of City, or to incur any obligation of any kind on the behalf of City. The Contractor agrees that no health/hospitalization benefits, workers’ compensation and/or similar benefits available to City of Laramie employees will inure to the benefit of the Contractor or the Contractor’s agents and/or employees as a result of this Contract. C. Amendments. Any changes, modifications, revisions or amendments to this Contract which are mutually agreed upon by the parties to this Contract shall be incorporated by written instrument, executed and signed by all parties to this Contract. D. Insurance. The Contractor shall maintain the following insurance: (i) Comprehensive General Liability. Contractor shall have and maintain comprehensive general liability insurance coverage during the entire term of the Contract, against claims arising out of bodily injury, death, damage to or destruction of the property of others, including loss of use thereof, and including underground, collapse and explosion (XCU) and products and completed operations in an amount not less than five hundred thousand dollars ($500,000.00) each occurrence and one million dollars ($1,000,000.00) in the general aggregate.

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(ii) Workers Compensation or Employers Liability Insurance. Contractor shall provide proof of workers compensation coverage, for all its employees who are to work on the projects described in this Contract. Contractor’s coverage shall be under the Wyoming Workers Safety and Compensation program, if statutorily required, or such other workers compensation insurance as appropriate. Contractor’s insurance shall include A Stop Gap coverage in an amount not less than Five Hundred Thousand Dollars ($500,000.00) per employee for each accident and disease. Contractor shall have also supply proof of workers’ compensation and employer’s liability insurance on each and every subcontractor before allowing that subcontractor on the job site. (iii) Business Automobile Liability. Contractor shall maintain, during the entire term of the contract, automobile liability insurance in an amount not less than five hundred thousand dollars ($500,000.00) per occurrence. (iv) Coverage. All polices required under this Contract shall be in effect for the duration of this Contract and projects. All policies shall be primary and not contributory. Contractor shall pay the premiums on all insurance policies and insurance certificates must include a clause stating that the insurance may not be revoked, cancelled, amended or allowed to lapse until the expiration of at least thirty (30) days advance written notice to City. (v) Additional Insured. All insurance policies required by this Contract, except workers’ compensation, shall name City as an additional insured, and shall contain a waiver of subrogation against City, its agents and employees. Contractor shall provide, upon request a copy of an endorsement providing this coverage. (vi) City’s Right to Reject. The City reserves the right to reject a certificate of insurance if Contractor’s insurance company is widely regarded in the insurance industry as financially unstable. This would include but is not limited to insurance companies with no less than AVIII rating in the A.M. Best insurance rating guide. (vii) Subcontractors. The insurance requirements set forth above apply to all subcontractors. It is Contractor’s responsibility to ensure that its subcontractors meet these insurance requirements. City has the right to review the Certificates of any and all subcontractors used by the Contractor. (viii) Cancellation. There shall be no cancellation, material change, potential exhaustion of aggregate limits or intent to not renew insurance coverage without thirty (30) days written notice from Contractor or their insurers to City. Any failure to comply with the reporting provision of this insurance, except for the potential exhaustion of aggregate limits, shall not affect the coverage provided to City and its division, officers and employees. E. Indemnification. The Contractor shall release indemnify, and hold harmless the state, City, and their officers, agents, employees, successors and assignees from any cause of action, or claims or demands arising out of Contractor’s failure to perform any of the Contractor’s duties and obligations under or in connection with the negligent performance of Contractor’s duties or

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obligations, including but not limited to any claims, law suits, losses or liability arising out of Contractor’s malpractice performance under this Contract. F. Audit/Access to Records. The Contractor shall, immediately upon receiving written instruction from City, provide to any independent auditor, accountant, or accounting firm, all books documents, papers and records of the Contractor which are pertinent to this Contract. The Contractor shall cooperate fully with any such independent auditor, accountant, or accounting firm, during the entire course of any audit authorized by City. There will be no cost for audit expense for City request to the Contractor. G. Publicity. Any publicity given to the program or services provided herein, including, but not limited to, notices, information, pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Contractor, shall identify City as the sponsoring City and shall not be released without prior written approval from City. H. Assignment, Transfer and Subcontracting. Neither party shall assign or otherwise transfer any of the rights or delegate any of the duties set for in this Contract without the prior written approval of the other party. The Contractor shall not use this Contract, or any portion thereof, for collateral for any financial obligation, without the prior written permission of City. No such written approval shall relieve the Contractor of any obligations of this Contract and any transferee or subcontractor shall be considered the agent of the Contractor. The Contractor shall remain liable as between the original parties to the Contract as if no such assignment had occurred. I. Compliance With Laws. The Contractor shall keep informed of and comply with all applicable federal, state and local laws and regulations in the performance of this Contract or any properly promulgated rules and regulations related thereto, and Section 504 of the Rehabilitation Act of 1973. J. Wyoming Product Preference. Unless otherwise provided in the Contract, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of work, whether temporary or permanent. The Contractor agrees to provide Wyoming made goods where those goods are comparable in price and quality to those required by this Contract. K. Termination of Contract. This Contract may be terminated for cause if the Contractor or City fails to perform in accordance with the terms and conditions of this Contract following delivery of a written thirty (30) day notice stating the grounds for such default. L. Applicable Law/Venue. The construction, interpretation and enforcement of this Contract shall be governed by the laws of the State of Wyoming. The courts of the State of Wyoming shall have jurisdiction over this Contract and the parties, and the venue shall be the Second Judicial District, Albany County, Wyoming.

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M. Nondiscrimination. The Contractor shall comply with Presidential Executive Order 11246 entitled, “Equal Employment Opportunity”, as amended by Presidential Executive Order 11375, and as supplemented in the Department of labor Regulations (41 CFR Part 60), the Civil Rights Act of 1964, the Americans with Disabilities Act (ADA), 42 U.S.C. 12101, et seq., the Wyoming Fair Employment Practices Act (Wyo. Stat. § 27-9-105 et seq.), the Wyoming Human Rights Act, and the Age Discrimination Act of 1975. All parties of this Contract agree that all hiring must be done on the basis of merit and qualifications. There may be no discrimination on the basis of race, color, religion, creed, political ideas, sex, age, marital status, physical or mental disability, or national origin by the person or persons performing the Contract including, but not limited to, the prevailing wage laws. N. Entirety of Contract. (i) The Contract shall consist of this document and its terms and conditions and the following documents: The Advertisement to Bid, Instructions to Bidders, Bid Form, Signature Sheets, Performance and Payment Bond, General Conditions, Supplementary Conditions, Specifications, Supplementary Specifications, Special Provisions, Notice to Proceed, duly issued Change Orders, Extra Work Orders and Field Orders, Addenda, and all modifications issued after execution of this Contract. The Contract documents are as fully a part of this Contract as if hereto attached or herein repeated. The Contract documents are complementary and what is required by one shall be as binding as if required by all. The Contractor warrants that it has carefully examined and understands all of the Contract documents listed above, prior to starting any work under this Contract. The Contractor has not identified any issues from the above documents or site conditions which would prevent accomplishing the entire work as outlined in the Project Manual which is marked Attachment A and attached hereto and incorporated herein. Modifications include but are not limited to the following: (1) change orders (2) extra work orders or (3) addenda entered into by the parties pursuant to the terms of the Contract. (ii) The Contract does not include prior negotiations or any other documents not specifically enumerated in the contract documents delineated in subparagraph (A) above. (iii) This Contract, consisting of eleven (11) pages, along with the documents explicitly enumerated in Paragraph 6 (N) above and Attachment A entitled Project Manual for IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II dated __________, represent the entire and integrated Contract between the parties and supersede all prior negotiations, representations, and agreements, whether written or oral. The Contractor shall report to City any error, inconsistency or omission it may discover. City, after consulting with the Contractor, will make a determination on correction of such error. The Contractor may request a change order, under the change order provisions of this Contract, in conjunction with any required correction, if appropriate. (iv) The terms and language set forth in this Contract have been negotiated by City and the Contractor and have not been drafted unilaterally by either party. By executing this Contract, the Contractor represents that it has carefully read, studied, compared and examined all contract

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documents, including the specifications, is satisfied with the sufficiency of the contract documents, and shall not, at any time, complain of defects or inaccuracies in such documents, specifications or drawings. P. Confidentiality of Information. All documents, data compilations, reports, computer programs, photographs, and any other work provided to or produced by the Contractor in the performance of this Contract shall be kept confidential by the Contractor unless written permission is granted by City for its release. Q. Force Majeure. Neither party shall be liable for failure to perform under this Contract if such failure to perform arises out of causes beyond the control and without the fault or negligence of the non-performing party. Such causes may include, but are not limited to, acts of God or the public enemy, fires, floods, epidemics, quarantine restrictions, freight embargoes, and usually severe weather. This provision shall become effective only if the party failing to perform immediately notifies the other party of the extent and nature of the problem, limits delay in performance to that required by the event, and takes all reasonable steps to minimize delays. This provision shall not be effective unless the failure to perform is beyond the control and without the fault or negligence of the non-performing party. R. Kickbacks. The Contractor certifies and warrants that no gratuities, kickbacks or contingency fees were paid in connection with this contract, nor were any fees, commissions, gifts, or other considerations made contingent upon the award of this Contract. If the Contractor breaches or violates this warranty, City may, at its discretion, terminate this Contract without liability to City, or deduct from the contract price or consideration, or otherwise recover, the full amount of any commission, percentage, brokerage, or contingency fee. S. Notices. All notices arising out of, or from, the provisions of this Contract shall be in writing and given to the parties at the address provided under this Contract, either by regular mail, facsimile, e-mail, or delivery in person. T. Liaison and Notice. City Project Manager & Contractor Superintendent. (i) City project manager is David Schott , telephone number: (307) 721-5264 and email [email protected]. (ii) The Contractor’s Project Superintendent is [[ contractor’s superintendent’s name ]], telephone number: (___) ___-____ and facsimile: (___) ___-____. (iii) All notices and invoices required in this Contract shall be in writing, properly addressed to the liaison above, and mailed first-class, postage prepaid. All notices sent via U.S. Postal Services are deemed effective on the date of postmark. Notices and invoices mailed through another carrier (e.g., UPS or FedEx) are effective upon receipt.

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U. Sovereign Immunity. The City does not waive sovereign immunity by entering into this Contract, and specifically retains immunity and all defenses available to them as sovereign pursuant to Wyo. Stat. § 1-39-104(a) and all other state law. V. Taxes. The Contractor shall pay all taxes and other such amounts required by federal, state and local law, including but not limited to federal and social security taxes, workers’ compensation, unemployment insurance and sales taxes. W. Third Party Beneficiary Rights. The parties do not intend to create in any other individual or entity the status of third party beneficiary, and this Contract shall not be construed so as to create such status. The rights, duties, and obligations contained in this Contract shall operate only between the parties to this Contract, and shall inure solely to the benefit of the parties to this Contract. The provisions of this Contract are intended only to assist the parties in determining and performing their obligations under this Contract. The parties to this Contract intend and expressly agree that only parties signatory to this Contract shall have any legal or equitable right to seek to enforce this Contract, to seek any remedy arising out of a party’s performance or failure to perform any term or condition of this Contract, or to bring an action for the breach of this Contract. X. Americans with Disabilities Act. Contractor shall not discriminate against a qualified individual with a disability and shall comply with the Americans with Disabilities Act, P.L. 101-336, 42 U.S.C. 12101 et seq. and any properly promulgated rules and regulations related thereto. Y. Warranty. Contractor warrants the following: (i) has the ability to perform the agreed services; (ii) shall provide suitable resources to perform work in accordance with agreed services; (iii) will endeavor to provide the services herein on a timely basis consistent with the difficulty and scope of services to be provided; and (iv) shall perform all work in a professional and workmanship like manner. Z. Patent or Copyright Protection. Contractor recognizes that certain proprietary matters or techniques may be subject to patent, trademark, copyright, license or other similar restrictions, and warrants that no work performed by Contractor or its subcontractors will violate any such restriction. AA. Extension. Nothing in this Contract shall be interpreted or deemed to create an expectation that this Contract will be extended beyond the term described herein. Any extension of this Contract shall be requested by the Contractor and following approval by City shall be effective only after it is reduced to writing and executed by all parties to the Contract. Any agreement to extend this Contract shall include, but not necessarily be limited to: an unambiguous identification of the Contract being extended; the term of the extension; the amount of any payment to be made during

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the extension, or a statement that no payment will be made during the extension; a statement that all terms and conditions of the original Contract shall, unless explicitly delineated in the exception, remain as they were in the original Contract; and, if the duties of either party will be different during the extension than they were under the original Contract, a detailed description of those duties. BB. Availability of Funds. Each payment obligation of City is conditioned upon the availability of government funds which are appropriated or allocated for the payment of this obligation. If funds are not allocated and available for the continuance of the services performed by the Contractor, the contract may be terminated by City at the end of the period for which the funds are available. City shall notify the Contractor at the earliest possible time of the services which will or may be affected by a shortage of funds. No penalty shall accrue to City in the event this provision is exercised, and City shall not be obligated or liable for any future payments due or for any damages as a result of termination under this section. This provision shall not be constructed to permit City to terminate this Contract to acquire similar services from another party. CC. Award of Related Contracts. City may undertake or award supplemental or successor contracts for work related to this Contract. The Contractor shall cooperate fully with other contractors and City in all such cases. DD. Time is of the Essence. Time is of the essence in all provisions of the Contract. EE. Titles Not Controlling. Titles of paragraphs and sections are for reference only, and shall not be used to control the language in the contract. FF. Severability. Should any portion of this Contract be judicially determined to be illegal or unenforceable, the remainder of this Contract shall continue in full force and effect and either party may attempt to renegotiate the terms affected by the severance.

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IN WITNESS WHEREOF, the Laramie City Council has caused this Agreement to be signed and executed in its behalf by its Mayor, and duly attested by its City Clerk, and Contractor has signed and executed this Agreement, the day and year first written above. CITY OF LARAMIE, WYOMING: By: David A Paulekas, Mayor and President of the City Council Attest: Angie Johnson City Clerk CONTRACTOR: [[ CONTRACTOR’S NAME IN PRINT ]] By: Title:

PB - 1

Construction Performance Bond

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

CONTRACTOR (Name and Address): OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): BOND Number: Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, cause this Performance Bond to be duly executed on its CONTRACTOR AS PRINCIPAL Company: (Corp. Seal) Signature: ______________________________________ Name and Title: CONTRACTOR AS PRINCIPAL Company: (Corp. Seal) Signature: ______________________________________ Name and Title:

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

subject to the terms printed on the reverse side hereof, do each behalf by its authorized officer, agent, or representative.

SURETY Company: (Corp. Seal) Signature: ________________________________________ Name and Title: SURETY Company: (Corp. Seal) Signature:________________________________________ Name and Title:

PB - 2

1. The Contractor and the 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 to participate in conferences as provided in Subparagraph 3.1. 3. If there is no Owner Default, the Surety’s obligation under this Bond shall arise after: 3.1. Owner has notified the Contractor and the Surety at its address

described in Paragraph 10 below, that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later that fifteen days after receipt of such notice to discuss methods of performing the Construction Contract. 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; and

3.2. The Owner has declared a Contractor Default and formally

terminated the Contractor’s right to complete the contract. Such Contractor Default shall not be declared earlier than seven days after the Contractor and the Surety have received notice as provided in Subparagraph 3.1; and

3.3. The Owner has agreed to pay the Balance of the Contract Price to

the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accordance with the terms of the contract with the Owner.

4. 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: 4.1. Arrange for the Contractor, with consent of the Owner, to

perform and complete the Construction Contract; or 4.2. Undertake to perform and complete the Construction Contract

itself, through its agents or through independent contractors; or

4.3. 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 the contractor selected with the Owner’s 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 6 in excess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor’s default; or

4.4. Waive its right to perform and complete, arrange for completion,

or obtain a new contractor and with reasonable promptness under the circumstances:

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, tender payment therefor to the Owner; or

2. Deny liability in whole or in part and notify the Owner citing

reasons therefor. 5. If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fifteen 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 Subparagraph 4.4, and the Owner refuses the payment tendered 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.

6. After the Owner has terminated the Contractor’s right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3, 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. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Surety is obligated without duplication for: 6.1. The responsibilities of the Contractor for correction of defective

work and completion of the Construction Contract; 6.2. 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 4; and

6.3. 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.

7. 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, or successors. 8. 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. 9. 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 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 period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 10. Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. 11. 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. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12. Definitions. 12.1. 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 to the Contractor of 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.

12.2. Construction Contract: The agreement between the Owner and the

Contractor identified on the signature page, including all Contract Documents and changes thereto.

12.3. Contractor Default: Failure of the Contractor, which has neither

been remedied nor waived, to perform or otherwise to comply with the terms of the Construction Contract.

12.4 Owner Default: Failure of the Owner, which has neither been

remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof.

(FOR INFORMATION ONLY -- Name, Address and Telephone) AGENT or BROKER: OWNER’S REPRESENTATIVE (Architect, Engineer or other party):

PB - 3

Construction Payment Bond

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

CONTRACTOR (Name and Address): OWNER (Name and Address): CONSTRUCTION CONTRACT Date: Amount: Description (Name and Location): BOND Bond Number: Date (Not earlier than Construction Contract Date): Amount: Modifications to this Bond Form: Surety and Contractor, intending to be legally bound hereby, cause this Performance Bond to be duly executed on its CONTRACTOR AS PRINCIPAL Company: (Corp. Seal) Signature: ______________________________________ Name and Title: CONTRACTOR AS PRINCIPAL Company: (Corp. Seal) Signature: ______________________________________ Name and Title:

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

subject to the terms printed on the reverse side hereof, do each behalf by its authorized officer, agent, or representative.

SURETY Company: (Corp. Seal) Signature: ________________________________________ Name and Title: SURETY Company: (Corp. Seal) Signature: ________________________________________ Name and Title:

PB - 4

1. The Contractor and the 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. 2. With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1. Promptly makes payment, directly or indirectly, for all sums due

Claimants, and 2.2. Defends, indemnifies and holds harmless the Owner from

claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default.

3. With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes payment, directly or indirectly, for all sums due. 4. The Surety shall have no obligation to Claimants under this Bond until: 4.1. Claimants who are employed by or have a direct contract with

the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim.

4.2. Claimants who do not have a direct contract with the Contractor: 1. Have furnished written notice to the Contractor and sent a

copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed: and

2. Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above notice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and

3. Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor.

5. If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, that is sufficient compliance. 6. When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety’s expense take the following actions: 6.1. Send an answer to the Claimant, with a copy to the Owner,

within 45 days after receipt of the claim, stating the amounts that are undisputed and that basis for challenging any amounts that are disputed.

6.2. Pay or arrange for payment of any undisputed amounts. 7. The Surety’s total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety.

8. 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 the Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 9. 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 payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 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. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or part of the Work is located after the expiration of one year from the date (1) on which the Claimant gave the notice required by Subparagraph 4.1 or Clause 4.2.3, 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. 12. Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 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 the 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. The intent is, that this Bond shall be construed as a statutory bond and not as a common law bond. 14. Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. DEFINITIONS: 15.1. 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 Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of 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.

15.2. Construction Contract: The agreement between the Owner and

the Contractor identified on the signature page, including all Contract Documents and changes thereto.

15.3. Owner Default: Failure of the Owner, which has neither been

remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof.

(FOR INFORMATION ONLY -- Name, Address and Telephone) AGENT or BROKER: OWNER’S REPRESENTATIVE (Architect, Engineer or other party):

Interest Bearing Deposit Agreement betweenCity of Laramie & Bank’s Name & Contractor’s Full Name

Page 1 of 5

Interest Bearing Deposit Agreement between the City of Laramie andBank’s Name and Contractor’s Full Name

IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II

1. Parties.This Contract entered into this _____ day of _______________, 20___by and between City of Laramie, Wyoming, (hereinafter referred to as “City”), whose address isP.O. Box C, Laramie, Wyoming 82073, Contractor’s Full Name (hereinafter referred to asContractor), whose address is ____________________, ____________________, ________ andBank’s Name, whose address is ____________________, ____________________, ________(hereinafter referred to as “Depository”).

2. Purpose of Agreement. The purpose of this Agreement is for theDepository to provide for the custodial care and servicing of any deposits placed by City in aninterest bearing deposit account of Contractor with Depository and assigned to City pursuant tothe Construction Contracts With Public Entities Act, Wyo. Stat. §16-6-701 et seq. and Paragraph4(B) of the contract between City and Contractor dated the _____ day of _______________,20___ (hereinafter referred to as the “Original Contract”) which is marked “Attachment A”, andattached hereto and incorporated herein.

3. Term of Agreement. This Agreement will remain in full force and effect untilthe Original Contract between City and Contractor is completed to the satisfaction of City, andthe City executes a written release to the Contractor.

4. Payment. City shall deposit in interest bearing deposit accounts withDepository, the withheld percentage under the original Contract when and as it becomes payable.

5. Responsibilities of Contractor.

A. Contractor shall establish interest bearing deposit accounts withDepository in the Contractor’s name and Contractor’s tax identification number for purposes ofreporting the interest and income on the account in Depository.

B. Contractor shall establish the interest bearing deposit accounts,authorizing City as the entity that may sign to release funds from the interest bearing depositsaccount with Depository.

C. Contractor shall pay all fees for establishing and maintaining the interestbearing deposit accounts with Depository. Any expense incurred shall be charged to Contractor.

D. When the Contract work has been fully completed, Contractor shallsubmit a form entitled, “Request for Release of Withheld Percentage” along with a swornstatement stating that all claims for material and labor performed under the Original Contracthave been made and that no liens or claims for unpaid materials, labor or equipment areoutstanding and written approval from any surety furnishing bonds for the contract work.

E. Contractor has no ownership interest in the interest bearing depositaccounts with Depository other than the reporting of the interest and income to the InternalRevenue Service. The funds held in the accounts with Depository shall not be listed byContractor as an asset on any document by or on behalf of the Contractor. In the event the

Interest Bearing Deposit Agreement betweenCity of Laramie & Bank’s Name & Contractor’s Full Name

Page 2 of 5

Contractor becomes insolvent or files bankruptcy, Contractor relinquishes to City all claims thatthe Contractor has or might make against the funds held in the accounts.

F. If it becomes necessary for City to take over the completion of theOriginal Contract, all amounts owed Contractor shall first be applied toward the cost ofcompletion of the Original Contract.

6. Responsibilities of Depository.

A. Depository shall maintain interest bearing deposit accounts in the nameof the Contractor, bearing Account Nos. ______________, _____________, and_______________.

B. Depository shall provide, and identify by name, an agent for theaccounts, at no cost to City.

C. City shall deposit certain sums with Depository in the interest bearingdeposit accounts. All deposited amounts shall not exceed ten percent (10%) of the invoicessubmitted by the Contractor. At no time shall the balance of the principal exceed the maximumamount insured through Depository’s applicable insurance program. Depository shall pledgesecurities to cover any deposits in excess of two hundred fifty thousand dollars ($250,000.00).

D. Depository shall notify City of the balance of the interest bearing depositaccounts immediately following each deposit made by City.

E. Depository shall collect the interest and income earned on all sumsdeposited to the interest bearing deposit accounts, and pay the interest to Contractor or asotherwise instructed by Contractor.

F. Depository shall not release, assign, transfer, or deliver, any of theprincipal sums in the interest bearing deposit accounts to Contractor or any other person or entityuntil such time as City shall give Depository written notice that release, assignment, transfer ordelivery of all or a certain portion of the said retained sums is authorized. Upon receipt of writtennotice from City, Depository shall deliver the authorized partial payment from the interest bearingdeposit accounts to Contractor, and give City written confirmation of the amount and date ofrelease specified. Thereafter, Depository shall not be liable to City or Contractor for the paymentof principal or interest earned on principal for sums delivered.

G. Depository shall release and deliver to City upon written demand, allretained sums upon presentation of evidence to Depository that Contractor has notified thebonding company, as surety for the particular Original Contract with City, that it cannot completethe terms of the Original Contract for any reason; provided however, that Depository shall not bebound by or required to take notice of any default or any other matter, nor be required to give anynotice of any default or any other matter, nor be required to give any notice or demand, not totake any other action whatsoever, except as provided by this Agreement.

H. The only individuals authorized to release sums from the interest bearingdeposit accounts to Contractor and obtain information regarding said accounts are listed in“Attachment B” which is attached hereto and incorporated herein.

Interest Bearing Deposit Agreement betweenCity of Laramie & Bank’s Name & Contractor’s Full Name

Page 3 of 5

7. Special Provisions.

A. This Agreement shall be deemed terminated when Depository hasdelivered all sums in the interest bearing deposit accounts in its custody, including principal andinterest, in accordance with the terms of this Agreement. However, under no circumstances shallDepository deliver any sums representing the principal to Contractor or any other person, prior toDepository’s receipt of written authorization for such action from City.

B. Depository shall hold and dispose of the retained sums delivered to it byCity in accordance with the terms and conditions of the Agreement. Depository is not a party to,nor bound by, an instrument or agreement other than this Agreement; and this Agreement andFederal Fund Disclosure rules shall be the sole and exclusive instruments controlling the termsand conditions of the account described herein.

C. Agreement consisting of four (4) pages, along with “AttachmentA” entitled Construction Contract Between City of Laramie & _________________________consisting of nine (9) pages, represents the entire and integrated agreement between the partiesand supersedes all prior negotiations, representations and agreements, whether written or oral.

INTENTIONALLY LEFT BLANK

Interest Bearing Deposit Agreement betweenCity of Laramie & Bank’s Name & Contractor’s Full Name

Page 4 of 5

8. Signatures. By signing this Agreement, the parties certify that they have readand understood it, that they agree to be bound by the terms of the Agreement, that they have theauthority to sign it, and that they have received a signed and dated copy of the Agreement.

City of Laramie, Wyoming:

______________________________________ __________________Authorized Signature Date

DEPOSITORY:

______________________________________ __________________Authorized Signature DateBank’s Full Name

CONTRACTOR:

_______________________________________ __________________Authorized Signature DateContractor’s Full Name

CITY ATTORNEY’S APPROVAL AS TO FORM:

_______________________________________ __________________City Attorney Date

INTEREST BEARING DEPOSIT AGREEMENT

Interest Bearing Deposit Agreement betweenCity of Laramie & Bank’s Name & Contractor’s Full Name

Page 5 of 5

Between theCity of Laramie, [[Financial Institution]], and [[Name of Contractor]]

Date: _________________________

ATTACHMENT B

Only the following individuals from the City of Laramie are authorized to release funds from theInterest Bearing Accounts established in this Agreement:

• [[Authorized to Release, Title]]• [[Authorized to Release, Title]]

APPLICATION FOR PAYMENT Contractor shall use the attached pay application as a monthly invoice for progress payments. AP - 1

Contractor’s Application For Payment No. ________ Application Period: Application Date:

To (Owner): From (Contractor): Via (Engineer)

Project: Contract:

Owner's Contract No.: Contractor's Project No.: Engineer's Project No.:

APPLICATION FOR PAYMENT

Change Order Summary

Approved Change Orders 1. ORIGINAL CONTRACT PRICE .......................................................... $

Number Additions Deductions 2. Net change by Change Orders ......................................................... $

3. CURRENT CONTRACT PRICE (Line 1 ± 2) ...................................... $

4. TOTAL COMPLETED AND STORED TO DATE

(Column F on Progress Estimate) .................................................. $

5. RETAINAGE:

a. _____ % x $_________________ Work Completed ..................... $

b. _____ % x $_________________ Stored Material ....................... $

c. Total Retainage (Line 5a + Line 5b) ........................................... $

6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5c) .............................. $

TOTALS 7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application) ....... $

8. AMOUNT DUE THIS APPLICATION .................................................. $

NET CHANGE BY 9. BALANCE TO FINISH, PLUS RETAINAGE

CHANGE ORDERS (Column G on Progress Estimate + Line 5 above) ......................... $

CONTRACTOR’S CERTIFICATION

The undersigned Contractor certifies that: (1) all previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with Work covered by prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to Owner at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to Owner indemnifying Owner against any such Liens, security interest or encumbrances); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.

Payment of: $____________________________________________________ (Line 8 or other - attach explanation of other amount) is recommended by: _____________________________________________________ _____________________ (Engineer) (Date) Payment of: $____________________________________________________ (Line 8 or other - attach explanation of other amount) is approved by: _____________________________________________________ _____________________

(Owner) (Date) By: Date: Approved by: _____________________________________________________ _____________________

Funding Agency (if applicable) (Date)

EJCDC No. C-620 (2002 Edition) Page 2 of 3 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.

Progress Estimate Contractor’s Application

For (contract): Application Number:

Application Period: Application Date:

A B Work Completed E F G

Item C D Total Completed % Balance to Specification Section No.

Description Scheduled Value

From Previous Application (C + D)

This Period Materials Presently Stored (not in C or D)

and Stored to Date (C + D + E)

(F) B

Finish (B - F)

Totals

EJCDC No. C-620 (2002 Edition) Page 2a of 3 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.

Progress Estimate Contractor’s Application

For (contract): Application Number:

Application Period: Application Date:

A B C D E F G

Item Bid Quantity

Unit Price

Bid Value

Estimated Quantity Installed

Value Materials Presently Stored

(not in C)

Total Completed and Stored to Date (D + E)

% (F) B

Balance to Finish (B - F)

Bid Item No. Description

Totals

EJCDC No. C-620 (2002 Edition) Page 3 of 3 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.

Stored Material Summary Contractor's Application

For (contract): Application Number:

Application Period: Application Date:

A B C D E F G

Invoice No. Shop Drawing Transmittal No. Materials Description

Stored Previously Stored this Month Incorporated in Work Materials Remaining

in Storage ($) (D + E - F)

Date (Month/Year)

Amount ($)

Amount ($)

Subtotal

Date (Month/Year)

Amount ($)

Totals

NOTE: At the completion of the project, the Contractor must return any unused portions of stored materials to their suppliers, and provide an accounting of any pertinent restocking fees or penalties. The City of Laramie will not take possession of these materials.

NP-1

[Notice to Proceed; rev 11.13.13]

[[ Date ]]

[[ Officer ]][[ Contractor Name ]][[ Address ]][[ Address ]]

RE: NOTICE TO PROCEEDIMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II

Dear [[ Officer ]]:

I have been informed by the City Clerk and City Attorney that your required submittals as set forth onpage two of the Contract Documents entitled “Submittals Required From Contractor”, and ContractDocuments are in order for the above noted Project. Therefore, you are hereby notified to proceed withthe Work. As a reminder, with the issuance of this Notice to Proceed, the contract times commence torun on [[ DATE TIMES BEGIN TO RUN ]], and the Construction Contract calls for work to commencewithin ________ days and to be completed within ________ calendar days of this notice, said completiondate being [[ REQUIRED COMPLETION DATE ]] [[ OR OTHER REQUIRED START &COMPLETION DATES AS SET FORTH IN THE BID DOCUMENTS]].

[[[ Please also be advised that we have set a preconstruction conference for _______________________in the _______________________. ]]]

Sincerely,

[[[ Project Manager ]]][[[ Title ]]]

Attachments: [[ MAY NEED TO SEND SUPPLEMENTAL SUBMITTAL LIST !! ]]

cc: [[[ APPROPRIATE DEPARTMENT HEAD(S) ]]][[[ APPROPRIATE DIVISION MANAGER(S) ]]]Sue Morris-Jones, MMC, City Clerk

CERTIFICATE OF SUBSTANTIAL COMPLETION Engineer will issue the Certificate of Substantial Completion in accordance with the requirements of these specifications on this form. CSC - 1

EJCDC No. C-625 (2002 Edition) Page 1 of 1 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.

Certificate of Substantial Completion Project: Owner: Owner's Contract No.:

Contract: Date of Contract:

Contractor: Engineer's Project No.:

This [tentative] [definitive] Certificate of Substantial Completion applies to:

All Work under the Contract Documents: The following specified portions:

Date of Substantial Completion

The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below. A [tentative] [revised tentative] [definitive] list of items to be completed or corrected, is attached hereto. This list may not be all-inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as provided in the Contract Documents except as amended as follows: Amended Responsibilities Not Amended

Owner's Amended Responsibilities:

Contractor's Amended Responsibilities:

The following documents are attached to and made part of this Certificate:

This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents.

Executed by Engineer Date

Accepted by Contractor Date

Accepted by Owner Date

CERTIFICATE OF FINAL COMPLETION Engineer will issue the Certificate of Final Completion in accordance with the requirements of these specifications on this form. CFC - 1

Page 1 of 1

Certificate of Final Completion Project: Owner: Owner's Contract No.:

Contract: Date of Contract:

Contractor: Engineer's Project No.:

This Certificate of Final Completion applies to:

All Work under the Contract Documents: The following specified portions:

Date of Final Completion

The Work to which this Certificate applies has been reviewed and inspected by authorized representatives of Owner, Contractor and Engineer, and found to be finally complete. The Date of Final Completion of the Project or portion thereof designated above is hereby declared and is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below.

This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents.

Executed by Engineer Date

Accepted by Contractor Date

Accepted by Owner Date

AFF-1

CONTRACTOR'S AFFIDAVIT OF PAYMENT IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II STATE OF WYOMING ) ) ss. COUNTY OF ALBANY ) As required by the Contract Documents for the IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II PROJECT and Section 16-6-117, W.S. 1977, I ________-___________________ being duly sworn under oath according to law, do hereby affirm and swear that all claims for materials and labor performed under the Contract have been and are paid for the entire period of time for which the Final Payment is to be made. ____________________________________ signature ____________________________________ title STATE OF WYOMING ) ) ss. COUNTY OF ALBANY ) ______________________________, being first duly sworn, deposes and says that he is duly

authorized _________________________ (agent, president, partner, etc.) of the claimant,

________________________________________ (corporation, partnership, business name, etc.); that he

has read the above and foregoing statement of claim, knows the contents thereof, and affirms that the

matters and things stated therein are true.

____________________________________ signature ACKNOWLEDGEMENT STATE OF WYOMING ) ) SS COUNTY OF ALBANY ) The foregoing instrument was subscribed and sworn to before me by ____________________ this _____ day of ____________________, 200___. Witness my hand and official seal. ____________________________________ Notary Public My Commission expires ____________________.

ADDENDA & MODIFICATIONS

A-1

ADDENDUM NUMBER [ ]

IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II

BID DATE: ________________

This Addendum forms a part of the Bidding Documents and modifies the original Project Manual anddrawings for the IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II. Receipt of thisAddendum must be acknowledged in the space provided on the Bid Form at the time that the Bid issubmitted. Failure to do so may subject the Bidder to disqualification.

The intent of this Addendum is to [[ DESCRIBE GENERAL INTENTION OF ADDENDUM]].

The following changes are hereby made to the Contract Documents:

[[ LIST CHANGES, ETC. ]]

APPROVED BY ____________________________________________ DATE ______________[[ City Engineer / City Project Manager ]]

*** End of ADDENDUM ***

WORK CHANGE DIRECTIVE If required, the Engineer will issue the Work Change Directive in accordance with the requirements of these specifications on this form. WCD - 1

EJCDC No. C-940 (2002 Edition) Page 1 of 1 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.

Work Change Directive No.

Date of Issuance: Effective Date:

Project:

Owner:

Owner's Contract No.:

Contract:

Date of Contract:

Contractor:

Engineer's Project No.:

You are directed to proceed promptly with the following change(s):

Item No. Description

Attachments (list documents supporting change):

Purpose for Work Change Directive:

Authorization for Work described herein to proceed on the basis of Cost of the Work due to:

Nonagreement on pricing of proposed change. Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time.

Estimated change in Contract Price and Contract Times:

Contract Price $ (increase/decrease) Contract Time (increase/decrease) days

If the change involves an increase, the estimated amounts are not to be exceeded without further authorization.

Recommended for Approval by Engineer: Date

Authorized for Owner by: Date

Accepted for Contractor by: Date

Approved by Funding Agency (if applicable): Date:

CHANGE ORDER If required, the Engineer will issue a Change Order in accordance with the requirements of these specifications on this form. CO - 1

EJCDC No. C-941 (2002 Edition) Page 1 of 1 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.

Change Order No. ___________

Date of Issuance: Effective Date:

Project: Owner: Owner's Contract No.:

Contract: Date of Contract:

Contractor: Engineer's Project No.:

The Contract Documents are modified as follows upon execution of this Change Order: Description:

Attachments: (List documents supporting change):

CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES:

Original Contract Price: Original Contract Times: Working days Calendar days Substantial completion (days or date):

$ Ready for final payment (days or date):

[Increase] [Decrease] from previously approved Change Orders No.____________ to No.____________:

[Increase] [Decrease] from previously approved Change Orders No.____________ to No.____________:

Substantial completion (days):

$ Ready for final payment (days):

Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion (days or date):

$ Ready for final payment (days or date):

[Increase] [Decrease] of this Change Order: [Increase] [Decrease] of this Change Order: Substantial completion (days or date):

$ Ready for final payment (days or date):

Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion (days or date):

$ Ready for final payment (days or date):

RECOMMENDED: ACCEPTED: ACCEPTED:

By: By: By: Engineer (Authorized Signature) Owner (Authorized Signature) Contractor (Authorized Signature)

Date: Date: Date:

Approved by Funding Agency (if applicable): Date:

FIELD ORDER If required, the Engineer will issue the Field Order in accordance with the requirements of these specifications on this form. FO - 1

EJCDC No. C-942 (2002 Edition) Page 1 of 1 Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute.

Field Order No.

Date of Issuance: Effective Date:

Project:

Owner:

Owner's Contract No.:

Contract:

Date of Contract:

Contractor:

Engineer's Project No.:

Attention: You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 9.05A., for minor changes in the Work without changes in Contract Price or Contract Times. If you consider that a change in Contract Price or Contract Times is required, please notify the Engineer immediately and before proceeding with this Work.

Reference:

(Specification Section(s)) (Drawing(s) / Detail(s))

Description:

Attachments:

Engineer:

Receipt Acknowledged by (Contractor): Date:

Copy to Owner

CONDITIONS OF CONTRACTS

GC-1

GENERAL CONDITIONS The General Conditions governing this Project shall be the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT (EJCDC C-700) (2002 Edition), prepared by the Engineers Joint Contract Documents Committee and issued and published jointly by the American Council of Engineering Companies, the National Society of Professional Engineers, and the American Society of Civil Engineers. Said STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT shall be in full force except as modified herein by the SUPPLEMENTARY CONDITIONS.

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law.

STANDARD GENERAL CONDITIONS

OF THE CONSTRUCTION CONTRACT

Prepared by

ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE

and

Issued and Published Jointly By

PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the

NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS ___________________

AMERICAN COUNCIL OF ENGINEERING COMPANIES

___________________

AMERICAN SOCIETY OF CIVIL ENGINEERS

This document has been approved and endorsed by

The Associated General Contractors of America

Construction Specifications Institute

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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Copyright ©2002

National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314

American Council of Engineering Companies

1015 15th Street, N.W., Washington, DC 20005

American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400

These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. C-800) (2002 Edition).

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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TABLE OF CONTENTS

Page ARTICLE 1 - DEFINITIONS AND TERMINOLOGY .............................................................................................................. 6

1.01 Defined Terms .......................................................................................................................................................... 6 1.02 Terminology ............................................................................................................................................................. 8

ARTICLE 2 - PRELIMINARY MATTERS ............................................................................................................................... 9 2.01 Delivery of Bonds and Evidence of Insurance ......................................................................................................... 9 2.02 Copies of Documents ............................................................................................................................................... 9 2.03 Commencement of Contract Times; Notice to Proceed ........................................................................................... 9 2.04 Starting the Work ..................................................................................................................................................... 9 2.05 Before Starting Construction ................................................................................................................................... 9 2.06 Preconstruction Conference .................................................................................................................................... 9 2.07 Initial Acceptance of Schedules ............................................................................................................................... 9

ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ...................................................................... 10 3.01 Intent ...................................................................................................................................................................... 10 3.02 Reference Standards .............................................................................................................................................. 10 3.03 Reporting and Resolving Discrepancies ................................................................................................................ 10 3.04 Amending and Supplementing Contract Documents .............................................................................................. 11 3.05 Reuse of Documents ............................................................................................................................................... 11 3.06 Electronic Data ...................................................................................................................................................... 11

ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS ................................................................................................ 11

4.01 Availability of Lands .............................................................................................................................................. 11 4.02 Subsurface and Physical Conditions ...................................................................................................................... 12 4.03 Differing Subsurface or Physical Conditions ........................................................................................................ 12 4.04 Underground Facilities .......................................................................................................................................... 13 4.05 Reference Points .................................................................................................................................................... 13 4.06 Hazardous Environmental Condition at Site ......................................................................................................... 13

ARTICLE 5 - BONDS AND INSURANCE ............................................................................................................................. 14 5.01 Performance, Payment, and Other Bonds .............................................................................................................. 14 5.02 Licensed Sureties and Insurers .............................................................................................................................. 15 5.03 Certificates of Insurance ........................................................................................................................................ 15 5.04 Contractor’s Liability Insurance ........................................................................................................................... 15 5.05 Owner’s Liability Insurance .................................................................................................................................. 16 5.06 Property Insurance ................................................................................................................................................ 16 5.07 Waiver of Rights ..................................................................................................................................................... 17 5.08 Receipt and Application of Insurance Proceeds .................................................................................................... 17 5.09 Acceptance of Bonds and Insurance; Option to Replace ....................................................................................... 17 5.10 Partial Utilization, Acknowledgment of Property Insurer ..................................................................................... 18

ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES .......................................................................................................... 18 6.01 Supervision and Superintendence .......................................................................................................................... 18 6.02 Labor; Working Hours ........................................................................................................................................... 18 6.03 Services, Materials, and Equipment ...................................................................................................................... 18 6.04 Progress Schedule .................................................................................................................................................. 18 6.05 Substitutes and “Or-Equals” ................................................................................................................................. 19 6.06 Concerning Subcontractors, Suppliers, and Others............................................................................................... 20 6.07 Patent Fees and Royalties ...................................................................................................................................... 21 6.08 Permits ................................................................................................................................................................... 21 6.09 Laws and Regulations ............................................................................................................................................ 21 6.10 Taxes ...................................................................................................................................................................... 22 6.11 Use of Site and Other Areas ................................................................................................................................... 22 6.12 Record Documents ................................................................................................................................................. 22 6.13 Safety and Protection ............................................................................................................................................. 22 6.14 Safety Representative ............................................................................................................................................. 23 6.15 Hazard Communication Programs ........................................................................................................................ 23

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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6.16 Emergencies ........................................................................................................................................................... 23 6.17 Shop Drawings and Samples ................................................................................................................................. 23 6.18 Continuing the Work .............................................................................................................................................. 24 6.19 Contractor’s General Warranty and Guarantee .................................................................................................... 24 6.20 Indemnification ...................................................................................................................................................... 24 6.21 Delegation of Professional Design Services .......................................................................................................... 25

ARTICLE 7 - OTHER WORK AT THE SITE ......................................................................................................................... 25 7.01 Related Work at Site............................................................................................................................................... 25 7.02 Coordination .......................................................................................................................................................... 26 7.03 Legal Relationships ................................................................................................................................................ 26

ARTICLE 8 - OWNER’S RESPONSIBILITIES ...................................................................................................................... 26 8.01 Communications to Contractor .............................................................................................................................. 26 8.02 Replacement of Engineer ....................................................................................................................................... 26 8.03 Furnish Data .......................................................................................................................................................... 26 8.04 Pay When Due ....................................................................................................................................................... 26 8.05 Lands and Easements; Reports and Tests .............................................................................................................. 26 8.06 Insurance ............................................................................................................................................................... 26 8.07 Change Orders ....................................................................................................................................................... 26 8.08 Inspections, Tests, and Approvals .......................................................................................................................... 26 8.09 Limitations on Owner’s Responsibilities ............................................................................................................... 27 8.10 Undisclosed Hazardous Environmental Condition ................................................................................................ 27 8.11 Evidence of Financial Arrangements ..................................................................................................................... 27

ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION ..................................................................................... 27 9.01 Owner’s Representative ......................................................................................................................................... 27 9.02 Visits to Site ........................................................................................................................................................... 27 9.03 Project Representative ........................................................................................................................................... 27 9.04 Authorized Variations in Work .............................................................................................................................. 27 9.05 Rejecting Defective Work ....................................................................................................................................... 27 9.06 Shop Drawings, Change Orders and Payments ..................................................................................................... 28 9.07 Determinations for Unit Price Work ...................................................................................................................... 28 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work ................................................... 28 9.09 Limitations on Engineer’s Authority and Responsibilities ..................................................................................... 28

ARTICLE 10 - CHANGES IN THE WORK; CLAIMS ........................................................................................................... 28 10.01 Authorized Changes in the Work ........................................................................................................................... 28 10.02 Unauthorized Changes in the Work ....................................................................................................................... 29 10.03 Execution of Change Orders .................................................................................................................................. 29 10.04 Notification to Surety ............................................................................................................................................. 29 10.05 Claims .................................................................................................................................................................... 29

ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK .................................................................. 30 11.01 Cost of the Work .................................................................................................................................................... 30 11.02 Allowances ............................................................................................................................................................. 31 11.03 Unit Price Work ..................................................................................................................................................... 31

ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES ..................................................... 32 12.01 Change of Contract Price ...................................................................................................................................... 32 12.02 Change of Contract Times ..................................................................................................................................... 33 12.03 Delays .................................................................................................................................................................... 33

ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK ....... 33 13.01 Notice of Defects .................................................................................................................................................... 33 13.02 Access to Work ....................................................................................................................................................... 33 13.03 Tests and Inspections ............................................................................................................................................. 33 13.04 Uncovering Work ................................................................................................................................................... 34 13.05 Owner May Stop the Work ..................................................................................................................................... 34 13.06 Correction or Removal of Defective Work ............................................................................................................. 34 13.07 Correction Period .................................................................................................................................................. 34 13.08 Acceptance of Defective Work ............................................................................................................................... 35 13.09 Owner May Correct Defective Work...................................................................................................................... 35

ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION .............................................................................. 36 14.01 Schedule of Values ................................................................................................................................................. 36 14.02 Progress Payments ................................................................................................................................................ 36 14.03 Contractor’s Warranty of Title .............................................................................................................................. 37 14.04 Substantial Completion .......................................................................................................................................... 37

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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14.05 Partial Utilization .................................................................................................................................................. 38 14.06 Final Inspection ..................................................................................................................................................... 38 14.07 Final Payment ........................................................................................................................................................ 38 14.08 Final Completion Delayed ..................................................................................................................................... 39 14.09 Waiver of Claims ................................................................................................................................................... 39

ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION ......................................................................................... 39 15.01 Owner May Suspend Work ..................................................................................................................................... 39 15.02 Owner May Terminate for Cause ........................................................................................................................... 39 15.03 Owner May Terminate For Convenience ............................................................................................................... 40 15.04 Contractor May Stop Work or Terminate .............................................................................................................. 40

ARTICLE 16 - DISPUTE RESOLUTION ................................................................................................................................ 41 16.01 Methods and Procedures ....................................................................................................................................... 41

ARTICLE 17 - MISCELLANEOUS ......................................................................................................................................... 41 17.01 Giving Notice ......................................................................................................................................................... 41 17.02 Computation of Times ............................................................................................................................................ 41 17.03 Cumulative Remedies ............................................................................................................................................. 41 17.04 Survival of Obligations .......................................................................................................................................... 41 17.05 Controlling Law ..................................................................................................................................................... 41 17.06 Headings ....................................................................................................................... 41

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda--Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement--The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 3. Application for Payment--The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos--Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Bid--The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidder--The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents--The Bidding Requirements and the proposed Contract Documents (including all Addenda). 8. Bidding Requirements--The Advertisement or Invitation to Bid, Instructions to Bidders, bid security of acceptable form, if any, and the Bid Form with any supplements.

9. Change Order--A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim--A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract--The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 12. Contract Documents-- Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor’s submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 13. Contract Price--The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times--The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any, (ii) achieve Substantial Completion; and (iii) com-plete the Work so that it is ready for final payment as evidenced by Engineer’s written recommendation of final payment. 15. Contractor--The individual or entity with whom Owner has entered into the Agreement. 16. Cost of the Work--See Paragraph 11.01.A for definition. 17. Drawings--That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 18. Effective Date of the Agreement--The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer--The individual or entity named as such in the Agreement.

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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20. Field Order--A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21. General Requirements--Sections of Division 1 of the Specifications. The General Requirements pertain to all sections of the Specifications. 22. Hazardous Environmental Condition--The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto in connection with the Work. 23. Hazardous Waste--The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations--Any and all applicable laws, rules, regulations, ordinanc-es, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 25. Liens--Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 26. Milestone--A principal event specified in the Contract Documents relating to an intermediate comple-tion date or time prior to Substantial Completion of all the Work. 27. Notice of Award--The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 28. Notice to Proceed--A written notice given by Owner to Contractor fixing the date on which the Con-tract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 29. Owner--The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs--Polychlorinated biphenyls. 31. Petroleum--Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils.

32. Progress Schedule--A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Times. 33. Project--The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 34. Project Manual--The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 35. Radioactive Material--Source, special nucle-ar, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 36. Related Entity -- An officer, director, partner, employee, agent, consultant, or subcontractor. 37. Resident Project Representative--The autho-rized representative of Engineer who may be assigned to the Site or any part thereof. 38. Samples--Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 39. Schedule of Submittals--A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 40. Schedule of Values--A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor’s Applications for Payment. 41. Shop Drawings--All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 42. Site--Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 43. Specifications--That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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administrative requirements and procedural matters applicable thereto. 44. Subcontractor--An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 45. Substantial Completion--The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms “substantially complete” and “substantially completed” as applied to all or part of the Work refer to Substantial Completion thereof. 46. Successful Bidder--The Bidder submitting a responsive Bid to whom Owner makes an award. 47. Supplementary Conditions--That part of the Contract Documents which amends or supplements these General Conditions. 48. Supplier--A manufacturer, fabricator, suppli-er, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or any Subcontractor. 49. Underground Facilities--All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 50. Unit Price Work--Work to be paid for on the basis of unit prices. 51. Work--The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 52. Work Change Directive--A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times

but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The following words or terms are not defined but, when used in the Bidding Requirements or Contract Documents, have the following meaning. B. Intent of Certain Terms or Adjectives 1. The Contract Documents include the terms “as allowed,” “as approved,” “as ordered”, “as directed” or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action or determination will be solely to evaluate, in general, the Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day 1. The word “day” means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it:

a. does not conform to the Contract Documents, or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents, or c. has been damaged prior to Engineer’s -recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05).

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E. Furnish, Install, Perform, Provide 1. The word “furnish,” when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word “install,” when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words “perform” or “provide,” when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When “furnish,” “install,” “perform,” or “pro-vide” is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, “provide” is implied. F. Unless stated otherwise in the Contract Docu-ments, words or phrases which have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 - PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 2.02 Copies of Documents A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement

or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. In no event will the Contract Times com-mence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. 2.05 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule; indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdi-vides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.06 Preconstruction Conference A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer.

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1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work nor interfere with or relieve Contractor from Contractor’s full responsibility therefor. 2. Contractor’s Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor’s Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Docu-ments. Any labor, documentation, services, materials, or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regula-tions in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual or code, or any instruction of a

Supplier shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, or Engineer, or any of, their Related Entities, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake respon-sibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies 1. Contractor’s Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor may discover and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor’s Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents or between the Contract Documents and any provision of any Law or Regulation applicable to the performance of the Work or of any standard, specification, manual or code, or of any instruction of any Supplier, Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambigu-ity, or discrepancy in the Contract Documents unless Contractor knew or reasonably should have known thereof. B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and:

a. the provisions of any standard, specification, manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or

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b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in viola-tion of such Law or Regulation).

3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order; 2. Engineer’s approval of a Shop Drawing or Sample; (Subject to the provisions of Paragraph 6.17.D.3); or 3. Engineer’s written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier or other individual or entity performing or furnishing all of the Work under a direct or indirect contract with Contractor, shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or Engineer’s consultants, including electronic media editions; or 2. reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaption by Engineer. B. The prohibition of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Copies of data furnished by Owner or Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained

or derived from such electronic files will be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data’s creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party.. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data’s creator. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner’s furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner’s interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment.

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4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Contract Documents; and 2. those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Contract Documents. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Except for such reliance on such “technical data,” Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsur-face or physical condition at or contiguous to the Site that is uncovered or revealed either: 1. is of such a nature as to establish that any “technical data” on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or

4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connec-tion therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer’s Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer’s findings and conclusions. C. Possible Price and Times Adjustments 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor’s cost of, or time required for, performance of the Work; subject, however, to the following:

a. such condition must meet any one or more of the categories described in Paragraph 4.03.A; and b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03.

2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if:

a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, explo-ration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or

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c. Contractor failed to give the written notice as required by Paragraph 4.03.A.

3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, Owner and Engineer, and any of their Related Entities shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Sup-plementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for:

a. reviewing and checking all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction, and d. the safety and protection of all such Under-ground Facilities and repairing any damage thereto resulting from the Work.

B. Not Shown or Indicated 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will

promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Under-ground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 4.05 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer’s judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the Engineer in the preparation of the Contract Documents. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Except for such reliance on such “technical data,” Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to:

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1. the completeness of such reports and drawings for Contractor’s purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or re-vealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered to Contractor written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stop-page or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to

entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner’s own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Owner to indemnify any individual or entity from and against the conse-quences of that individual’s or entity’s own negligence. H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence. I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified

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in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Compa-nies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent’s authority to act. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. 5.04 Contractor’s Liability Insurance A. Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection

from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor’s employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sus-tained:

a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person for any other reason;

5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insured (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified in the Supple-mentary Conditions, all of whom shall be listed as addi-tional insureds, and include coverage for the respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater;

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3. include completed operations insurance; 4. include contractual liability insurance covering Contractor’s indemnity obligations under Paragraphs 6.11 and 6.20; 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 6. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 7. with respect to completed operations insur-ance, and any insurance coverage written on a claims-made basis, remain in effect for at least two years after final payment.

a. Contractor shall furnish Owner and each other additional insured identified in the Supple-mentary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter.

5.05 Owner’s Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner’s option, may purchase and maintain at Owner’s expense Owner’s own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. 5.06 Property Insurance A. Unless otherwise provided in the Supple-mentary Conditions, Owner 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 the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured;

2. be written on a Builder’s Risk “all-risk” or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, (other than caused by flood) and such other perils or causes of loss as may be specifi-cally required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; 5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Owner shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. C. All the policies of insurance (and the certifi-cates or other evidence thereof) required to be purchased and maintained in accordance with Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accor-dance with Paragraph 5.07. D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any

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deductible amounts that are identified in the Supple-mentary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser’s own expense. E. If Contractor requests in writing that other special insurance be included in the property insurance policies provided under Paragraph 5.06, Owner shall, if possible, include such insurance, and the cost thereof will be charged to Contractor by appropriate Change Order. Prior to commencement of the Work at the Site, Owner shall in writing advise Contractor whether or not such other insurance has been procured by Owner. 5.07 Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supple-mentary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insured or additional insured (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them for:

1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner’s property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order . B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner’s exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties. 5.09 Acceptance of Bonds and Insurance; Option to Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract

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Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by Paragraph 2.01.B. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Property Insurer A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6 - CONTRACTOR’S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superin-tendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. The superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communications given to or

received from the superintendent shall be binding on Contractor. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Docu-ments. Contractor shall at all times maintain good disci-pline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner’s written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below.

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1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjust-ments will comply with any provisions of the General Re-quirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. 6.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. 1. “Or-Equal” Items: If in Engineer’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an “or-equal” item, in which case review and approval of the proposed item may, in Engineer’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if:

a. in the exercise of reasonable judgment Engineer determines that:

1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole, 3) it has a proven record of performance and availability of responsive service; and

b. Contractor certifies that, if approved and incorporated into the Work:

1) there will be no increase in cost to the Owner or increase in Contract Times, and

2) it will conform substantially to the detailed requirements of the item named in the Contract Documents.

2. Substitute Items

a. If in Engineer’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 6.05.A.1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow Engineer to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as supplemented in the General Requirements and as Engineer may decide is appropriate under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application:

1) shall certify that the proposed substi-tute item will:

a) perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified;

2) will state:

a) the extent, if any, to which the use of the proposed substitute item will preju-dice Contractor’s achievement of Substantial Completion on time; b) whether or not use of the proposed substitute item in the Work will require a change in any of the Contract Docu-ments (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item; and

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c) whether or not incorporation or use of the proposed substitute item in con-nection with the Work is subject to payment of any license fee or royalty;

3) will identify:

a) all variations of the proposed substitute item from that specified , and b) available engineering, sales, maintenance, repair, and replacement services;

4) and shall contain an itemized esti-mate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change,

B. Substitute Construction Methods or Proce-dures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2. C. Engineer’s Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No “or equal” or substitute will be ordered, installed or utilized until Engineer’s review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an “or equal.” Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor’s expense a special performance guarantee or other surety with respect to any substitute. E. Engineer’s Cost Reimbursement: Engineer will record Engineer’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B Whether or not Engineer approves a substitute item so proposed or submitted by Contractor, Contractor shall reimburse Owner for the charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the charges of Engineer for making changes in the Contract

Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcon-tractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.B), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner’s acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reason-able objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued . No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall consti-tute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity, nor 2. shall anything in the Contract Documents create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities per-forming or furnishing any of the Work to communicate with Engineer through Contractor. F. The divisions and sections of the Specifica-tions and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcon-tractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appro-priate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as an additional insured on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, and Engineer,, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents.

B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.08 Permits A. Unless otherwise provided in the Supple-mentary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. 6.09 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applica-ble to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05.

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6.10 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas 1. Contractor shall confine construction equip-ment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the com-pletion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents.

D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engi-neer for Owner. 6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precau-tions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Draw-

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ings or Specifications or to the acts or omissions of Owner or Engineer or , or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). D. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordi-nating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protec-tion of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accor-dance with the acceptable Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings

a. Submit number of copies specified in the General Requirements.

b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D.

2. Samples: Contractor shall also submit Samples to Engineer for review and approval in accor-dance with the acceptable schedule of Shop Drawings and Sample submittals.

a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D.

B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals , any related Work performed prior to Engineer’s review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, Contractor shall have determined and verified:

a. all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; b. the suitability of all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; c. all information relative to Contractor’s responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto; and d. shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents.

2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor’s obligations under the Contract Documents

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with respect to Contractor’s review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations, that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawing’s or Sample Submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submit-ted to Engineer for review and approval of each such variation. D. Engineer’s Review 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Docu-ments. 2. Engineer’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of con-struction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer’s review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer’s review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures 1. Contractor shall make corrections required by Engineer and shall return the required number of cor-rected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or

disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its Related Entities shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Sub-contractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptabil-ity by Engineer; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 6.20 Indemnification A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or

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arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable . B. In any and all claims against Owner or Engineer or any of their respective consultants, agents, officers, directors, partners, or employees by any employ-ee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers’ compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer’s officers, directors, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal

shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer’s review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer’s review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. ARTICLE 7 - OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner’s employees, or via other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Con-tract Documents, then: 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner and Owner, if Owner is performing other work with Owner’s employees, proper and safe access to the Site, a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and shall properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and

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properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering their work and will only cut or alter their work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects and deficiencies in such other work. 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Condi-tions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibili-ties will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 7.03 Legal Relationships A. Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor’s actions or inactions. C. Contractor shall be liable to Owner and any other contractor for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor’s action or inactions.

ARTICLE 8 - OWNER’S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 8.02 Replacement of Engineer A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.C and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. Owner’s duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner’s identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the Contract Documents. 8.06 Insurance A. Owner’s responsibilities, if any, in respect to purchasing and maintaining liability and property insur-ance are set forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. Owner’s responsibility in respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B.

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8.09 Limitations on Owner’s Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Hazardous Environmental Condition A. Owner’s responsibility in respect to an undis-closed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements A. If and to the extent Owner has agreed to furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner’s obligations under the Contract Documents, Owner’s responsibility in respect thereof will be as set forth in the Supplementary Conditions. ARTICLE 9 - ENGINEER’S STATUS DURING CONSTRUCTION 9.01 Owner’s Representative A. Engineer will be Owner’s representative during the construction period. The duties and responsi-bilities and the limitations of authority of Engineer as Owner’s representative during construction are set forth in the Contract Documents and will not be changed without written consent of Owner and Engineer. 9.02 Visits to Site A. Engineer will make visits to the Site at inter-vals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer’s efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep

Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer’s visits and observations are subject to all the limitations on Engineer’s authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer’s consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Docu-ments. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment , a Claim may be made therefor as provided in Paragraph 10.05. 9.05 Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed.

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9.06 Shop Drawings, Change Orders and Payments A. In connection with Engineer’s authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. B. In connection with Engineer’s authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer’s authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer’s authority as to Applications for Payment, see Article 14. 9.07 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer’s preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer’s written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believe that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer’s decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. C. Engineer’s written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show

partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limitations on Engineer’s Authority and Responsibilities A. Neither Engineer’s authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be respon-sible for Contractor’s failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer’s review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the require-ments of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with the Contract Documents. E. The limitations upon authority and responsi-bility set forth in this Paragraph 9.09 shall also apply to, the Resident Project Representative, if any, and assistants, if any. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall

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promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized Changes in the Work A.Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.B. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropri-ate Change Orders recommended by Engineer covering: 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner’s correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any bond to be given to a surety, the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change.

10.05 Claims A. Engineer’s Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim, shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant’s last submittal (unless Engineer allows additional time). C. Engineer’s Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part, 2. approve the Claim, or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer’s sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer’s written action under Paragraph 10.05.C or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial.

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F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items, and shall not include any of the costs itemized in Paragraph 11.01.B. 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time at the Site. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers’ compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make pay-ments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive

bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor’s Cost of the Work and fee shall be determined in the same manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not limited to Engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following:

a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and mainte-nance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the perfor-mance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equip-ment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph

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5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor’s fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expresses, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain.

B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attor-neys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor’s fee. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.01.A and 11.01.B.

C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances 1. Contractor agrees that:

a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor’s costs for unloading and handling on the Site, labor, installation , overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid.

C. Contingency Allowance

1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work

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times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor’s overhead and profit for each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and signifi-cantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by applica-tion of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or

2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor’s fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor’s Fee: The Contractor’s fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work:

a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor’s fee shall be 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractor’s fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraph 12.01.C.2.a is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor’s fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor’s fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive.

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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12.02 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 12.03 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplat-ed by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times , or both. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times. C If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor’s ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of Engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project.

E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspecting, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s Site safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by Paragraphs 13.03.C and 13.03.D below; 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.B shall be paid as provided in said Paragraph 13.04.C; and 3. as otherwise specifically provided in the Con-tract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner’s and Engineer’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, it must, if requested by Engineer, be uncovered for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense unless Contractor has given Engineer timely notice of Contractor’s intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer’s observation and replaced at Contractor’s expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If, the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and

reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner’s special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work re-moved and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications . D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. E. Contractor’s obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer’s recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner’s evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer’s recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the

Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, take posses-sion of Contractor’s tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner’s representatives, agents and employees, Owner’s other contractors, and Engineer and Engineer’s consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor’s defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner’s rights and remedies under this Paragraph 13.09.

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ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The Schedule of Values established as provid-ed in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Applica-tion for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner’s interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications 1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer’s recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer’s

observations on the Site of the executed Work as an experienced and qualified design professional and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer’s knowledge, information and belief:

a. the Work has progressed to the point indicat-ed; b. the quality of the Work is generally in accor-dance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and to any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor’s being entitled to such payment appear to have been fulfilled in so far as it is Engineer’s responsibility to observe the Work.

3. By recommending any such payment Engineer will not thereby be deemed to have represented that:

a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsi-bilities specifically assigned to Engineer in the Contract Documents; or b. that there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor.

4. Neither Engineer’s review of Contractor’s Work for the purposes of recommending payments nor Engineer’s recommendation of any payment, including final payment, will impose responsibility on Engineer:

a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor’s failure to comply with Laws and Regulations applicable to Contractor’s performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens.

5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer’s opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subse-quently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer’s opinion to protect Owner from loss because:

a. the Work is defective, or completed Work has been damaged, requiring correction or replace-ment; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A.

C. Payment Becomes Due 1. Ten days after presentation of the Application for Payment to Owner with Engineer’s recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment 1. Owner may refuse to make payment of the full amount recommended by Engineer because:

a. claims have been made against Owner on account of Contractor’s performance or furnish-ing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A.

2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor corrects to Owner’s satisfaction the reasons for such action. 3. If it is subsequently determined that Owner’s refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1. 14.03 Contractor’s Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Promptly after Contractor’s notification, , Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will within 14 days after submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner’s objections, Engineer considers the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or correct-ed) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner.

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D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommen-dation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer’s issuing the definitive certificate of Substantial Completion, Engineer’s aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to complete or correct items on the tentative list. 14.05 Partial Utilization A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work, subject to the following condi-tions. 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor will certify to Owner and Engineer that such part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substan-tially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto.

4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance certificates of inspection, marked-up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by:

a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.B.7; b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work.

3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner or Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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satisfactory to Owner to indemnify Owner against any Lien. B. Engineer’s Review of Application and Acceptance 1. If, on the basis of Engineer’s observation of the Work during construction and final inspection, and Engineer’s review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor’s other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer’s recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicat-ing in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying docu-mentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer’s recommendation, including but not limited to liquidated damages, will become due and , will be paid by Owner to Contractor. 14.08 Final Completion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor’s final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute:

1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor’s continuing obligations under the Contract Documents; and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjust-ment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: 1. Contractor’s persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor’s disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor’s disregard of the authority of Engineer; or 4. Contractor’s violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety ) seven days written notice of its intent to terminate the services of Contractor:

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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1. exclude Contractor from the Site, and take possession of the Work and of all Contractor’s tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion), 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere, and 3. complete the Work as Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph Owner shall not be required to obtain the lowest price for the Work performed. D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor’s services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor’s services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B, and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items):

1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor’s stopping the Work as permitted by this Paragraph.

EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer’s action under Paragraph 10.05.C or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions, or 2. agrees with the other party to submit the Claim to another dispute resolution process, or 3. gives written notice to the other party of their intent to submit the Claim to a court of competent jurisdiction. ARTICLE 17 - MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if:

1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regula-tions, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warran-ties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu-ments, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 17.06 Headings

A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions.

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SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (EJCDC C-700) (2002 Edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. SC-1 DEFINITIONS. The terms used in these Supplementary Conditions which are defined in the Standard General Conditions of the Construction Contract (EJCDC C-700, 2002 Edition) have the meanings assigned to them in the General Conditions except as modified herein. 1.01 A. 7. Amend Paragraph 1.01 A. 7. of the General Conditions to read as follows: 7. Bidding Documents--All Contract Documents issued prior to receipt of Bids. 1.01 A. 12. Amend Paragraph 1.01 A. 12. of the General Conditions to read as follows: 12. Contract Documents--The Advertisement to Bid, Instructions to Bidders, Qualification Form, Addenda (which pertain to the Contract Documents), the Agreement, Contractor's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, the General Conditions, these Supplementary Conditions, the Specifications, the Supplementary Specifications, the Special Provisions and the Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and Engineer's written interpretations and clarifications issued pursuant to Article 3.04 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to Articles 6.17 D. and the reports and drawings referred to in Paragraphs 4.02 A.1. and 4.02 B.2 are not Contract Documents. SC-2 PRELIMINARY MATTERS. 2.01 Amend Paragraph 2.01 B. of the General Conditions to read as follows: B. Evidence of Insurance: Before any Work at the site is started, Contractor shall deliver to Owner certificates of insurance (and other evidence of insurance requested by Owner) which Contractor is required to purchase and maintain in accordance with the Contract Documents. 2.03 Amend Paragraph 2.03 of the General Conditions by deleting the last sentence, and as so amended, Paragraph 2.03 remains in effect. 2.04 Amend Paragraph 2.04 of the General Conditions to read as follows: A. Contractor shall start to perform the Work on the date when the Contract Times commence to run unless otherwise stated in the Contract Documents, but no Work shall be done at the site prior to the date on which the Contract Times commence to run without prior consent of the Owner. 2.05 Add the following Paragraph to follow Paragraph 2.05 A. 3. of the General Conditions:

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4. a list of hourly labor rates, hourly equipment rates and hourly equipment rental rates for all Contractor's forces and also for its Subcontractors, inclusive of Contractor's overhead and profit. In the event specific unit Bid Items will not apply, these rates shall be utilized in calculating Change Orders paid as described in Article 11.4 of the General Conditions. 2.08 Add the following Paragraph to follow Paragraph 2.07 of the General Conditions: 2.08 Delivery of Certificates: A. Within thirty days of receipt of Notice of Award, Contractor shall furnish to the Owner proof of qualification with the Employment Security Commission in compliance with W.S. §§ 27-3-502 (f) together with proof of Certification by Wyoming Worker's Safety and Compensation Division. SC-3 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE. 3.03 Amend Paragraph 3.03 of the General Conditions by deleting Paragraph 3.03 A.3. in its entirety, and as so amended, Paragraph 3.03 remains in effect. SC-4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;

HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS. 4.01 Amend Paragraph 4.01 of the General Conditions by deleting Paragraph 4.01 B. in its entirety, and as so amended Paragraph 4.01 remains in effect. 4.02 A. Amend Paragraph 4.02 A. of the General Conditions to read as follows: A. Reports and Drawings: The Special Provisions identify: 4.02 B. Amend Paragraph 4.02 B. of the General Conditions to read as follows: B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Special Provisions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner, or Engineer, or any of their Related Entities with respect to: 4.05 A. Amend Paragraph 4.05 of the General Conditions to read as follows: A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall, without cost to Owner, provide such material and give such assistance as may be required by Engineer in making such surveys. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Engineer. Contractor shall report to Engineer whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by

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professionally qualified personnel. Owner shall assist Contractor in relocation of reference points when, in Engineer's opinion, relocation is necessary due to changes in grades or locations. 4.05 B. Add the following Paragraph to follow Paragraph 4.05 A. of the General Conditions: B. Lines and Grades: All work done under this Agreement shall be done to the lines and grades shown on the Drawings. Contractor shall keep Engineer informed, a reasonable time in advance of the times and places at which he wishes to do Work, in order that lines and grades may be furnished and necessary measurements for record and payment may be made with the minimum of inconvenience to Engineer and minimum of delay to Contractor. 4.06 Amend Paragraph 4.06 of the General Conditions to read as follows: A. Reports and Drawings: Reference is made to the Special Provisions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the Engineer in the preparation of the Contract Documents. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the general accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Special Provisions. Except for such reliance on such “technical data,” Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: SC-5 BONDS AND INSURANCE. 5.01 B. Amend Paragraph 5.01 B. of the General Conditions to read as follows: B. All bonds shall be in the form prescribed by the Contract Documents except as provided other-wise by Laws or Regulations, and shall be executed by such sureties as are approved by the City Attorney, are authorized to do business in Wyoming, and as are named in the current list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent must be accompanied by a certified copy of the agent’s authority to act. 5.01 D. Add the following Paragraph to follow Paragraph 5.01 C. of the General Conditions: D. Upon providing acceptable Bonds to the Owner, the Certified or Cashier's Check or Bid Bond accompanying the bid shall be returned. 5.03 Add the following sentence to Paragraph 5.03 A. of the General Conditions: Triplicate copies of the policies or certificates of insurance acceptable to the Owner, and other entities specified, shall be filed with the Owner within thirty days after the receipt of Notice of Award. 5.03 B. Amend Paragraph 5.03 of the General Conditions by deleting Paragraph 5.03 B. in its entirety, and as so amended, Paragraph 5.03 remains in effect.

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5.04 Add the following Paragraphs to follow Paragraph 5.04 of the General Conditions: C. limits of coverage required for Worker's Compensation, etc. under Paragraph 5.04 A.1. shall be: 1. State Statutory 2. Employer's Liability: $1,000,000 Each Occurrence D. limits of coverage required for Comprehensive General Liability under Paragraph 5.04 A.2. through 5.04 A.6., 5.04 B. 4. and 5.06 shall be: 1. Bodily Injury: $ 500,000 Each Person $1,000,000 Each Occurrence 2. Personal Injury: $ 500,000 Each Person $1,000,000 Each Occurrence 3. Property damage (including coverage for damage caused by blasting if blasting is necessary to perform any operation under the Agreement, collapse or structural injury and/or damage to underground utilities): $ 500,000 Each Accident $1,000,000 Aggregate E. limits of coverage required for Comprehensive Automobile Liability shall be: 1. Bodily Injury: $ 500,000 Each Person $1,000,000 Each Accident 2. Automobile Public Liability (Covering all automobiles, trucks, tractors, trailers, motorcycles, or other automotive equipment, whether owned or rented by Contractor, or owned by employees or agents of the Contractor): $1,000,000 Each Person $1,000,000 Each Accident 3. Automobile Property Damage (Covering all automobiles, trucks, tractors, trailers, motorcycles, or other automotive equipment, whether owned or rented by Contractor, or owned by employees or agents of the Contractor): $ 500,000 Each Accident $1,000,000 Aggregate F. limits of coverage required for Contractual Liability Insurance shall be: 1. Bodily Injury: $ 250,000 Each Occurrence

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2. Property Damage: $ 250,000 Each Occurrence $ 500,000 Accident Aggregate 5.06 Amend Paragraph 5.06 of the General Conditions to read as follows: 5.06 Property Insurance: Owner shall not be responsible for purchasing and maintaining any property insurance to protect the interests of Contractor, Subcontractors, or others in the Work. Contractor may purchase and maintain property insurance to protect his interests. Contractor shall, however, purchase and maintain property insurance on materials stored on and off the site when such materials are to be included in an Application for Payment, to be paid by Owner. 5.07 Amend Paragraph 5.07 of the General Conditions to read as follows: 5.07 Owner and Contractor intend that all policies purchased in accordance with Paragraphs 5.04 and 5.06 will protect Owner, Contractor, Subcontractor, Engineer, and all other persons or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds. The policies will provide primary coverage for all losses and damages by the perils covered thereby. 5.08 Amend Paragraph 5.08 of the General Conditions to read as follows: 5.08 Receipt an Application of Insurance Proceeds A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause. Owner shall distribute any money so received as agreed between the parties interest. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. B. Owner shall have the power to adjust and settle any loss with the insurers, whether the parties in interest have reached an agreement concerning their respective losses or not. If the parties in interest have reached an agreement, Owner shall make settlement with the insurers in accordance with the agreement. 5.09 Amend Paragraph 5.09 of the General Conditions to read as follows: 5.09 If Owner has any objection to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by Contractor in accordance with Paragraphs 5.03, 5.04 and 5.06 on the basis of its not complying with the Contract Documents, Engineer shall notify Contractor in writing thereof within ten days of the date of delivery of such certificates to Owner. SC-6 CONTRACTOR'S RESPONSIBILITIES. 6.01 Add the following Paragraph to follow Paragraph 6.01 B. of the General Conditions: C. Contractor shall be responsible to see that the completed Work complies accurately with the Contract Documents.

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D. A licensed supervisor shall be on site at all times of construction work. If a licensed supervisor is not on site, the Engineer reserves the right to stop work until such time that a supervisor is present. 6.02 B. Amend Paragraph 6.02 B. of the General Conditions to read as follows: B. Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours with noise levels in compliance with §8.40.060 of the Laramie Municipal Code, and Contractor will not perform or permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without Engineer's prior written consent. 6.02 C. Add the following Paragraph to follow Paragraph 6.02 B. of the General Conditions: C. Contractor agrees that if Owner considers any laborer, foreman or supervisor in the employ of Contractor to be incompetent or to fail to do satisfactory work or fail to follow acceptable safety practices, that person shall be immediately discharged upon order of the Engineer. 6.03 Add the following sentence to Paragraph 6.03 A. of the General Conditions: Contractor shall also provide any special weather protection deemed necessary by Engineer, without any additional cost to Owner. 6.06 A. Add the following Paragraph to follow Paragraph 6.06 A. of the General Conditions: 1. Contractor agrees that if Owner considers any Subcontractor, Supplier or other person in the employ of Contractor to be incompetent or to fail to do satisfactory work or fail to follow acceptable safety practices, the Subcontractor, Supplier or other person shall be immediately discharged upon order of the Engineer. 6.06 B. Amend Paragraph 6.06 B. of the General Conditions to read as follows: B. If the Special Provisions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner’s acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Con-tract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. 6.06 B.1. Add the following Paragraph to follow Paragraph 6.06 B. of the General Conditions: 1. The apparent low Bidder and any other bidder so requested shall submit within five days after the bid opening the names of subcontractors, suppliers, or other persons or organizations including those who are to furnish principal items of materials and equipment proposed for those portions of the Work as

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to which such identification is required. Contractor shall not subcontract more than 50% of the Work so covered by this Agreement without prior written consent by Owner. 6.06 C. Amend Paragraph 6.06 C. 2. of the General Conditions to read as follows: 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. 6.06 G. Amend the first sentence of Paragraph 6.06 G. of the General Conditions to read as follows, and as so amended the balance of Paragraph 6.06 G. remains in effect: G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner. 6.06 H. Add the following Paragraph to follow Paragraph 6.06 G. of the General Conditions: H. Engineer may furnish to any such Subcontractor, Supplier or other person or organization, to the extent possible, information about amounts paid to Contractor in accordance with Contractor's applications for payment. 6.08 Add the following Paragraph to follow Paragraph 6.08 A. of the General Conditions: B. Contractor shall obtain written authorization from Owner to move or operate a vehicle or vehicles with a load of size or weight exceeding the limits as defined by Chapter 12.18 of the Laramie Municipal Code, City of Laramie, Wyoming. C. Further provisions regarding Contractor obtaining Permits may be included in the Special Provisions. 6.11 Add the following Paragraph to follow Paragraph 6.11 A. 3. of the General Conditions: 4. Further provisions regarding Contractor's Use of Premises may be included in the Special Provisions. 6.12 Add the following Paragraph to follow Paragraph 6.12 A. of the General Conditions: B. Further provisions in respect of such record Drawings may be included in the Special Provisions. 6.13 Add the following Paragraphs to follow Paragraph 6.13 D. of the General Conditions: E. Contractor shall not move any vehicles or equipment over public streets, roads or highways within the City of Laramie in violation of §10.20.120 of the Laramie Municipal Code. Subcontractors will be considered as under the control of the Contractor for the purpose of enforcement of this provision. The cost of repair of any damage to roads, bridges or other appurtenances or structures by the use or moving of Contractor's vehicles and equipment will be deducted from the Contractor's final estimate and payment.

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F. Contractor shall maintain drainage facilities such as gutters, inlets and culverts free of obstruction as required by Chapter 12 of the Laramie Municipal Code and if the facilities are damaged by Contractor's operation he shall repair or replace them to the satisfaction of the Engineer and Owner. G. Further provisions in respect to Underground Facilities may be included in the Special Provisions. 6.21 Delete Paragraph 6.21 E. of the General Conditions in its entirety. SC-7 OTHER WORK AT THE SITE. 7.02 A. Amend Paragraph 7.02 A. of the General Conditions to read as follows: A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Special Provisions: 7.02 B. Amend Paragraph 7.02 B. of the General Conditions to read as follows: B. Unless otherwise provided in the Special Provisions, Owner shall have sole authority and respon-sibility for such coordination. 7.03 A. Delete Paragraph 7.03 A. of the General Conditions in its entirety. 7.03 B. Delete Paragraph 7.03 B. of the General Conditions in its entirety. SC-8 OWNER'S RESPONSIBILITIES. 8.01 Delete Paragraph 8.01 A. of the General Conditions in its entirety. 8.06 Delete Paragraph 8.06 A. of the General Conditions in its entirety. SC-9 ENGINEER'S STATUS DURING CONSTRUCTION. 9.06 Delete Paragraph 9.06 D. of the General Conditions in its entirety. 9.07 Amend Paragraph 9.07 A. of the General Conditions to read as follows: A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon by recommendation of an Application for Payment or otherwise. 9.08 C. Delete Paragraph 9.08 C. of the General Conditions in its entirety. 9.08 D. Amend Paragraph 9.08 D. of the General Conditions to read as follows: D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor.

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SC-10 CHANGES IN THE WORK. 10.05 Delete Paragraph 10.05 E. of the General Conditions in its entirety. SC-11 COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK. 11.03 Amend Paragraph 11.03 D. of the General Conditions to read as follows: D. 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 five percent or more of the Contract Price and the variation in the quantity of the particular item of Unit Price Work performed by Contractor differs by more than twenty-five percent from the estimated quantity of such item indicated in the Agreement, any allowance for a change in unit price shall apply only to that portion which exceeds one hundred twenty-five percent, or is less than seventy-five percent, of the estimated quantity; and 2. if there is no corresponding adjustment with respect to any other item of Work; and 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 Article 11 if the parties are unable to agree as to the effect of any such variations in the quantity of Unit Price Work performed. SC-13 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK. 13.03 A. Amend Paragraph 13.03 A. of the General Conditions to read as follows: A. Contractor shall provide Engineer twenty-four hours prior notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspections and testing personnel to facilitate required inspections or tests. 13.03 B. Amend Paragraph 13.03 B. of the General Conditions to read as follows: B. Contractor shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.07 A. Amend Paragraph 13.07 A. of the General Conditions to read as follows: A. If within two years after the date of Final Payment (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any Specific Provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions:

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13.07 B. Amend Paragraph 13.07 B. of the General Conditions to read as follows: B. If within ten days of mailing instructions to Contractor, Contractor does not comply with the terms of Owner’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work re-moved and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. 13.10 Add the following Paragraph to follow Paragraph 13.09 D. of the General Conditions: 13.10 Further requirements regarding Tests and Inspections may be included in the Special Provisions. SC-14 PAYMENTS TO CONTRACTOR AND COMPLETION. 14.02 B. Delete Paragraph 14.02 B. 3. of the General Conditions in its entirety. 14.02 C. 1. Amend Paragraph 14.02 C. of the General Conditions to read as follows: C. Payment Becomes Due 1. Thirty days after presentation of the Application for Payment to Owner with Engineer’s recom-mendation for approval, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. 14.02 C. 2. Add the following Paragraphs to follow Paragraph 14.02 C. 1. of the General Conditions: 2. Owner shall retain ten percent of the amount of each payment until Final Payment, which shall follow final completion and acceptance of all Work, and advertisement of same pursuant to these Contract Documents. 3. Contractor agrees that he will pay for work, services and labor of all Sub-Contractors and Suppliers, and for all equipment employed on the Work, and for all labor and materials incidental to the completion of the Work. 14.02 D. Delete Paragraph 14.02 D. 3. of the General Conditions in its entirety. 14.04 C. Amend Paragraph 14.04 C. of the General Conditions by deleting the last sentence, and as so amended, Paragraph 14.04 C. remains in effect. 14.04 D. Amend the last sentence of Paragraph 14.04 D. of the General Conditions to read as follows: Engineer's aforesaid recommendation will be binding on Contractor until Final Payment.

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14.07A. Amend Paragraph 14.07 A.1. of the General Conditions by adding the following sentence at the end of the section: Final payment is generally used for requesting release of any applicable retainage. 14.07C Amend Paragraph 14.07 C. of the General Conditions to read as follows: C. Payment Becomes Due 1. After presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended for approval by Engineer, less any sum Owner is entitled to set off against Engineer’s recommendation, including but not limited to liquidated damages, and following publication and posting of Owner’s Notice of Final Payment and acceptance of the Work for a period of forty days in a manner as required by the laws of the State of Wyoming, said amount will become due and will be paid by Owner to Contractor. SC-15 SUSPENSION OF WORK AND TERMINATION. 15.01 Amend Paragraph 15.01 A. of the General Conditions to read as follows: A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days, or longer if both Contractor and Owner agree in writing, by notice in writing to Contractor which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, which is shown to Owner’s satisfaction to be directly attributable to any such suspension caused by Owner if Contractor makes a Claim therefore as provided in Paragraph 10.05. 15.02 Delete Paragraph 15.02 D. of the General Conditions in its entirety. SC-16 DISPUTE RESOLUTION. 16.01 Delete Article 16 of the General Conditions in its entirety. SC-17 MISCELLANEOUS. 17.07 Add the following Paragraphs to follow Paragraph 17.06 of the General Conditions: 17.07 Pollution Control A. In conformance with the Wyoming Environmental Quality Act, 1973, the Contractor shall schedule and conduct his operation to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems and impoundments (lakes, reservoirs, etc.). Construction of drainage facilities and performance of other contract work which will contribute to the control of erosion and sedimentation shall be carried out in conjunction with earthwork operations or as soon thereafter as practicable. The area of bare soil exposed at any one time by construction operations shall be kept to a minimum.

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B. Prior to suspension of construction operations for appreciable lengths of time, Contractor shall shape the earthwork in a manner that will permit storm runoff with a minimum of erosion. Temporary erosion and sediment control measures, such as berms, dikes, slope drains, or sedimentation basins deemed necessary by the Engineer shall be provided and maintained until permanent drainage facilities and erosion control features are complete and operative. Unless otherwise provided for in the Contract Documents, temporary erosion control measures will not be paid for directly, but will be considered as a subsidiary obligation of the Contractor covered under the various items of Work. C. The Contractor shall also conform to the following practices and controls: 1. When borrow material is obtained from other than commercially operated sources, erosion of the borrow site shall be so controlled both during and after completion of the work that erosion will be minimized and sediment will not enter streams or other bodies of water. Waste or disposal areas and construction roads shall be located and constructed in a manner that will keep sediment from entering streams; 2. Frequent fording of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams; 3. When Work areas or gravel pits are located in or adjacent to live streams, such areas shall be separated from the main stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream; 4. All waterways shall be cleared as soon as practicable of false-work, piling, debris or other obstructions placed during construction operations and not as part of the finished work; 5. Water from aggregate washing or other operations containing sediment shall be treated by filtration, a settling basin or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged; 6. Pollutants such as fuels, lubricants, bitumens, raw sewage and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or man-made channels leading thereto. Wash water or waste from concrete mixing operations shall not be allowed to enter live streams, and 7. All applicable regulations of fish and wildlife agencies and statutes relating to land and water quality and the prevention and abatement of pollution shall be complied with in the performance of the Work. 17.08 Add the following Paragraphs to follow Paragraph 17.07 of the General Conditions: 17.08 Pollution Control - Wyoming Air Quality Act A. In accordance with the Wyoming Environmental Quality Act, 1973, the Contractor shall provide and use such smoke and dust control measures as are in accordance with the rules, regulations and standards promulgated by the Wyoming Department of Environmental Quality, Air Quality Division, to prevent undue

SC-13

air pollution and hazardous traffic conditions. B. Conformance with the provisions of the Agreement bearing on air pollution control measures will be classed as incidental or subsidiary work, payment for which shall be understood to be included in the Bid Items shown in the Bid Form unless otherwise shown on the Drawings. 17.09 Add the following Paragraph to follow Paragraph 17.08 of the General Conditions: 17.09 Labor A. The Contractor's employment practices for this Agreement shall conform to the labor laws of the State of Wyoming and the various other acts amendatory and supplementary thereto and to all other laws, ordinances and legal requirements thereto. 17.10 Add the following Paragraph to follow Paragraph 17.09 of the General Conditions: 17.10 Contract Void if Not Funded A. By Wyoming law, any contract awarded by the Owner is void if the city council fails to appropriate funds for the project. If that happens, the Contractor will have no claim against the Owner for time, materials, or otherwise. 17.11 Add the following Paragraphs to follow Article 17.10 of the General Conditions: 17.11 Samples, Tests Cited, Specifications and Abbreviations A. Whenever the following abbreviations are used in the Contract Documents or on the Drawings, they shall be construed the same as the respective expressions represented and unless otherwise modified, the tests will be accordance with the most recent cited standard methods which are current on the date of advertisement for bid. AAN American Association of Nurserymen AAR Association of American Railroads AASHTO American Association of State and Highway Transportation Officials AGC Associated General Contractors of Wyoming AIA American Institute of Architects ANSI American National Standards Institute ARA American Railway Association ASCE American Society of Civil Engineers ASTM American Society of Testing and Materials AWPA American Wood Preservers Association AWWA American Water Works Association AWS American Welding Society EJCDC Engineers Joint Contract Documents Committee FHWA Federal Highway Administration FSS Federal Specifications and Standards, General Services Administration OSHA Occupational Safety and Health Administration TAPPI Technical Association of the Pulp and Paper Industry WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Products Association

SPECIFICATIONS

S-1

SPECIFICATIONS The Standard Specifications governing this project shall be the WYOMING PUBLIC WORKS STANDARD SPECIFICATIONS, 2001 EDITION (excluding WPWSS Standard Drawings). All provisions which are not amended or supplemented remain in full force and effect.

SS-1

SUPPLEMENTARY SPECIFICATIONS These Supplementary Conditions amend or supplement the Standard Specifications and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. The City of Laramie has adopted the following SUPPLEMENTARY SPECIFICATIONS: PROJECT COORDINATION (SS01041) REFERENCES (SS01090) SUBMITTALS (SS01340) PARTNERING (SS01442) TEMPORARY FACILITIES (SS01505) REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS (SS02050) CLEARING AND GRUBBING (SS02110) AGGREGATES (SS02190) EXCAVATION AND EMBANKMENT (SS02210) TRENCH EXCAVATION (SS02220) TRENCH BACKFILL (SS02225) BACKFILLING FOR PAVEMENT (SS02227) AGGREGATE SUB-BASE AND BASE COURSE (SS02231) RIPRAP (SS02273) TOPSOIL (SS02280) WATERING (SS02290) PORTLAND CEMENT TREATED MIXTURES (SS02510) ROAD MIX BITUMINOUS PAVEMENTS (SS02511) PLANT MIX PAVEMENTS (SS02512) PORTLAND CEMENT CONCRETE PAVEMENT (SS02520) CONCRETE CURBS AND COMBINED CURBS AND GUTTERS (SS02528) BITUMINOUS MATERIALS (SS02545) PRIME COAT (SS02550) TACK COAT (SS02551) SEAL COAT (SS02552) BITUMINOUS SURFACE TREATMENT (SS02553) ADJUSTING STREET FIXTURES (SS02570) FIRE HYDRANTS (SS02645) WATER DISTRIBUTION AND TRANSMISSION SYSTEMS (SS02665) HYDROSTATIC TESTING (SS02670) DISINFECTION (SS02675) SANITARY SEWER SYSTEMS (SS02700) STORM DRAINS AND CULVERTS (SS02725)

CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION (SS02776)

RELOCATE STREET SIGNS, UTILITY POLES AND MAIL BOXES (SS02805) ENGINEERING FABRIC (SS02895) LANDSCAPING (SS02900) UNIT PAVERS (SS02915) CONCRETE REINFORCEMENT (SS03200) PORTLAND CEMENT CONCRETE (SS03304)

SS-2

CONCRETE WORK (SS03310) CONCRETE FINISHING (SS03345) CONCRETE CURING (SS03370) PRE-CAST CONCRETE UNITS (SS03480) GROUT (SS03600) CHAIN LINK FENCING (SS09080)

SS-01041-1

SECTION 01041 PROJECT COORDINATION The additions, modifications and deletions herein stated are hereby made to Section 01041, PROJECT COORDINATION, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 01010 PROJECT COORDINATION, PART 1 GENERAL, 1.01 SUMMARY, Paragraph B. and C. to read as follows: B. Conduct all construction activities between the hours 7:00 a.m. and 7:00 p.m.,

Monday through Friday, except for emergencies. No work will be allowed on Saturdays or Sundays without OWNER'S permission, except for emergencies.

C. Water for use during construction will be obtained by CONTRACTOR at his

expense. If he elects to obtain water from the public utility, he will make all the arrangements, comply with their regulations, and pay all fees and charges as set forth by the public utility. Further provisions in respect to water for use during construction may be included in the Special Provisions.

Add the following Paragraphs to Section 01041 PROJECT COORDINATION, PART 1 GENERAL, 1.01 SUMMARY: D. Water for pressure testing, disinfecting and flushing water mains may be

obtained from the City of Laramie water system at no cost to the contractor. The City shall operate all existing valves and be present when the water is brought into the new water lines. The City also reserves the right to adjust the time as to when this water is available to accommodate the overall operation of the water system.

E. CONTRACTOR may apply for relief from maximum noise levels as set forth by

the Laramie Municipal Code by application for permit through the City Manager's Office.

1.02 COORDINATION WITH PUBLIC AND PRIVATE AGENCIES: Add the following Paragraph to Section 01041 PROJECT COORDINATION, PART 1 GENERAL, 1.02 COORDINATION WITH PUBLIC AND PRIVATE AGENCIES: E. Unless stated elsewhere in Special Provisions, the CONTRACTOR shall be solely

responsible for notification of those individuals affected by utility, street, and right of way work. Notification shall be a minimum of 24 hours in advance of the disruption or impact. Notification may take the form of radio announcements, notices in the local paper, door hangers, advisory signs, etc., to ensure the public is advised of construction activities.

F. The following are examples of typical door hangers, to notify individual

SS-01041-2

residential, commercial, and industrial structures, of water shut downs, and temporary water systems.

ONE DAY WATER SHUT DOWN TEMPORARY WATER

Due to utility work in your neighborhood the water mains will need to be shut down for construction, you will be without water temporarily. Starting Date: ______________________ Starting time: ________________________ Ending time:__________________________ Contractor : ___________________________ If you need assistance please contact the number below. Contact # : ____________________________ If an emergency should arise and no response from contractor please contact the City of Laramie Water Department at this number 721-5280 The City of Laramie thanks you for your patience

Due to utility work in your neighborhood your water service will need to be supplied through a temporary hosing plan. Starting Date: ______________________ Estimated End Date: __________________ Contractor : ___________________________ The contractor will be responsible for monitoring and maintenance of the temporary system, If you need assistance please contact the number below. Contact # : ____________________________ If an emergency should arise and no response from contractor please contact the City of Laramie Water Department at this number 721-5280 The City of Laramie thanks you for your patience

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1.03 COORDINATION WITH OWNER AND ENGINEER:

Amend Section 01041 PROJECT COORDINATION, PART 1 GENERAL, 1.03COORDINATION WITH OWNER AND ENGINEER, Paragraph A. and B. to read as follows:

A. OWNER will provide engineering surveys to establish bench marks and surveystakes as necessary. CONTRACTOR shall, without cost to the owner, provideassistance as may be required by ENGINEER in making surveys. Bench marksand survey stakes shall be persevered by CONTRACTOR and in the case of theirdestruction they will be replaced by ENGINEER at CONTRACTOR'S expense.Construct all work in accordance with the lines and grades shown on the Drawings,and as designated by ENGINEER. These lines and grades may be modified byENGINEER as provided in the General Conditions. Notify ENGINEER aminimum of 24 hours in advance to request surveying.

B. Unless otherwise provided for in the Contract, CONTRACTOR shall employ andpay for the services of an independent testing laboratory to perform all testsrequired by the Contract Documents. CONTRACTOR shall correct work failingsuch tests and test corrected work by an independent testing laboratory atCONTRACTOR'S expense. Selection of testing laboratory employed byCONTRACTOR shall be subject to approval of ENGINEER. Unless otherwiseprovided for in the Contract, CONTRACTOR shall schedule and call for necessaryfield testing. Notify ENGINEER a minimum of 24 hours in advance to requesttesting.

SS-01090-1

SECTION 01090 REFERENCES The additions, modifications and deletions herein stated are hereby made to Section 01090, REFERENCES, of the Wyoming Public Works Standard Specifications. 1.01 COORDINATION OF CONTRACT DOCUMENTS: Amend Section 01090 REFERENCES, PART 1 GENERAL, 1.01 COORDINATION OF CONTRACT DOCUMENTS, the numeric list at the end of Paragraph A. to read as follows:

1. Special Provisions will govern over 2. Supplementary Specifications, which will govern over 3. Plan Sheets, which will govern over 4. City of Laramie Standard Details, which will govern over 5. These Specifications

1.02 DEFINITIONS: Amend Section 01090 REFERENCES, PART 1 GENERAL, 1.02 DEFINITIONS, Paragraph A. to read as follows: A. These specifications use “Article 1 – DEFINITIONS AND TERMINOLOGY” of

the Standard General Conditions of the Construction Contract, Form EJCDC C-700, prepared and issued by the Engineers Joint Contract Documents Committee (EJCDC 2002), as the basis for the definition of terms herein. Changes in these definitions shall be made either by substitution for that article or as Supplementary Conditions.

Amend Section 01090 REFERENCES, PART 1 GENERAL, 1.02 DEFINITIONS, Paragraph B. 2, to read as follows: 2. Approved: Acceptance of an item submitted for approval. Not a

limitation or release for compliance with the Contract Documents or any regulatory requirements. Refer to limitations of “Approved” in the EJCDC General Conditions, Paragraph 1.02 Terminology, B. Intent of Certain Terms or Adjectives, 1., if used.

SS-01340-1

SECTION 01340 SUBMITTALS The additions, modifications and deletions herein stated are hereby made to Section 01340, SUBMITTALS, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 01340 SUBMITTALS, PART 1 GENERAL, 1.01 SUMMARY, Section B.1 to read as follows: 1. Shop Drawings: 5 copies of each shop drawing submittal. Typical

distribution of shop drawing is one for Owner, one for Engineer (office set), one for Inspector (field set), two being returned to Contractor for his records and distribution.

1.01 SUMMARY: Amend Section 01340 SUBMITTALS, PART 1 GENERAL, 1.01 SUMMARY, Section B.6 to read as follows:

6. Closeout submittals including: a. Contractors letter requesting final payment: Certifying

completion of construction, compliance with the Contract Documents.

b. Post Construction Maintenance Personnel: Plan for maintenance of the system during the one-year correction period and shall name the individual who will have the power and responsibility to act for the CONTRACTOR in this regard.

c. Consent for Surety to Final Payment. d. Lien Releases: An Affidavit of Release Liens, accompanied by

lien releases from all subcontractors, suppliers, or others that may have provided labor, materials or services for the project. Also, provide a lien release from the Contractor. And the Contractor’s Affidavit of Payment which is the affidavit on behalf of Contractor which certifies your payment of all subcontractors, workmen, material men, etc., and releases the owner from all claims.

e. Insurance Certificate: Certificate to indicate insurance coverages required by the General Conditions that are to remain in effect after project is completed.

f. Warranty Certificates, as applicable. g. Operations and Maintenance instructions, as applicable.

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1.01 SUMMARY: Amend Section 01340 SUBMITTALS, PART 1 GENERAL, 1.01 SUMMARY, Section D. to read as follows: D. Samples and shop drawings shall be prepared specifically for this project. 1. All shop drawings submittals shall be accompanied by the “Submittal

Cover Sheet. A copy of the form is shown at the end of this section. Any submittal not accompanied by such a form, or where all applicable items on the form are not completed may be returned for resubmittal.

2. Generally, a separate Cover Sheet form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single Cover Sheet may be permitted when the items taken together constitute a manufacturers package or are so functionally related that expediency indicates review of the group or package as a whole.

3. All CONTRACTOR shop drawing submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR, prior to submission to the ENGINEER. Each submittal shall be dated, signed, and certified by the CONTRACTOR, as being correct and in strict conformance with the Contract Documents. The Cover Sheet shall note any deviations from the requirements of the Contract Documents. If changes are made on resubmitted shop drawings, such changes shall be clearly explained on the Cover Sheet accompanying the resubmitted shop drawing.

4. If copies of a submittal are returned to the CONTRACTOR marked NO EXCEPTIONS TAKEN, formal revision and resubmission of said submittal will not be required.

5. If copies of a submittal are returned to the CONTRACTOR marked MAKE CORRECTIONS NOTED, formal revision and resubmission of said submittal will not be required.

6. If a submittal is returned to the CONTRACTOR marked AMEND-RESUBMIT, the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the ENGINEER.

7. If a submittal is returned to the CONTRACTOR marked REJECTED-RESUBMIT, the CONTRACTOR shall revise said submittal and shall resubmit the required number of copies of said revised submittal to the ENGINEER.

8. The ENGINEERs review of CONTRACTOR shop drawing submittals shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in CONTRACTOR submittals. The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details.

SS-01340-3

1.01 SUMMARY: Add the following Subsections to Section 01340 SUBMITTALS, PART 1 GENERAL, 1.01 SUMMARY: F. Copies of any permits obtained. A list of typical permits would include: 1. City of Laramie issued permits a. Street Closure Permit. b. Excavation Permit. c. Concrete Permit (“Green Card”). 2. State of Wyoming issued permits a. Storm Water Pollution Prevention Plan (Department of

Environmental Quality) b. Dewatering Permit (Department of Environmental Quality) c. Utility License for new installation (Department of Transportation,

M-54/E-45, Utility License) d. Utility License for repair of existing (Department of Transportation,

M-21, Utility Service/Repair Permit) e. Sidewalk/ curb & gutter work/landscaping (Department of

Transportation, M-26, Landscaping Agreement) f. Fence Removal (Department of Transportation, M-58, Fence

Removal Agreement) g. Fence Modification (Department of Transportation, M-56, Fence

Agreement) 3. Other Entities, as applicable. G. Updated progress schedule with each monthly Application for Payment. 1. If Contractor is behind schedule, submit a plan as to how he will get back

on schedule. H. Traffic Control Plan, as applicable. I. Storm water pollution prevention plan, as applicable. J. Plan for providing temporary water service, as applicable. K. Plan for testing and flushing water mains, as applicable. PART 2 - PRODUCTS (not used) PART 3 - EXECUTION (not used)

END OF SECTION

SS-01340-4

SUBMITTAL COVER SHEET Project:____________________________________________________Date: _____________________ Submittal No.: ____________________ Description: _________________________________________ ________________________________________________________________________________________________________________________________________________________________________ Specification Section: _______________________________ The CONTRACTOR hereby notifies the OWNER that this submittal is in conformance

with the Contract Documents. The CONTRACTOR hereby notifies the OWNER that the following features are not in

conformance with the Contract Documents and nevertheless asks for approval thereof: 1. ________________________________________________________________________ 2. ________________________________________________________________________ 3. ________________________________________________________________________ 4. ________________________________________________________________________ 5. ________________________________________________________________________

_________________________________________________ Contractors Representative

This cover sheet shall be signed by a representative of the contractor previously designated by the Contractor to the Engineer and Owner, in writing for such purpose.

SS-01442-1

SECTION 01442 PARTNERING The additions, modifications and deletions herein stated are hereby made to Section 01442, PARTNERING, of the Wyoming Public Works Standard Specifications. 3.01 FACILITATOR: Amend Section 01442 PARTNERING, PART 3 EXECUTION, 3.01 FACILITATOR, Paragraph A. to read as follows: A. Upon agreement of all parties involved, a professional Facilitator may be employed

to oversee and guide a meeting of decision making personnel from every entity involved in the project. The Facilitator’s role, should a Facilitator be employed, is to explain the process and pave the way to collective understanding.

3.02 PROCESS: Amend Section 01442 PARTNERING, PART 3 EXECUTION, 3.02 PROCESS, Paragraph A. to read as follows: A. Executive (decision making) people from involved entities, generally the Owner,

Contractor, and Engineer/Architect meet to, by mutual agreement, explore each other’s concepts of their roles in the project as well as their own. The Facilitator, should a Facilitator be involved in the process, guides the discussion and aids in establishing project goals such as avenues to avoiding disputes and quick resolution of problems. Establishment of communication with agreed upon paths to success for everyone involved is the goal. The strength of the process is the mutual commitment and consensus, with all parties signing onto the pact, is required for success of the process.

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SECTION 01505 TEMPORARY FACILITIES Delete 01505, TEMPORARY FACILITIES, of the Wyoming Public Works Standard Specifications, in its entirety, and insert the following it its place:

SECTION 01505

TEMPORARY FACILITIES PART 1 GENERAL 1.01 SUMMARY

A. Furnish temporary services and utilities, including use fees and operation costs: 1. Potable and non-potable water 2. Lighting and power 3. Materials storage

B. Furnish construction facilities, including utility costs: 1. Construction equipment 2. Dewatering and pumping

C. Furnish security and protection requirements: 1. Fire extinguishers 2. Site enclosure fence, barricades, warning signs, and lights 3. Snow and ice removal, if applicable

D. Furnish personnel support facilities: 1. Sanitary facilities 2. Drinking water 3. First aid facilities 4. Coordinate emergency medical services 5. Trash removal

PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED)

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PART 4 METHOD OF MEASUREMENT 4.01 METHOD OF MEASUREMENT

A. No separate measurement will be made for items under this section. Full compensation shall be considered as included in the prices paid for the various contract items and no additional compensation will be allowed therefore.

4.02 BASIS OF PAYMENT

A. No separate payment will be made for items under this section. Full compensation shall be considered as included in the prices paid for the various contract items and no additional compensation will be allowed therefore.

SS-02050-1

SECTION 02050 REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS The additions, modifications and deletions herein stated are hereby made to Section 02050, REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS, of the Wyoming Public Works Standard Specifications. 3.01 CONSTRUCTION METHODS: Add the following Paragraph 6. to Section 02050 REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS, PART 3 EXECUTION, 3.01 CONSTRUCTION METHODS. 6. Minimum length of removal and replacement of sidewalk, curb and gutter,

combined curb, gutter and sidewalk shall be five (5) lineal feet, or as directed by ENGINEER.

4.01 METHOD OF MEASUREMENT: Amend Section 02050 REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02050 REMOVAL AND DISPOSAL OF STRUCTURES AND OBSTRUCTIONS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

SS-02110-1

SECTION 02110 CLEARING AND GRUBBING The additions, modifications and deletions herein stated are hereby made to Section 02110, CLEARING AND GRUBBING, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 02110 CLEARING AND GRUBBING, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02110 CLEARING AND GRUBBING, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

SS-02190-1

SECTION 02190 AGGREGATES The additions, modifications and deletions herein stated are hereby made to Section 02190, AGGREGATES, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend the Paragraph A. of Section 02190 AGGREGATES, PART 1 GENERAL, 1.01 SUMMARY to read as follows: A. This section includes the preparation and stockpiling of aggregates for Portland cement concrete, bases, bituminous pavements and surface treatment, cover coats, bed courses, drains, pervious backfill and riprap. 2.02 AGGREGATE FOR PORTLAND CEMENT CONCRETE: Add the following to Paragraph 1. of Section 02190 AGGREGATES, PART 2 PRODUCTS, 2.02 AGGREGATE FOR PORTLAND CEMENT, B. COARSE AGGREGATE: Aggregate shall be forty percent crushed limestone, or as approved by ENGINEER. Amend the last sentence of Paragraph 2. c. of Section 02190 AGGREGATES, PART 2 PRODUCTS, 2.02 AGGREGATE FOR PORTLAND CEMENT CONCRETE, B. COARSE AGGREGATE to read as follows: If not specified, Type 67 shall be the gradation used. 2.03 AGGREGATE FOR UNTREATED SUB-BASE AND BASE: Amend the last entry in the gradation chart in Paragraph 3., for #200 sieve, Grading D, of Section 02190 AGGREGATES, PART 2 PRODUCTS, 2.03 AGGREGATE FOR PORTLAND CEMENT CONCRETE, B. COARSE AGGREGATE to read as follows: Sieve Designation Grading D #200 2 – 15 Add the following to Section 02190 AGGREGATES, PART 2 PRODUCTS, 2.03 AGGREGATE FOR UNTREATED SUB-BASE AND BASE: F. Aggregate for road base for surface applications (gravel roads, alleys, and other areas where base is not to be covered by asphalt or concrete) shall have an L.A. Abrasion (AASHTO T 96) rating of 40% or less, and shall have source approved by the ENGINEER.

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2.08 AGGREGATE FOR PLANT MIX WEARING COURSE: Amend the last two entries in the gradation chart in Paragraph A., for #8 and #200 sieves, Type A, of Section 02190 AGGREGATES, PART 2 PRODUCTS, 2.08 AGGREGATE FOR PLANT MIX WEARING COURSE, to read as follows: Sieve Designation % by Weight Passing #8 10 – 25 #200 2 – 7 2.16 AGGREGATE FOR PERVIOUS BACKFILL MATERIAL: Amend the gradation requirements in Paragraph A. of Section 02190 AGGREGATES, PART 2 PRODUCTS, 2.16 AGGREGATE FOR PERVIOUS BACKFILL MATERIAL, to read as follows: Sieve Designation % by Weight Passing 2” 100 #4 0 – 50 #40 0 – 30 #100 0 – 10 #200 0 – 4 2.17 AGGREGATE FOR RIPRAP: Amend Section 02190 AGGREGATES, PART 2 PRODUCTS, 2.17 AGGREGATE FOR RIPRAP, Paragraph A. 3. to read as follows: Aggregate for grouted riprap shall be angular stone. The aggregate shall meet the following gradation requirements: SIZE PERCENT PASSING 12" 70-100 9" 50-70 6" 35-50 3" 2-10

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SECTION 02210 EXCAVATION AND EMBANKMENT The additions, modifications and deletions herein stated are hereby made to Section 02210, EXCAVATION AND EMBANKMENT, of the Wyoming Public Works Standard Specifications. 2.01 BORROW EXCAVATION Amend Section 02210 EXCAVATION AND EMBANKMENT, PART 2 PRODUCTS, 2.01 BORROW EXCAVATION, Paragraph A. to read as follows: B. Borrow excavation shall consist of excavation made from borrow areas within the

project limits and outside the normal grading limits for the completion of embankments. Borrow areas or areas within the project limits from which the borrow may be obtained will be designated on the Plans.

Amend Section 02210 EXCAVATION AND EMBANKMENT, PART 2 PRODUCTS, 2.01 BORROW EXCAVATION, Paragraph B. to read as follows: B. Borrow excavation shall be made only at those designated locations and within the

horizontal and vertical limits as stated or directed. On completion of borrow operations, the borrow area will be adequately drained and finished to a neat and uniform grade acceptable the ENGINEER.

2.02 IMPORTED BORROW EXCAVATION: Amend Section 02210 EXCAVATION AND EMBANKMENT, PART 2 PRODUCTS, 2.02 IMPORTED BORROW EXCAVATION, Paragraph A. to read as follows: A. Imported borrow excavation shall consist of excavation made from borrow areas

outside the project limits and outside the normal grading limits for the completion of the embankments. Borrow areas or areas outside the project pits from which the imported borrow may be obtained will be designated. Any source chosen by the CONTRACTOR shall be subject to the approval of the ENGINEER.

Delete paragraph B. of Section 02210 EXCAVATION AND EMBANKMENT, PART 2 PRODUCTS, 2.02 IMPORTED BORROW EXCAVATION in it's entirety. 3.02 MOISTURE AND DENSITY CONTROL: Amend the first sentence of Paragraph A., Section 02210 EXCAVATION AND EMBANKMENT, PART 3 EXECUTION, 3.02 MOISTURE AND DENSITY CONTROL to read as follows: The CONTRACTOR shall provide proper compaction as required to obtain the density of 95% of maximum dry density or as approved by the Engineer for all backfills placed. No separate pay compensation shall be allowed for compaction. Add the following to Section 02210 EXCAVATION AND EMBANKMENT, PART 3 EXECUTION, 3.02 MOISTURE AND DENSITY CONTROL, Paragraph A.. Disturbed foundation soil shall have a density of 95% of the maximum dry density. In the event

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groundwater is encountered, the Contractor shall construct the foundation on undisturbed soil. 3.03 HAUL: Amend Section 02210 EXCAVATION AND EMBANKMENT, PART 3 EXECUTION, 3.03 HAUL to read as follows: A. When constructing embankments or wasting material as specified, no haul will be allowed on excavated material as a haul item. 3.04 FINE GRADING: Amend Section 02210 EXCAVATION AND EMBANKMENT, PART 3 EXECUTION, 3.04 FINE GRADING, Paragraph F. to read as follows: F. In addition, the finish grade shall not deviate more than one-tenth foot (1/10’) (2.5

mm) at any point from the staked elevation. Until the subgrade has been checked and approved, no surface course or pavement shall be laid thereon.

4.01 METHOD OF MEASUREMENT: Amend Section 02210 EXCAVATION AND EMBANKMENT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02210 EXCAVATION AND EMBANKMENT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02220 TRENCH EXCAVATION The additions, modifications and deletions herein stated are hereby made to Section 02220, TRENCH EXCAVATION, of the Wyoming Public Works Standard Specifications. 3.01 CONSTRUCTION: Amend Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION, 3.01 CONSTRUCTION, Paragraph B. to read as follows:

B. All excavated materials not required or suitable for backfill shall be removed from the site and disposed of in a manner and/or by methods acceptable to jurisdictional government agencies and as approved by the ENGINEER. The ENGINEER may require certification of proper disposal procedures.

3.03 TRAFFIC CONTROL AND WARNING DEVICES: Amend Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION, 3.03 TRAFFIC CONTROL AND WARNING DEVICES, Paragraph C. to read as follows:

C. The Contractor shall submit his traffic control plan to the City of Laramie, Office of the City Engineer, for approval prior to the beginning of work.

3.09 PREPARATION: Amend Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION, 3.09 PREPARATION, Paragraph A. 2. to read as follows: 2. Existing utilities which will intersect with the new pipelines or structures

shall be relocated by the CONTRACTOR, as approved by the owner of said utility and subject to the approval of the ENGINEER.

3.11 EXPLORATORY EXCAVATION: Amend Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION, 3.11 EXPLORATORY EXCAVATION, to read as follows:

A. Location of buried utilities that might interfere with alignment or grade shall be verified by the CONTRACTOR by exploratory excavation prior to construction. If any existing utility interferes with the work in either alignment or grade and has to be moved, such work shall be done by the CONTRACTOR.

3.13 DEWATERING: Amend Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION, 3.13 DEWATERING, Paragraph B. to read as follows:

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B. Discharge from dewatering operations shall be directed to approved natural drainages or storm sewers as appropriate, and as approved by the ENGINEER.

Add the following Paragraph F. to Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION, 3.13 DEWATERING, Paragraph B. to read as follows: F. The Contractor shall assure compliance with the foregoing requirements prior to

commencing work. 3.18 SURFACE RESTORATION: Add the following Subsection 3.18 SURFACE RESTORATION to Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION. A. Unless permanent pavement is placed immediately, temporary bituminous

resurfacing two (2) inches thick shall be placed and maintained at locations determined by ENGINEER wherever excavation is made through pavement. At major intersection and other critical locations, a greater thickness may be ordered. Temporary resurfacing shall be placed as soon as the condition of the backfill is suitable to receive it, and shall remain in place until the condition of the backfill is suitable for permanent resurfacing. The bituminous mixture used for temporary resurfacing may be furnished from stockpiles or directly from the plant mixer and may be laid cold, at the option of the CONTRACTOR. The resurfacing shall be placed, compacted, maintained, and removed and disposed of by CONTRACTOR.

B. Unless otherwise specified on the plans or in the Special Provisions, all pavement

damaged or removed as a result of the CONTRACTOR'S operations shall be reconstructed by CONTRACTOR to the dimensions as directed by ENGINEER. Trench excavation through pavement shall have the surface restored with bituminous pavement to the dimensions as shown on the City of Laramie Standard Trench Detail. Bituminous pavement resurfacing shall be one (1) inch greater in thickness than the existing pavement for existing pavement thicknesses equal to or less than five (5) inches. Maximum depth of trench resurfacing shall be six (6) inches or as directed by ENGINEER.

C. Prior to placement of bituminous pavement resurfacing, the edges of the existing

asphalt pavement shall have an asphalt tack coat applied. 3.19 ACCEPTANCE: Add the following Subsection 3.19 ACCEPTANCE to Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION. A. Bituminous pavement for surface restoration shall be tested by the ENGINEER

using a 10 foot straight edge at selected locations. The variation of the surface from the testing edge of the straight edge between any two contact points with the surface shall at no point exceed 1/2 inch and the variation between the patch and the existing asphalt surface shall not exceed 1/2 inch. The surface of the asphalt patch shall be tight and free of voids. Any variations exceeding the specified tolerance shall be corrected by removing the defective Work and replacing it with new material or as directed.

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4.00 METHOD OF MEASUREMENT AND BASIS OF PAYMENT: Add the following to follow Section 02220 TRENCH EXCAVATION, PART 3 EXECUTION. 4.01 METHOD OF MEASUREMENT: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02225 TRENCH BACKFILL The additions, modifications and deletions herein stated are hereby made to Section 02225, TRENCH BACKFILL, of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Amend Section 02225 TRENCH BACKFILL, PART 2 PRODUCTS, 2.01 MATERIALS, Paragraph A.1. to read as follows:

A. PIPE BEDDING MATERIALS 1. Type 1 Bedding (granular bedding) material around the pipe from six (6)

inches (150 mm) under the pipe to twelve (12) inches (300 mm) over the pipe shall consist of select coarse grained soils (over 50% retained on a no. 200 Sieve (75 mm)) and less than 5% fines such as gravel, sand, or silty sand meeting unified soil classification requirements as per ASTM designation D-2487 for type GW, GP, GM, or GC, or as specifically approved by the ENGINEER. Bedding material shall be free from clods, frozen material, or stones larger than 3/4 inch (19 mm) in their maximum dimension. Bedding material shall be a “pea gravel”, generally rounded with no more than 80% fractured face, and meet the following gradation:

Sieve Designation % by Weight Passing 1/2” 100 3/8” 95 – 100 #4 0 – 35 #8 0 – 20 #200 0 – 3

Where wet or otherwise unstable conditions exist, the material in this zone shall be free draining, non-plastic material.

Amend Section 02225 TRENCH BACKFILL, PART 2 PRODUCTS, 2.01 MATERIALS, Paragraph B. to read as follows: B. CEMENT TREATED FILL Cement treated fill, when specified, shall meet the following criteria: INGREDIENTS LBS/C.Y. CEMENT (0.45 SACK) 42 lbs (19 kg) WATER (39 GALLONS) 325 lbs (147.4 kg) COARSE AGGREGATE (SIZE NO. 57) 1700 lbs (771.1 kg) SAND (ASTM C-33) 1845 lbs (837 kg)

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The maximum desired 28 day strength is from 30 to 60 psi (207 kPa to 414 kPa). Other cement treated fill designs may be submitted to the ENGINEER for review and approval.

Amend Section 02225 TRENCH BACKFILL, PART 2 PRODUCTS, 2.01 MATERIALS, by adding the following after Paragraph B: C. CONCRETE ENCASEMENT: Concrete encasement, when specified, shall be a maximum of a one-sack cement mix with

sand. 3.01 CONSTRUCTION: Amend Section 02225 TRENCH BACKFILL, PART 3 EXECUTION, 3.01 CONSTRUCTION, Paragraph B.3. & 4. to read as follows:

B. TYPE A TRENCH BACKFILL 3. If the backfilled trench has not been tested at required intervals during

backfilling, the CONTRACTOR shall provide excavation equipment to dig compaction test holes through each untested layer of backfill. Compaction tests shall be required for each one foot layer of backfill at linear intervals not to exceed 200 feet (61 m) whether tests are performed during backfilling or via test holes. Should tests fail, the CONTRACTOR shall remove all trench backfill above the failed lift and rework to passing compaction the area of deficiency as determined by the ENGINEER.

4. For graveled streets and alleys the backfill shall be completed by blading the stripped gravel back over the trench.

3.02 COMPACTION: Delete first Section 02225 TRENCH BACKFILL, PART 3 EXECUTION, 3.02 COMPACTION, in its entirety. Delete Paragraph C. in Section 02225 TRENCH BACKFILL, PART 3 EXECUTION, 3.02 COMPACTION, in its entirety, and renumber Paragraph D. as Paragraph C.. 3.03 TESTING: Amend Section 02225 TRENCH BACKFILL, PART 3 EXECUTION, 3.03 TESTING, to read as follows:

A. Field density testing of compacted fill will be run at all levels. These tests will be performed by a reputable testing firm at the discretion of the ENGINEER and hired and approved by the OWNER. The CONTRACTOR shall provide necessary equipment to dig test holes. The CONTRACTOR shall be responsible for correction of any areas failing compaction tests, and the expense of such correction shall be borne by the CONTRACTOR.

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4.01 METHOD OF MEASUREMENT: Amend Section 02225 TRENCH BACKFILL, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02225 TRENCH BACKFILL, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02227 BACKFILLING FOR PAVEMENT The additions, modifications and deletions herein stated are hereby made to Section 02227, BACKFILLING FOR PAVEMENT, of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Add the following Subsection 2.01 MATERIALS to Section 02227 BACKFILLING FOR PAVEMENT, PART 2 PRODUCTS. 1. Base course for trenches in roadways and surface base material in alleys shall be

City of Laramie Standard, Type I. 3.01 CONSTRUCTION: Amend Section 02227 BACKFILLING FOR PAVEMENT, PART 3 EXECUTION, 3.01 CONSTRUCTION, Paragraph A. to read as follows:

A. Surfaces for trenches in gravel streets or alleys shall be restored to their original shape and the surfacing material shall be of equal quality and equal thickness to that of the original surface, but in no case shall the depth of base be less than twelve inches (12”) in streets and six inches (6”) in alleys. Gravel surfacing material shall be approved by the ENGINEER. Care shall be taken to not contaminate existing gravel surfaces outside the trench area.

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SECTION 02231

AGGREGATE SUB-BASE AND BASE COURSE

The additions, modifications and deletions herein stated are hereby made to Section 02231,AGGREGATE SUB-BASE AND BASE COURSE, of the Wyoming Public Works Standard Specifications.

1.01 SUMMARY:

AMEND Section 02231 AGGREGATE SUB-BASE AND BASE COURSE, PART 1GENERAL, 1.01 SUMMARY to read as follows:

A. This work shall consist of furnishing and placing one or more courses of aggregate andadditives, if required, on a prepared surface in accordance with these specifications andin reasonably close conformity with the lines, grades, thickness, and typical crosssections shown on the plans or established by ENGINEER.

2.01 MATERIALS:

AMEND Section 02231 AGGREGATE SUB-BASE AND BASE COURSE, PART 2MATERIALS, 2.01 MATERIALS add the following, to end of subsection C3:

4. MAGNESIUM CHLORIDE – Magnesium Chloride concentrate shall be a 30%to 35% solution consistent with the requirements of ASTM E449. Contractormust provide a manufacturer’s certification of the unit weight of the magnesiumchloride concentrate (typically in the range of 10 to 11 pounds per gallon, for aapproximate 30% solution of magnesium chloride).

3.02 APPLICATION:

AMEND Section 02231 AGGREGATE SUB-BASE AND BASE COURSE, PART 3EXECUTION, 3.02 APPLICATION, Paragraph C. to read as follows:

C. Road Mix Method - After material for each layer of the course has been placed, thematerials shall be mixed while in the range of plus 2% or minus 4% of optimum moisturecontent, by means of motor graders or other approved equipment until the mixture isuniform throughout.

3.02 APPLICATION:

AMEND Section 02231 AGGREGATE SUB-BASE AND BASE COURSE, PART 3EXECUTION, 3.02 APPLICATION, add the following, immediately after Paragraph D:

E. Magnesium Chloride – A magnesium chloride solution shall be evenly applied to theroad surface. The concentrate shall be diluted in the field at a rate of 50% magnesiumchloride concentrate and 50% water. The general application rate shall be 3/10th of agallon of concentrate per square yard, unless the flow rate is stated elsewhere in thespecial provisions.1. The magnesium chloride solution shall be applied:

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a) Within 30 calendar days of aggregate base placement for all aggregate surfacessubject to traffic conditions, or

b) To all final aggregate base roadway surfaces prior to winter shut down, orc) As called for elsewhere in the Special Provisions.

3.03 SHAPING AND COMPACTION:

AMEND Section 02231 AGGREGATE SUB-BASE AND BASE COURSE, PART 3EXECUTION, 3.03 SHAPING AND COMPACTION, Paragraph B. to read as follows:

B. If the required compacted depth of sub-base course exceeds 6" (150 mm), the courseshall be constructed in 2 or more layers of approximately equal thickness. The maximumcompacted thickness of any one layer shall not exceed 6" (150 mm). When vibrating orother approved types of special compacting equipment are used, the depth of a singlelayer of the course may be increased upon approval by ENGINEER.

3.03 SHAPING AND COMPACTION:

Add the following Paragraph D. to Section 02231 AGGREGATE SUB-BASE AND BASECOURSE, PART 3 EXECUTION, 3.03 SHAPING AND COMPACTION.

D. Aggregates shall be shaped in a manner as to prevent segregation of the sub-base and basecourse.

4.01 METHOD OF MEASUREMENT:

Amend Section 02231 AGGREGATE SUB-BASE AND BASE COURSE, PART 4METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT toread as follows:

A. The method of measurement shall be as called for in the Special Provisions.

4.02 BASIS OF PAYMENT:

Amend Section 02231 AGGREGATE SUB-BASE AND BASE COURSE, PART 4METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read asfollows:

A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02273 RIPRAP The additions, modifications and deletions herein stated are hereby made to Section 02273, RIPRAP, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 02273 RIPRAP, PART 1 GENERAL, 1.01 SUMMARY to read as follows: A. This work shall consist of the bank or water course protection courses in

accordance with these specifications and in reasonably close conformity with the lines, grades, and thickness shown on the plans or established by ENGINEER.

4.01 METHOD OF MEASUREMENT: Amend Section 02273 RIPRAP, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02273 RIPRAP, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02280 TOPSOIL The additions, modifications and deletions herein stated are hereby made to Section 02280, TOPSOIL, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 02280 TOPSOIL, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02280 TOPSOIL, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02290 WATERING The additions, modifications and deletions herein stated are hereby made to Section 02290, WATERING, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 02290 WATERING, PART 1 GENERAL, 1.01 SUMMARY to read as follows: A. This item shall consist of furnishing and applying water required in the

compaction of embankments, subgrades, base courses and surface course, or for the control of dust for the safety and convenience of the public, for the reduction of the dust nuisance with adjacent property, or for other purpose as directed by the ENGINEER, in accordance with the requirements of these specifications.

2.01 WATER SOURCE: Add the following paragraph to Section 02290 WATERING, PART 2 MATERIALS, 2.01 WATER SOURCE. B. Water obtained from the City Water Department shall be taken from locations and

by methods as approved by ENGINEER. 3.01 WATER ADDED: Amend Section 02290 WATERING, PART 3 EXECUTION, 3.01 WATER ADDED, Paragraph A. to read as follows: A. Deficiencies in moisture content of embankment materials, aggregate sub-base,

base, or surfacing courses shall be corrected by the addition of water by approved water distribution equipment. Water for dust control, finishing operations, and seeding shall be applied by approved distributor equipment.

3.01 WATER ADDED: Amend Section 02290 WATERING, PART 3 EXECUTION, 3.01 WATER ADDED, Paragraph A. 2. to read as follows: 2. Aggregate Courses. Water added to aggregate courses shall be applied to

the material immediately prior to mixing and placing the material. 4.01 METHOD OF MEASUREMENT:

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Amend Section 02290 WATERING, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02290 WATERING, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02510 PORTLAND CEMENT TREATED MIXTURES The additions, modifications and deletions herein stated are hereby made to Section 02510, PORTLAND CEMENT TREATED MIXTURES, of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Amend Section 02510 PORTLAND CEMENT TREATED MIXTURES, PART 2 PRODUCTS, 2.01 MATERIALS, Paragraph B.1. to read as follows: 1. Cement treated base: Comply with pavement base course specification

under Section 02231, AGGREGATE SUB-BASE AND BASE COARSES.

3.03 CURING AND PROTECTION: Amend Section 02510 PORTLAND CEMENT TREATED MIXTURES, PART 3 EXECUTION, 3.03 CURING AND PROTECTION, Paragraph A., to read as follows: A. Moist curing (water fogging): Exposed surfaces of cement treated base shall be

kept continuously moist with a fog spray for 7 days.

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SECTION 02511 ROAD MIX BITUMINOUS PAVEMENTS The additions, modifications and deletions herein stated are hereby made to Section 02511, ROAD MIX BITUMINOUS PAVEMENTS, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 02511 ROAD MIX BITUMINOUS PAVEMENTS, PART 1 GENERAL, 1.01 SUMMARY, Paragraph B. to read as follows: B. This work shall consist of constructing one or more courses of a road mix

bituminous mixture on the prepared foundation in accordance with these specifications, and in reasonably close conformity with the lines, grades, thickness, and typical cross sections on the plans or established by ENGINEER.

4.01 METHOD OF MEASUREMENT: Amend Section 02511 ROAD MIX BITUMINOUS PAVEMENTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02511 ROAD MIX BITUMINOUS PAVEMENTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02512 PLANT MIX PAVEMENTS The additions, modifications and deletions herein stated are hereby made to Section 02512, PLANT MIX PAVEMENTS, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 02512 PLANT MIX PAVEMENTS, PART 1 GENERAL, 1.01 SUMMARY, Paragraph B. to read as follows: B. This work shall consist of one or more courses of bituminous mixture

constructed on the prepared foundation in accordance with these specifications and the specific requirements of the type under contract, and in reasonably close conformity with the lines, grades, thickness and typical cross sections shown on the plans or established by ENGINEER.

1.01 RELATED WORK: Add the following Paragraph F. to Section 02512 PLANT MIX PAVEMENTS, PART 1 GENERAL, 1.01 RELATED WORK. F. Section 02227, Backfilling for pavement. 1.05 DEFINITIONS: Amend Section 02512 PLANT MIX PAVEMENTS, PART 1 GENERAL, 1.05 DEFINITIONS to read as follows:

A. Plant mix pavement is considered a surface course in all cases. B. Plant mix bituminous base is considered a sub-surface course.

3.02 APPLICATION: Amend Section 02512 PLANT MIX PAVEMENTS, PART 3 EXECUTION, 3.02 APPLICATION, Paragraphs B, C & D to read as follows: B. Plant mix wearing course shall be placed between the dates of June 1st and

September 15th unless otherwise specified by ENGINEER in the Special Provisions.

C. Bituminous plant mix shall not be placed on any wet surface; when the

atmospheric temperatures are less than those specified in the following table; or, when weather conditions otherwise prevent the proper handling or finishing of the bituminous mixtures:

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* Minimum Ambient Temperature (°F) (°C) COMPACTED THICKNESS SURFACE COURSE SUBSURFACE COURSE Less than 1" 60 (16) 55 (13) 1" to and including 2" 40 (4) 40 (4) More than 2" 40 (4) 35 (2)

* May 1 to October 15 or as specified in the Contract Documents.

D. Spot leveling or the bottom lift of a leveling course may be placed at 50°F

(10°C) if additional courses are placed on the same contract. Amend Section 02512 PLANT MIX PAVEMENTS, PART 3 EXECUTION, 3.02 APPLICATION, Paragraph F. SPREADING AND FINISHING, 6. b. to read as follows: b. A floating beam of not less than 20' (6.1 meters) in length

attached to the paver and riding on previously placed base or pavement material. The beam shall be equipped with a floating string or other device that will actuate the automatic screed control in reference to the base on which it is riding. Unless otherwise permitted by ENGINEER, the first ribbon of the first course of pavement material shall be controlled by the independent control wire. Subsequent ribbons may be controlled by the beam reference system.

Amend Section 02512 PLANT MIX PAVEMENTS, PART 3 EXECUTION, 3.02 APPLICATION, Paragraph F. SPREADING AND FINISHING, add the following: 11. The final surface mat must be rolled with a pneumatic tired

roller, to ensure a tight surface. Amend Section 02512 PLANT MIX PAVEMENTS, PART 3 EXECUTION, 3.02 APPLICATION, Paragraph J. JOINTS to read as follows: 1. Placing of the bituminous paving shall be as continuous as possible.

Rollers shall not pass over the unprotected end of a freshly laid mixture unless authorized by ENGINEER. Transverse joints shall be formed by cutting back on the previous run to expose the full depth of the course. When directed by ENGINEER, a brush of bituminous material shall be used on contact surfaces of transverse joints just before additional mixture is placed against the previously rolled material.

3.03 PROTECTION: Amend Section 02512 PLANT MIX PAVEMENTS, PART 3 EXECUTION, 3.03 PROTECTION to read as follows:

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A. During any delays or suspensions of work, as outlined in the Contract Documents, CONTRACTOR shall be responsible for maintaining the quality of all leveling courses until the placement of additional courses. Maintenance of leveling courses because of delays or suspension of work will be done at CONTRACTOR’S expense unless otherwise specified in the Contract Documents.

4.01 METHOD OF MEASUREMENT: Amend Section 02512 PLANT MIX PAVEMENTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02512 PLANT MIX PAVEMENTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02520 PORTLAND CEMENT CONCRETE PAVEMENT The additions, modifications and deletions herein stated are hereby made to Section 02520, PORTLAND CEMENT CONCRETE PAVEMENT, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 1 GENERAL, 1.01 SUMMARY to read as follows: A. This work shall consist of constructing a pavement composed of Air-Entrained

Portland Cement Concrete constructed on a prepared subgrade or base course in accordance with these specifications and in reasonably close conformity with the lines, grades, thicknesses, and typical cross sections shown on the plans or designated by the ENGINEER.

2.01 MATERIALS: Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 2 PRODUCTS, 2.01 MATERIALS, Paragraph D, Item 3 to read as follows: 3. Liquid Membrane-Forming Compounds for Curing Concrete AASHTO M-148,

Type 1 Class A and B, white pigmented. 3.01 CONDITIONING OF SUBGRADE OR BASE COURSE: Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 3 EXECUTION, 3.01 PROPORTIONING CONCRETE MIX, Paragraph A. to read as follows:

A. The concrete shall meet the following requirements: 1. Maximum slump of four and one-half inches (4 1/2") (114.3 mm) 2. Design flexural strength as specified or shown on the drawings. 3. The cement content shall be appropriate to produce a mixture meeting the

requirements for the specific job conditions, a maximum water-cement ratio of 0.45, durable and scale resistant concrete.

4. Flyash maybe substituted for portland cement up to a maximum of 20 percent based on replacing 75 pounds (33.9 kilograms) of portland cement with 100 pounds (45.2 kilograms) of flyash.

5. The percentage of air entrained in the mix shall be 5 - 7 percent. 6. Pavement shall be class 4000 or higher.

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3.05 CONDITIONING OF SUBGRADE OR BASE COARSE: Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 3 EXECUTION, 3.05 CONDITIONING OF SUBGRADE OR BASE COARSE, by editing the title of the Section to read as follows: CONDITIONING OF SUBGRADE OR BASE COURSE

Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 3 EXECUTION, 3.05 CONDITIONING OF SUBGRADE OR BASE COARSE, Paragraphs A. & B. to read as follows:

A. When side forms have been securely set to grade, the subgrade or base course shall be brought to proper cross section. Low areas may be filled with subgrade or base course material and compacted to the specified density, or filled with concrete integral with the pavement. The finished grade shall be maintained in a smooth and compacted condition until the pavement is placed.

B. The subgrade or base course shall be uniformly moist when the concrete is placed. If it subsequently becomes too dry, the subgrade or base course shall be sprinkled, but the method of sprinkling shall not be such as to form mud or pools of water.

3.14 CURING: Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 3 EXECUTION, 3.14 CURING, Paragraph A, Item 4, by replacing the last sentence with the following:

Unless otherwise specified, the covering shall be maintained in place for 3 days (72 hours) to 7 days (168 hours) after the concrete has been placed.

Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 3

EXECUTION, 3.14 CURING, by adding Paragraph D as follows:

D. Refer to Section 03370 Concrete Curing, for additional requirements on silane water repellant, film forming cure/seal product, or other cure and seal products.

4.01 METHOD OF MEASUREMENT: Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions.

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4.02 BASIS OF PAYMENT: Amend Section 02520 PORTLAND CEMENT CONCRETE PAVEMENT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02528

CONCRETE CURBS AND COMBINED CURBS AND GUTTERS

The additions, modifications and deletions herein stated are hereby made to Section 02528, CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 2 PRODUCTS, 2.01 MATERIALS, Paragraph A. to read as follows: A. PORTLAND CEMENT CONCRETE – Air-entrained Portland Cement Concrete

shall conform to the requirements of Section 03304, Subsection 2.09, Class 4500 (as modified).

3.02 SUBGRADE AND BASE COARSE PREPARATION: Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION, 3.02 SUBGRADE AND BASE COARSE PREPARATION, by editing the title of the Section to read as follows: SUBGRADE AND BASE COURSE PREPARATION Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION, 3.02 SUBGRADE AND BASE COARSE PREPARATION, Paragragh D to read as follows:

D. When required on the plans base course will be installed to the required grade in accordance with Section 02231, Subsection 3.03.

3.04 FINISHING: Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION, 3.04 FINISHNG, by deleting Paragraph E in its entirety, and replacing it with the following:

E. Steel finishing tool (including fresnos) shall not be used to finish air-entrained concrete with the exception of jointers and edgers.

3.05 JOINTING: Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION, 3.05 JOINTING, Paragraph A. CONTRACTION JOINTS to read as follows:

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A. CONTRACTION JOINTS - Transverse weakened-plane contraction joints shall be constructed at right angles to the curb line at intervals not exceeding 10 feet (3.05 meters). Joint depth shall average at least 1/3 of the cross section of the concrete. Joints in new construction shall match joints in adjacent existing concrete.

Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION, 3.05 JOINTING, Paragraph B. EXPANSION JOINTS to read as follows: B. Expansion joints, when required, shall be constructed at right angles to the curb

line at immovable structures and at points of curvature for short-radius curves. Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION, 3.05 JOINTING, Paragraph D. to read as follows: D. Curbs or combined curbs and gutters constructed adjacent to existing concrete shall

have the same type of joints as in the existing concrete, with similar spacing; however, contraction joint spacing shall not exceed 10 feet (3.05 meters).

3.06 PROTECTION: Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION, 3.06 PROTECTION, Paragraph B. to read as follows: B. When concrete is being placed in cold weather and the temperature may be

expected to drop below 35°F. (2° C), concrete shall be placed and protected in accordance with the provisions of ACI 306. Concrete injured by frost action shall be removed and replaced at the CONTRACTOR'S EXPENSE.

Add the following Paragraph C. to Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 3 EXECUTION. 3.06 PROTECTION. C. Concrete shall not be subjected to vehicular wheel loading for a period of seven (7)

days following placement, except as approved by ENGINEER. 4.01 METHOD OF MEASUREMENT: Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02528 CONCRETE CURBS AND COMBINED CURBS AND GUTTERS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02545 BITUMINOUS MATERIALS The additions, modifications and deletions herein stated are hereby made to Section 02545, BITUMINOUS MATERIALS, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 02545 BITUMINOUS MATERIALS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02545 BITUMINOUS MATERIALS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02550

PRIME COAT

The additions, modifications and deletions herein stated are hereby made to Section 02550, PRIME COAT, of the Wyoming Public Works Standard Specifications. 3.01 PREPARATION: Amend Section 02550 PRIME COAT, PART 3 EXECUTION, 3.01 PREPARATION, Paragraph A. to read as follows:

A. The surface to be primed shall be shaped to the required grade and section, shall be free from all ruts, corrugations, segregated material, or other irregularities, and shall be uniformly compacted.

4.01 METHOD OF MEASUREMENT: Amend Section 02550 PRIME COAT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02550 PRIME COAT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02551

TACK COAT

The additions, modifications and deletions herein stated are hereby made to Section 02551, TACK COAT, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 02551 TACK COAT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02551 TACK COAT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02552

SEAL COAT

The additions, modifications and deletions herein stated are hereby made to Section 02552, SEAL COAT, of the Wyoming Public Works Standard Specifications. 3.02 APPLICATION EQUIPMENT: Amend Section 02552 SEAL COAT, PART 3 EXECUTION, 3.02 APPLICATION, Paragraph B. EQUIPMENT, Subparagraph 3. to read as follows:

3. A pneumatic-tired roller which shall be self-propelled, the gross load of which shall be adjustable to apply 200 to 350 pounds per square inch (1.40 to 2.45 mPa) of compaction width as directed. The operating weight shall be as directed. Tire pressure or contact pressure may be specified for pneumatic-tired rollers. Pneumatic-tired rollers shall be operated at a maximum speed of 5 miles per hour (8 kmh).

4.01 METHOD OF MEASUREMENT: Amend Section 02552 SEAL COAT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02552 SEAL COAT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02553 BITUMINOUS SURFACE TREATMENT The additions, modifications and deletions herein stated are hereby made to Section 02553, BITUMINOUS SURFACE TREATMENT, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 02553 BITUMINOUS SURFACE TREATMENT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02553 BITUMINOUS SURFACE TREATMENT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02570 ADJUSTING STREET FIXTURES The additions, modifications and deletions herein stated are hereby made to Section 02570, ADJUSTING STREET FIXTURES, of the Wyoming Public Works Standard Specifications. 3.01 METHOD OF CONSTRUCTION: Amend Section 02570 ADJUSTING STREET FIXTURES, PART 3 EXECUTION, 3.01 METHOD OF CONSTRUCTION, Paragraph C. to read as follows:

C. Manholes, cleanouts and water valve boxes shall be adjusted to final grade before the seal coat is applied. Preliminary adjustment may be required to allow placing of base courses and paving over the manholes, cleanout or water valve.

4.01 METHOD OF MEASUREMENT: Amend Section 02570 ADJUSTING STREET FIXTURES, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02570 ADJUSTING STREET FIXTURES, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02645

FIRE HYDRANTS The additions, modifications and deletions herein stated are hereby made to Section 02645, FIRE HYDRANTS, of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Amend Section 02645 FIRE HYDRANTS, PART 2 PRODUCTS, 2.01 MATERIALS, Paragraph 2 to read as follows: 2. Hydrants shall be Mueller, Model No. A-423 Centurion 250, right-hand-open, for

six-foot cover with mechanical joint shoe, or as approved by ENGINEER. All cap screws and T-bolts below finish grade shall be stainless steel.

Delete Paragraph 3. of Section 02645 FIRE HYDRANTS, PART 2 PRODUCTS, 2.01 MATERIALS in it's entirety. 3.01 INSTALLATION: Amend the last sentence of Paragraph B., Section 02645 FIRE HYDRANTS, PART 3 EXECUTION, 3.01 INSTALLATION to read as follows: Hydrant installation shall be in accordance with the City of Laramie Standard Drawing for Hydrant Assembly or as specified in the Special Provisions. 4.01 METHOD OF MEASUREMENT: Amend Section 02645 FIRE HYDRANTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02645 FIRE HYDRANTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02665

WATER DISTRIBUTION AND TRANSMISSION SYSTEMS The additions, modifications and deletions herein stated are hereby made to Section 02665, WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, A. PIPE, 1. to read as follows:

1. Pipe used in new water main construction shall be Polyvinyl Chloride Pressure Pipe as specified to follow, unless otherwise called out in the Special Provisions. All other water main installations shall be in accordance with the following specifications:

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, A. PIPE, 2. DUCTILE IRON PIPE, Paragraph a. to read as follows:

a. Ductile iron pipe shall conform to the provisions of AWWA Specifications C-151. Wall thickness shall be as shown in the Special Provisions. Ductile iron pipe (D.I.P.) shall have a minimum pressure rating of 200 psi.

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, A. PIPE, 3. POLYVINYL CHLORIDE (PVC) PRESSURE PIPE, Paragraph a. to read as follows:

a. PVC pipe for the water mains (4” to 12”) shall meet the requirements of AWWA Specification C-900, “Polyvinyl Chloride Pressure Pipe”, made to ductile iron O.D.’s for “Push-On” joints, DR-14. Pipe joints shall be with an elastomeric gasket or joint.

b. PVC pipe for the water mains (greater than 12”) shall meet the requirements of AWWA Specification C-905, “Polyvinyl Chloride Pressure Pipe”, made to ductile iron O.D.’s for “Push-On” joints, DR-18. Pipe joints shall be with an elastomeric gasket or joint.

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, A. PIPE, 7. CASING PIPE, Paragraph a. to read as follows: a. Pipe used to case waterline - sewerline crossings shall be (PVC) DR-26 water pipe,

(PVC) DR-35 sewer pipe, or smooth steel pipe, with a minimum inside diameter of 1.25 times outside diameter of carrier pipe.

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Add Paragraphs: c., d. and e. to Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, A. PIPE, 7. CASING PIPE to read as follows: c. The minimum yield point of smooth steel casing pipe shall be 35,000 psi with wall

thickness to withstand superimposed loads or as required by ENGINEER. Minimum casing pipe thickness shall be 0.25 inches.

d. The ends of smooth steel casing pipe shall be beveled for field welding. e. All smooth steel casing pipe shall have a coal-tar enamel exterior coating.

Damaged coating and field welds shall be painted in accordance with AWWA C203-86, Section 2, prior to installation. Bonded epoxy coatings or other specific cathodic protection may be required in aggressive soils.

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, B. FITTINGS AND COUPLINGS, Paragraph 1. to read as follows:

1. Cast iron or ductile iron fittings used for water mains shall be Class 250 conforming to AWWA C-110, Gray-Iron and Ductile Irons Fittings for Water and Other Liquids, and shall be connected to the new main with approved mechanical restraints. Joints for Ductile Iron and PVC Pipe shall be mechanical joint or “Push-On” joints conforming to AWWA C-111. The interior of the fitting shall have a cement mortar lining conforming to AWWA C-104. The outside surface of the fitting shall receive a bituminous coating approximately one (1) mil thick. Couplings for making connections to existing pipelines and fire hydrants shall be Smith-Blair Type 413, Type 433, Type 435, or Dresser Style 62, Style 153, Style 162, mechanical-joint connecting pieces and mechanical-joint sleeves, or an approved equal. All cap screws and T-bolts below finish grade shall be series 300 stainless steel. Anti-seize compound shall be applied to all stainless-steel-to-stainless-steel bolt and nut connections prior to assembly.

Add the following Paragraph to Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, B. FITTINGS AND COUPLINGS, to read as follows:

3. All service connections made to the PVC water main shall be made with Ford Iron Service Saddles, FC202, or equal. Two inch meter valve shall be flanged, Ford ball valve, BF 43777W, or equal. Magnesium anodes shall be 17 lb., Farwest Corrosion Control Company, or equal. Anodes shall be attached with patch to the fitting, valve, corporation stop, hydrant, or other buried metallic appurtenances using The Cadweld Connection, or equal.

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Amend Section 02665 WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 Materials, C. AIR RELIEF VALVES, BLOW OFFS, FLUSHING HYDRANTS, Paragraph 1. to read as follows:

1. These shall be of material compatible to the main installation and shall meet pressure and flow requirements equal to or exceeding the main installation or as required by the manufacturer.

Amend Section 02665 WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 Materials, D. GATE VALVES, Paragraph 3. to read as follows:

3. Gate valves for underground installation shall have a two-inch square wrench nut for key operation. All valves shall open clockwise unless indicated otherwise in the Special Provisions. Water gate valves, valve boxes and bonnets shall be City of Laramie Standard.

Amend Section 02665 WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 Materials, D. GATE VALVES, by adding the following after Paragraph 3:

4. Gate valves for underground installation shall have an exterior coating of fusion-bonded epoxy per AWWA C550.

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, E. BUTTERFLY VALVES, Paragraph 3. to read as follows:

3. Operators for underground service shall be permanently lubricated screw-type operators, totally enclosed and of watertight construction. Overload protection shall be incorporated into the operator allowing the application of 450 foot-pounds ( 610 newton-meters) input torque at full-open and full-closed positions without damage to the operator or valve. A two-inch square wrench nut and valve box shall be provided for operating the valve. All valves shall open clockwise unless indicated otherwise in the Special Provisions.

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 Materials, F. RESILIENT SEATED GATE VALVES, Paragraph 4. to read as follows:

4. Resilient Seated Gate Valves for underground installation shall have two-inch (50 mm) square wrench nut for key operation. All valves shall open clockwise unless indicated otherwise in the Special Provisions.

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Amend Section 02665 WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 Materials, F. RESILIENT SEATED GATE VALVES, by adding the following after Paragraph 5:

6. Resilient seated gate valves for underground installation shall have an exterior coating of fusion-bonded epoxy per AWWA C550.

Amend Section 02265 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, G. VALVE BOXES to read as follows: G. VALVE BOXES 1. Valve boxes shall be cast iron, 5 ¼” (130 mm) diameter adjustable valve

boxes. Valve boxes shall be of the screw type and of sufficient length for the pipe bury as specified. The cast iron cover of the valve box shall have the word “Water” stamped thereon.

Amend Section 02265 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, H. WATER SERVICE PIPE to read as follows: H. WATER SERVICE PIPE 1. Pipe used in water service line construction shall be Type K soft copper,

conforming to Federal Specification WW-T-799 or ASTM B88-62. Amend Section 02265 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, I. CORPORATION STOPS to read as follows: I. CORPORATION STOPS

1. Corporation stops shall be Ford F1000 (cc thread), or equal, unless indicated otherwise in the Special Provisions and/or on the Drawings.

Amend Section 02265 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, M. PIPE INSULATION, Paragraph 2. to read as follows:

2. The five-year aged R Value per inch shall be five (5) when tested at 75°F mean temperature in accordance with ASTM Specification C518.

Add the following Paragraph N. to Section 02265, WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS: N. VALVE BONNETS: 1. Valve bonnets shall be Tyler No. 160, or an approved equal.

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Add the following Paragraphs: O. CASING SEALS, P. CASING SPACERS, Q. BANDS and R. TRACE WIRE to follow Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS: O. CASING SEALS a. Casing seals shall be constructed of high density rubber with stainless steel

bands. P. CASING SPACERS a. Casing spacers shall be constructed of stainless steel with polymer

supports, or an approved equal. Q. BANDS a. Bands shall be stainless steel and shall have a minimum thickness of 0.015

inch and a minimum 3/4 inch width. R. TRACE WIRE a. Trace wire shall be a minimum 12 gage THHN solid strand copper. All

bare wire shall be coated with an approved sealant. b. Trace wire shall be checked for continuity (i.e. traced) with the City’s line

locator after backfill operations are complete. Any discontinuities discovered must be corrected prior to final walk thru with City Staff.

3.01 CONSTRUCTION: Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSIONS SYSTEM PART 3 EXECUTION, 3.01 CONSTRUCTION, A. GENERAL, add the following paragraph:

3. Access to the water system, must be maintained at all times. City personnel must have immediate access to all valves, hydrants, blow off, etc, in the event of an emergency.

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSIONS SYSTEM PART 3 EXECUTION, 3.01 CONSTRUCTION, E. LAYING OF PIPE, Paragraph 10. to read as follows:

10. Reaction or thrust blocking shall be applied at all tees, plugs, caps and at bends deflecting 11 ¼ degrees or more, or movement shall be prevented by attaching suitable metal rods or straps as approved by ENGINEER. Reaction blocking shall be concrete having a compressive strength of not less than 3,000 pounds per square inch at 28 days. Blocking shall bear against undisturbed material and shall be designed on 150 psi minimum main pressure and a maximum of 2,000 pounds per square foot allowable soil bearing capacity, unless otherwise noted in the Special Provisions. The area of bearing on the pipe and on the ground shall be as shown on the Drawings. The blocking shall be so placed that the pipe and fitting joints will be accessible for repair.

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Add the following Paragraph 12. to Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 3 EXECUTION, 3.01 CONSTRUCTION, E. LAYING OF PIPE: 12. Trace wire shall be installed over PVC water pipe as directed by ENGINEER. Add the following Subsection G. CASING PIPE INSTALLATION to Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 3 EXECUTION, 3.01 CONSTRUCTION: G. CASING PIPE INSTALLATION 1. Casing pipe shall be installed at the grade and alignment shown on the

plans. 2. Contractor shall provide a smooth, continuous, and uniform casing pipe

with no exterior voids. All voids between casing pipe and the soil shall be filled with an approved grout and in a method approved by the engineer.

3. Each section of casing pipe shall be welded with a full penetration butt

weld around the circumference of the joint to form a watertight continuous conduit with sufficient strength to withstand all stress of loading and jacking.

4. Operations shall be performed in such a manner that will preclude any

deflections of the carrier pipe in excess of that allowable by WPWSS 401.03 E for grade and alignment.

Add the following Subsection H. CARRIER PIPE INSTALLATION to Section 02665 WATER DISTRIBUTION AND TRANSMISSIONS SYSTEMS, PART 3 EXECUTION, 3.01 CONSTRUCTION: H. CARRIER PIPE INSTALLATION 1. Carrier pipe shall be installed at the grade and alignment as shown on the

approved construction drawings. 2. Skids may either be extended for the full length of the pipe, with the

exception of the bell and spigot portion required for assembly, or may be spaced at intervals. Joints must be adequately protected by skids to protect joints from over insertion when pipe is being pushed into casing. Spacing between skids is not to exceed six feet. Minimum length of wood skids shall be 18 inches. Pipe up to 12" in diameter shall have a minimum of 4 skids centered every 90 degrees around the pipe. Pipe over 12" in diameter shall have 6 skids centered at 60 degrees around the pipe. If redwood or pressure treated skids are used, each skid shall be individually attached to the pipe with a minimum of three (3) stainless steel bands.

3. When stainless or polymer casing spacers are used they shall be evenly

spaced along each section of pipe. The linear distance between spacers

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shall not exceed 6 feet. The spacers shall be attached to the pipe inaccordance with the manufacturer's recommendations.

4. The distance between the inside of the casing pipe and the outsidediameter of the skids, casing spacers or cradle runners shall not be such asto allow excess movement. In no case shall movement in the pipe beallowed that results in excess movement under pressure or joint deflectionin water mains, or movement in sewers to such a degree that results inlamp test failure or standing water.

5. The ends of the pipe shall be sealed with approved casing seals.

Add the following Subsection I. TEMPORARY WATER SERVICES to Section 02665WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 3 EXECUTION, 3.01CONSTRUCTION:

I. TEMPORARY WATER SERVICES

1. In the event that the City elects to have the Contractor Provide TemporaryWater Services:

a. Provide temporary water service during times when the existingservice is disturbed, unless the Contractor makes otheracceptable arrangements with the user. Service of domesticwater lines and sewers shall not be interrupted for a period ofmore than 6 hours, unless otherwise approved by the Engineer inwriting. Do not interrupt water or sewer service to a user on theweekend or before 9:00 a.m. on a week day. Provide twenty-four hours notice to the user prior to interrupting service. Do notinterrupt services to commercial users during hours businesshours unless prior approval is obtained.

b. Notify all individuals affected by service interruptions ortemporary connections at least 24 hour prior to the serviceinterruption. If any unscheduled, unannounced, or unapprovedwater outages occur as a result of the Contractor’s activities(including if the Contractor damages any existing water line thatmust remain in service, while installing new water lines), restorethe water service prior to performing any other work.

c. Install and maintain any temporary piping network to provideservice to users. Obtain satisfactory coliform bacteria samplesfrom the temporary network before putting it into use.

d. Protect and maintain the temporary piping from freezing,breaking, leaking, and any other discontinuation in service.

e. Property owners shall notify the Contractor in the event of anytemporary water disturbances.

f. A licensed plumber is required to perform modifications to

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existing plumbing at or within any existing structure.

g. Prior to turning on temporary water the following must bepresent to inspect for leaks and other complications:

1) The manager or owner must be on site for businessand/or multiple residences

2) The owner or tenant must be on site for singleresidences

3.02 SETTING VALVES AND VALVE BOXES:

Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSIONS SYSTEMPART 3 EXECUTION, 3.02 SETTING VALVES AND VALVE BOXES, add the following subsection:

D. Access to valve boxes must be maintained at all times. Provisions must ensurethat the City personnel has immediate access to all valves, in the event of anemergency. If valves are located within paved surfaces, the valve boxes must beadjusted to final grade, and concrete collar installed within three (3) days of finallift of paving.

3.03 SERVICE CONNECTIONS:

Amend the last sentence of Paragraph 1., Section 02665 WATER DISTRIBUTIONS ANDTRANSMISSION SYSTEMS, PART 3 EXECUTION, 3.03 SERVICE CONNECTIONS, A. GENERAL,Paragraph 1. to read as follows:

1. CONTRACTOR shall provide all work and materials for the completeservice line installation, including trench excavation and backfill;making the water main tap; furnishing and installing the corporationstop, curb stop and box, service clamp where necessary, and service linewith fittings as required to make the connections to the stops. Theservice line adjacent to the water main shall be bent slightly into a figure“S” to avoid a rigid connection. All services shall have a minimum ofsix (6) feet (1.8 meters) of cover. See City of Laramie StandardDrawing, Water Service Line Detail.

Delete Paragraph 3., Section 02665 WATER DISTRIBUTIONS AND TRANSMISSIONSYSTEMS, PART 3 EXECUTION, 3.03 SERVICE CONNECTIONS, A. GENERAL in it's entirety.

Amend Section 02665 WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS,PART 3 EXECUTION, 3.03 SERVICE CONNECTIONS, B. SEPARATIONS to read as follows:

B. SEPARATIONS

1. The water service connection shall be installed such that a minimum horizontalseparation from any sanitary sewer main or service line and from any stormsewer or manhole, measured edge of pipe to edge of sanitary or storm main,service line, or manhole, of ten (10) feet (3 meters) is maintained.

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Amend Section 02665 WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS,PART 3 EXECUTION, 3.03 SERVICE CONNECTIONS, by adding the following;

D. SERVICES AND METER PITS & VAULTS

Disconnect existing water service lines and replace these service lines to the existing meterpit or curb stop using new tapping saddles, corporation stops, copper service lines, curbstops and valve boxes. Attach sacrificial anodes to all tapping saddles. The water servicepay items shown in the bid schedule include removal and construction of new waterservices from the main to the corporation stop and connection of the new service to theexisting property owner service

Remove all existing meter pits and furnish and install new meter pits in accordance with theStandard Details.

The Contractor will be responsible for removing, tagging and re-installing existing metersin all cases. Meter pit work includes either:

1. Meter Pit/Vault. Remove the existing meter pit/vault, furnishing and installing anew meter pit/vault and vertically adjusting the new meter pit/vault to the proposedgrade.

2. Meter Pit/Vault, Relocate, Remove the existing meter pit/vault, horizontallyrelocate the meter pit/vault and furnish and install a new meter pit/vault to theproposed grade. Relocate all meter pits/vaults under this item to 1 foot inside ofRight-of-Way.

3.04 VALVE THRUST BLOCKS:

Delete Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS,PART 3 EXECUTION, 3.04 VALVE THRUST BLOCKS in its entirety.

3.06 INSTALLATION OF SHALLOW WATERLINES:

Amend Section 02665 WATER DISTRIBUTIONS AND TRANSMISSION SYSTEMS,PART 3 EXECUTION, 3.06 INSTALLATION OF SHALLLOW WATERLINES to read as follows:

A. SHALLOW WATER LINES

1. Installation of shallow water lines shall only be permitted upon approvalof the Engineer.

2. All installation procedures shall be reviewed by the Engineer prior toexecution of the work.

3. Pipe insulation shall be installed where called for on the plans orrequired by the Engineer. Insulation shall be four (4) feet wide by four(4) inches thick rigid insulation centered over the pipe. Where shown onthe plans or drawings, insulation may be extended vertically on bothsides of the pipe.

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4. Compact pipe bedding material to top of pipe bell, provide smooth compacted surface for insulation board, center insulation board on pipe, place 4" to 6" of pipe bedding material over insulation board.

4.01 METHOD OF MEASUREMENT: Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02665 WATER DISTRIBUTION AND TRANSMISSION SYSTEMS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02670

HYDROSTATIC TESTING The additions, modifications and deletions herein stated are hereby made to Section 02670, HYDROSTATIC TESTING, of the Wyoming Public Works Standard Specifications. 3.02 HYDROSTATIC TESTING OF WATER MAINS: Amend Section 02670 HYDROSTATIC TESTING, PART 3 EXECUTION, 3.02 HYDROSTATIC TESTING OF WATER MAINS, A. PVC, GRAY AND DUCTILE CAST IRON PIPE, Paragraph 1. PRESSURE TEST to read as follows: 1. PRESSURE TEST After the pipe has been laid, all newly laid pipe or any valved section thereof shall

be subjected to a hydrostatic pressure of at least 1.5 X the working pressure at the point of testing, or a minimum of 150 psi (1,035.0 kPa), whichever is greater. The test pressure may be reduced as directed by ENGINEER. Hydrostatic testing shall include all service line connections from the point of connection to the curb stop.

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SECTION 02675

DISINFECTION The additions, modifications and deletions herein stated are hereby made to Section 02675, DISINFECTION, of the Wyoming Public Works Standard Specifications. 3.02 DISINFECTING WATER MAINS: Amend Section 02675 DISINFECTION, PART 3 EXECUTION, 3.02 DISINFECTING WATER MAINS, B. to read as follows:

B. When the disinfecting of water mains is to be done under a separate contract the ENGINEER shall provide the following items of specific information in his supplementary specifications. When the disinfecting of water mains is to be done as part of a contract for installing the mains, the CONTRACTOR shall provide the following items of specific information as part of his work plan and progress schedule, subject to approval of the ENGINEER:

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SECTION 02700

SANITARY SEWER SYSTEMS The additions, modifications and deletions herein stated are hereby made to Section 02700, SANITARY SEWER SYSTEMS, of the Wyoming Public Works Standard Specifications. Add the following Subsection 1.02.1 RELATED WORK to Section 02700 SANITARY SEWER SYSTEMS, PART 1 GENERAL. 1.02.1 RELATED WORK: A. Section 02665, Water Distribution and Transmission Systems. 2.01 MATERIALS: Amend Section 02700 SANITARY SEWER SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, F. CASING PIPE, Paragraph 1. to read as follows:

1. Pipe used to case waterline - sewerline crossings shall be (PVC) DR-26 water pipe, (PVC) DR-35 sewer pipe, smooth steel pipe or pipe as approved by ENGINEER with a minimum inside diameter of 1.25 times outside diameter of carrier pipe.

Amend Section 02700 SANITARY SEWER SYSTEMS, PART 2 PRODUCTS, 2.01 MATERIALS, G. MANHOLES, Paragraph 1. to read as follows:

1. Manholes shall be constructed of precast concrete rings with frames and covers and steps in accordance with details shown on City of Laramie Standard Drawing, Standard Precast Manhole. Polyethylene manholes shall be as approved by ENGINEER.

3.02 MANHOLE INSTALLATION: Amend Section 02700 SANITARY SEWER SYSTEMS, PART 3 EXECUTION, 3.02 MANHOLE INSTALLATION to read as follows: 3.02 MANHOLE INSTALLATION

A. Manholes shall be constructed to the general dimensions shown. Invert channels shall be smooth and semicircular in shape conforming to the inside of the adjacent sewer section. Changes in direction of flow shall be made with a smooth curve of as large radius as the size of the manhole will permit. Changes in size and grade of the channels shall be made gradually and evenly. The invert channels shall be half-pipe laid in concrete. Invert channels may be formed directly in the concrete of the manhole base only with specific approval of the ENGINEER. The floor of the manhole outside the channel shall be

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smooth and shall slope toward the channel not less than one inch per foot (1 cm/m), normore than two inches per foot (2 cm/m).

B. Free drop inside the manhole shall not exceed two feet (0.61 meters) measured from theinvert of the inlet pipe to the invert of the outlet pipe. Where the drop exceeds two feet(0.61 meters), drop manholes shall be constructed as shown on the typical manholedetail.

C. All connections between wall sections shall be joined with “Kent Seal” manufactured byK.T. Snyder Company, “Con Seal” or approved equal, in such a manner to make themanhole watertight.

D. Manhole construction shall not be greater than one manhole distance behind sewer lineconstruction unless otherwise approved by ENGINEER.

E. Pipe to manhole connections shall be resilient connectors which satisfy ASTM C-923such as PSX Boot by Press - Seal Gasket or Alok Gasket by Alok Products, Inc. or equal.

F. Manholes shall be located at all changes in pipe sizes, vertical or horizontal alignment,pipe intersections, and the end of lines. Terminal sewer clean-outs may be provided atthe end of sewer lines in lieu of manholes if they are not more than 150 feet from thenearest downstream manhole and:1. There are no services upstream of the nearest downstream manhole, or2. With administrative authority approval if services are present upstream of the

nearest downstream manhole and there is a specific approved plan for extensionof the sewer main to the next upstream manhole location which will ultimatelyreplace the temporary sewer terminal clean-out.

G. Access to the sanitary sewer system, must be maintained at all times. City personnelmust have immediate access to all manholes, in the event of an emergency. If manholesare located within paved surfaces, the manhole frames and covers must be adjusted tofinal grade, and concrete collar installed within three (3) days of final lift of paving.

Amend the first sentence of Section 02700 SANITARY SEWER SYSTEMS, PART 3EXECUTION, 3.03 SERVICE LINE INSTALLATION, A. GENERAL, Paragraph 1. to read as follows:

1. Service lines shall be constructed in accordance with City of Laramie StandardDrawing, Sanitary Sewer Service Line.

3.04 TESTING:

Amend Section 02700 SANITARY SEWER SYSTEMS, PART 3 EXECUTION, 3.04TESTING, B. T.V. INSPECTION, Paragraph 1. to read as follows:

1. All sewer, sanitary or storm, shall be inspected by the use of a television camerabefore final acceptance. The costs incurred in making the initial inspection shallbe borne by the CONTRACTOR unless otherwise noted in the SpecialProvisions.

4.01 METHOD OF MEASUREMENT:

Amend Section 02700 SANITARY SEWER SYSTEMS, PART 4 METHOD OFMEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read asfollows:

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A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02700 SANITARY SEWER SYSTEMS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02725

STORM DRAINS AND CULVERTS The additions, modifications and deletions herein stated are hereby made to Section 02725, STORM DRAINS AND CULVERTS, of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Amend Section 02725 STORM DRAINS AND CULVERTS, PART 2 PRODUCTS, 2.01 MATERIALS, E. HIGH DENSITY POLYETHELENE (HDPE) PIPE to read as follows: E. HIGH DENSITY POLYETHYLENE (HDPE) PIPE

1. The use of High Density Polyethylene (HDPE) Pipe and fittings shall be as approved by the ENGINEER unless otherwise provided in the Special Provisions.

2. High Density Polyethylene (HDPE) Pipe and fittings shall conform to the requirements of ASTM F1759-97(2004) Standard Practice for Design of High-Density Polyethylene (HDPE) Manholes for Subsurface Applications.

3. Installation shall be in accordance with ASTM D-2321, Standard Practice for Underground Installation of Thermoplastic Sewer Pipe.

Add the following Paragraph 2. to follow Section 02725 STORM DRAINS AND CULVERTS, PART 2 PRODUCTS, 2.01 MATERIALS, F. MANHOLES, Paragraph 1: 2. Polyethylene manholes shall be as approved by ENGINEER. 4.01 METHOD OF MEASUREMENT: Amend Section 02725 STORM DRAINS AND CULVERTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02725 STORM DRAINS AND CULVERTS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02776

CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION

The additions, modifications and deletions herein stated are hereby made to Section 02776, CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, 1.01 SUMMARY, Paragraph A, to read as follows:

A. Concrete sidewalk and driveway approaches, curb turn fillets, valley gutters, new monument boxes and other miscellaneous new concrete construction shall consist of air-entrained Portland Cement Concrete constructed in accordance with these specifications. This work shall be in reasonably close conformity with the lines and grades, thicknesses, and typical cross sections shown on the plans or established by the ENGINEER. See applicable City of Laramie Standard Drawings.

2.01 MATERIALS: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, 2.01 MATERIALS, Paragraph A, to read as follows:

A. PORTLAND CEMENT CONCRETE - Air-entrained Portland Cement Concrete shall conform to the requirements of Section 03304, PORTLAND CEMENT CONCRETE. Unless otherwise provided in the Special Provisions, all items shall have a minimum twenty-eight (28) day strength of 4,500 psi, and a maximum water to cementitious material ratio of 0.45.

3.02 SUBGRADE AND BASE COARSE PREPARATION: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, PART 3 EXECUTION, 3.02 SUBGRADE AND BASE COARSE PREPARATION, by editing the title of the Section to read as follows: SUBGRADE AND BASE COURSE PREPARATION Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, PART 3 EXECUTION, 3.02 SUBGRADE AND BASE COARSE PREPARATION,

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Paragraph D., to read as follows: D. When required on the plans base course will be installed to the required grade in accordance with Section 02231. 3.04 PLACING AND FINISHING CONCRETE: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, PART 3 EXECUTION, 3.04 PLACING AND FINISHING CONCRETE, to read as follows:

A. The subgrade or base course shall be properly compacted and brought to specified grade before placing concrete.

B. The subgrade or base course shall be thoroughly dampened immediately prior to the placement of the concrete.

C. Concrete shall be spaded and tamped thoroughly into the forms to provide a dense, compacted concrete free of rock pockets.

D. The exposed surfaces shall be floated, finished and broomed. 1. The surface of concrete shall be finished true to the lines and grades shown on

the plans. 2. Concrete shall be worked until the coarse aggregate is forced down into the body

of the concrete and no coarse aggregate is exposed. The surface shall then be floated with a wooden float to a smooth and uniform surface.

3. When the concrete has hardened sufficiently, the surface shall be given a broom finish. The broom shall be of an approved type. The strokes shall be square across the concrete from edge to edge on sidewalks and parallel with the curb line on curb and gutter, adjacent strokes shall be overlapped. Strokes shall be made without tearing the concrete. The broomed finish shall produce regular corrugations not over one-eighth inch (1/8") (3.2 mm) in depth.

4. Concrete that is adjacent to forms and formed joints shall be edged with a suitable edging tool to the dimensions shown on the plans.

5. With the exception of jointing and edging tools, no steel tools are allowed to be used on the surface finishing of exterior concrete.

E. The rate of concrete placement shall not exceed the rate at which the various placing and finishing operations can be performed in accordance with these specifications.

3.06 PROTECTION: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, PART 3 EXECUTION, 3.06 PROTECTION, Paragraph B. to read as follows: B. When concrete is being placed in cold weather and temperature may be expected

to drop below 35°F. (2° C), concrete shall be placed and protected in accordance with the provisions of ACI 306. Concrete injured by frost action shall be removed and replaced at the CONTRACTOR’S expense.

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Add the following Paragraph C. to Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, PART 3 EXECUTION, 3.06 PROTECTION. C. Concrete shall not be subjected to vehicular wheel loading for a period of seven (7)

days following placement, except as approved by ENGINEER. 3.08 JOINTS: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, 3.08 JOINTS to read as follows: A. Transverse weakened-plan contraction joints shall be constructed at right angles to the curb

line at 5 foot intervals in sidewalks and 10 foot intervals in curb and gutter. Joint depth shall average 1/3 the cross section of the concrete. Joints in new concrete construction shall match joints in adjacent existing concrete.

4.01 METHOD OF MEASUREMENT: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02776 CONCRETE SIDEWALKS, DRIVEWAY APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW CONCRETE CONSTRUCTION, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02805 RELOCATE STREET SIGNS, UTILITY POLES AND MAILBOXES The additions, modifications and deletions herein stated are hereby made to Section 02805, RELOCATE STREET SIGNS, UTILITY POLES AND MAILBOXES, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 02805 RELOCATE STREET SIGNS, UTILITY POLES AND MAILBOXES, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02805 RELOCATE STREET SIGNS, UTILITY POLES AND MAILBOXES, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02895

ENGINEERING FABRIC The additions, modifications and deletions herein stated are hereby made to Section 02895, ENGINEERING FABRIC,of the Wyoming Public Works Standard Specifications. 2.01 MATERIALS: Amend Section 02895 ENGINEERING FABRIC, PART 2 PRODUCTS, 2.01 MATERIALS, C. to read as follows: C. Separation and Stabilization Fabric shall be a woven geosynthetic fabric for soil

stabilization and reinforcement. Acceptable products shall be Mirafi RS580i, as manufactured by Tencate Mirafi, or approved equal based on the following minimum characteristics:

Mechanical Properties Test Method Unit Minimum

Average Roll Value

Strength Tensile Modulus @ 2% Strain ASTM D4595 lbs/ft 90000

Hydraulic Flow Rate ASTM D4491 gal/min/ft2 75

Permittivitiy ASTM D4491 sec-1 1.0 Soil Retention

Apparent Opening Size ASTM D4751 U.S. Sieve 40 4.01 METHOD OF MEASUREMENT: Amend Section 02895 ENGINEERING FABRIC, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02895 ENGINEERING FABRIC, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02900

LANDSCAPING The additions, modifications and deletions herein stated are hereby made to Section 02900, LANDSCAPING, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 02900 LANDSCAPING, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02900 LANDSCAPING, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 02915

UNIT PAVERS The additions, modifications and deletions herein stated are hereby made to Section 02915, UNIT PAVERS, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 02915 UNIT PAVERS, PART 1 GENERAL, 1.01 SUMMARY to read as follows: A. Furnish and place base course, setting bed and interlocking concrete unit pavers,

at the following locations, in the quality, shape, thickness and color specified. Coordinate with work of other sections. 1. Driveways and streets. 2. Walkways and plazas.

1.03 QUALITY ASSURANCE: Amend Section 02915 UNIT PAVERS, PART 1 GENERAL, 1.03 QUALITY ASSURANCE, Paragraph A. to read as follows: A. Comply with applicable sections of these specifications for base couarse and

setting bed preparation, and with ASTM C936 - “Standard Specification for Solid Concrete Interlocking Paving Units.” Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, store, and install pavers in accordance with manufacturer’s printed instructions and approved submittals.

2.01 MATERIALS: Amend Section 02915 UNIT PAVERS, PART 2 PRODUCTS, 2.01 MATERIALS, Paragraph G. to read as follows: G. Base course: Comply with Section 02231 of these specifications. 3.01 PREPARATION: Amend Section 02915 UNIT PAVERS, PART 3 EXECUTION, 3.01 PREPARATION to read as follows:

A. The base course shall be shaped to grade and cross- section, and compacted as specified in Section 02210, to a uniform depth of six inches (6") (150 mm), held 41/8" (103.2 mm) below finish grade.

B. Spread and screed the setting bed sand evenly over the prepared base course to a

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uniform compacted depth of 11/4" (31.5 mm). Do not disturb this course once the desired elevation is achieved.

3.02 PLACEMENT: Amend Section 02915 UNIT PAVERS, PART 3 EXECUTION, 3.02 PLACEMENT, Paragraph B. to read as follows:

B. Pavers shall be seated into the sand bedding course with a plate vibrator capable of 3,000 to 5,000 pounds (1,362 to 2,270 kilograms) compaction force with the surface clean and the joints open.

4.01 METHOD OF MEASUREMENT: Amend Section 02915 UNIT PAVERS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 02915 UNIT PAVERS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 03200

CONCRETE REINFORCEMENT The additions, modifications and deletions herein stated are hereby made to Section 03200, CONCRETE REINFORCEMENT, of the Wyoming Public Works Standard Specifications. 4.01 METHOD OF MEASUREMENT: Amend Section 03200 REINFORCING STEEL, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 03200 REINFORCING STEEL, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 03304

PORTLAND CEMENT CONCRETE The additions, modifications and deletions herein stated are hereby made to Section 03304, PORTLAND CEMENT CONCRETE, of the Wyoming Public Works Standard Specifications. 2.05.1 SOUNDNESS AND REACTIVITY OF AGGREGATE: Add the following Section to follow Section 03304 PORTLAND CEMENT CONCRETE, PART 2 PRODUCTS, 2.05 FINE AGGREGATE: 2.05.1 SOUNDNESS AND REACTIVITY OF AGGREGATE: A. Determine coarse and fine aggregate soundness in accordance with ASTM C 88.

1. For Coarse Aggregate: Weight loss; not exceeding 12 percent by weight when subjected to 5 cycles of sodium sulfate or 18 percent by weight when subjected to 5 cycles of magnesium sulfate.

2. For Fine Aggregate: Weight loss; not exceeding 10 percent by weight when subjected to 5 cycles of sodium sulfate or 15 percent by weight when subjected to 5 cycles of magnesium sulfate.

B. Determine alkali-silica reactivity in accordance with ASTM C 289. Do not use aggregates

determined either potentially or actually deleterious unless service records have shown the aggregates to be innocuous and ENGINEER approves.

2.07 ACI MIX DESIGN: Add the following to Section 03304 PORTLAND CEMENT CONCRETE, PART 2 PRODUCTS, 2.07 ACI MIX DESIGN:

C. Unless otherwise provided in the Special Provisions, concrete shall be, Type II Portland Cement, three-quarter inch (3/4") maximum aggregate, forty percent (40%) crushed stone, minimum twenty-eight (28) day strength of 4,500 psi and four and one-half inch (4 1/2") maximum slump with five to seven percent (5-7%) air entrainment, and a maximum water to cement ratio of 0.45.

2.09 HEATING, WATER AND AGGREGATE: Add the following column to Table No. 03304-2.08 CONCRETE MIX PROPERTIES, Section 03304 PORTLAND CEMENT CONCRETE, PART 2 PRODUCTS, 2.09 HEATING, WATER, AND AGGREGATE:

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CONCRETE CLASSIFICATIONS

CONCRETE PROPERTIES

Class 4500

Specified Compressive Strength f’ at 28 days, min., psi (mPa)

4500 (31.1)

Compressive Strength at 7 days, psi, min. (a) (mPa)

3015 (20.8)

Cement content (94 lb sacks of cement per cubic yard of concrete), min. (b) (c)

Entrained air content, (% by column) 6+1

Slump range, in. (e) (mm) 2 -4 1 / 2 (50 - 114)

4.01 METHOD OF MEASUREMENT: Amend Section 03304 PORTLAND CEMENT CONCRETE, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 03304 PORTLAND CEMENT CONCRETE, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 03310

CONCRETE WORK The additions, modifications and deletions herein stated are hereby made to Section 03310, CONCRETE WORK, of the Wyoming Public Works Standard Specifications. 1.01 SUMMARY: Amend Section 03310 CONCRETE WORK, PART 1 GENERAL, 1.01 SUMMARY, Paragraph A. to read as follows: A. Concrete placement operations for cast-in-place slabs on grade, slabs on fill,

structural frame, drive approaches, curb and gutter, sidewalk and other concrete components.

3.08 CONTROL TESTING: Amend Section 03310 CONCRETE WORK, PART 3 EXECUTION, 3.08 CONTROL TESTING to read as follows:

A. ENGINEER may require one slump test for each batch of concrete placed in the work.

B. In the event that a super-plasticizer is used, ENGINEER may require two slump tests per batch, one slump test before addition of the super-plasticizer and one test after addition of the super-plasticizer.

C. ENGINEER may require a set of at least four standard six-inch test cylinders made and tested for every concrete placement.

D. ENGINEER may require one test for air content of the concrete for each batch of concrete placed in the work. An air content test shall also be made each time a compression test cylinder is made.

4.01 METHOD OF MEASUREMENT: Amend Section 03310 CONCRETE WORK, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 03310 CONCRETE WORK, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows:

A. The basis of payment shall be as called for in the Special Provisions.

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SECTION 03345

CONCRETE FINISHING The additions, modifications and deletions herein stated are hereby made to Section 03345, CONCRETE FINISHING, of the Wyoming Public Works Standard Specifications. 3.03 FINISHING SLABS: Amend Section 03345 CONCRETE FINISHING, PART 3 EXECUTION, 3.03 FINISHING SLABS by adding the following: I. Steel finishing tools (including fresnos) shall not be used to finish air-entrained

concrete with the exception of jointers and edgers.

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SECTION 03370

CONCRETE CURING The additions, modifications and deletions herein stated are hereby made to Section 03370, CONCRETE CURING, of the Wyoming Public Works Standard Specifications. 2.04 CURING COMPOUND: Amend Section 03370 CONCRETE CURING, PART 2 PRODUCTS, 2.04 CURING COMPOUND, Paragraphs B-E. delete all the paragraphs and replace with the following:

B. Substance type: Unless indicated, CONTRACTOR to select from the following: 1. Penetrating Silane Sealer (early construction season)

a. 40% silane by weight b. Weather Worker S-40 (J-29), as manufactured by Dayton Superior or

equivalents. S-40 is an alcohol based product. c. Weather Worker S-40 WB (J-29 WB), as manufactured by Dayton

Superior or equivalents. S-40 WB is a water based product. d. Apply in accordance with manufacturer’s recommendations.

2. Cure and Seal (late fall construction where winter conditions and exposure to deicing chemicals may occur prior to 30 days of air drying) a. 30% solids acrylic copolymer b. Cure & Seal 1315 EF, as manufactured by Dayton Superior or equivalents.

The 1315 EF product is water based. c. Cure & Seal UV 30% (J-23 U.V.), as manufactured by Dayton Superior or

equivalents. The J-23 U.V. product is solvent based. d. Apply in accordance with manufacturer’s recommendations.

3. Cure and penetrating blend of silanes and acrylic copolymers a. Cure & Penetrant (J-21 CP), as manufactured by Dayton Superior or

equivalents. b. Apply in accordance with manufacturer’s recommendations.

3.02 PREPARATION: Amend Section 03370 CONCRETE CURING, PART 3 EXECUTION, 3.02 PREPARATION, Paragraphs B, add the following:

B. Freshly placed concrete to be protected from excessive moisture loss before curing with an evaporation retarder, sheet materials or misting.

C. Evaporation retarders shall not be used as a finishing aid to facilitate the finishing of dried surfaces.

D. If misting is employed, any accumulation of water on the surface of the concrete must be removed, and not finished into surface.

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SECTION 03480

PRE-CAST CONCRETE UNITS The additions, modifications and deletions herein stated are hereby made to Section 03480, PRE-CAST CONCRETE UNITS, of the Wyoming Public Works Standard Specifications. 1.06 DELIVERY, STORAGE AND HANDLING: Amend Section 03480 PRE-CAST CONCRETE UNITS, PART 1 GENERAL, 1.06 DELIVERY, STORAGE AND HANDLING, Paragraph E to read as follows:

E. Unless otherwise approved in writing by the ENGINEER, do not deliver units to job site until required for installation.

2.01 CONCRETE: Amend Section 03480 PRE-CAST CONCRETE UNITS, PART 2 PRODUCTS, 2.01 CONCRETE, add the following:

C. Type III cement is permitted in pre-cast units provided mix design information is submitted by the manufacturer proving that the water to cement ratio in the concrete mix does not exceed 0.38.

4.01 METHOD OF MEASUREMENT: Amend Section 03480 PRE-CAST CONCRETE UNITS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 03480 PRE-CAST CONCRETE UNITS, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

SS-03600-1

SECTION 03600

GROUT The additions, modifications and deletions herein stated are hereby made to Section 03600, GROUT, of the Wyoming Public Works Standard Specifications. 2.02 PORTLAND CEMENT GROUT: Amend Section 03600 GROUT, PART 2 PRODUCTS, 2.02 PORTLAND CEMENT GROUT, Paragraph A. to read as follows: A. Grout shall be 4 sack mix, Type II Portland Cement Concrete, 65% sand, 35% pea gravel, 5" to 7" slump with 5% to 7% air entrainment. 3.01 INSTALLATION: Amend Section 03600 GROUT, PART 3 EXECUTION, 3.01 INSTALLATION, Paragraph B. to read as follows: B. Comply with manufacturer’s instructions. 4.01 METHOD OF MEASUREMENT: Amend Section 03600 GROUT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.01 METHOD OF MEASUREMENT to read as follows: A. The method of measurement shall be as called for in the Special Provisions. 4.02 BASIS OF PAYMENT: Amend Section 03600 GROUT, PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT, 4.02 BASIS OF PAYMENT to read as follows: A. The basis of payment shall be as called for in the Special Provisions.

SS-09080-1

SECTION 09080

CHAIN LINK FENCING 2.01 MATERIALS:

A. All fencing and accessories, wire, gates and accessories, posts and rails shall be galvanized to ASTM A-525 G-90.

B. All pipe shall be schedule 40.

C. Chain link fabric shall be 9 gauge, 2” mesh, 6’ high, closed loop top and bottom.

D. Line posts shall be 2” O.D., corner of brace posts shall be 3” O.D., gate posts shall be 4” O.D.

and brace rail shall be 1-1/2” O.D..

E. Brace rail shall be 1-1/2” O.D., corner or brace posts shall 3” O.D. and gate posts shall 4’ O.D..

F. Tension wire shall be one strand of 7 gauge steel, tie wire shall be one stand 9 gauge aluminum. The fence fabric ties shall be by 9 gauge wire.

G. Tension bars shall be 3/16” x 3/4”.

H. Gate frames shall be constructed of schedule 40 pipe. Galvanized pipe shall have all welds

painted with aluminum paint. Gates shall be furnished with malleable cast hinges, truss rods as shown, and freeze proof locking devices and gate holdbacks.

3.01 CONSTRUCTION:

A. Chain link fabric shall be installed on the outside of the fence. B. Posts shall be of sufficient length that field welding post extensions is not required and it

will not be permitted.

C. Brace panels shall be placed at a maximum of 500’ centers along the fence line, at corners and deflection points. End panels shall be placed at begin/end points and a gate posts.

D. Tension wire and tie wire shall both be stretched from terminal to terminal and secured

firmly to the fabric with 9 gauge hog rings on 24” center. The fence fabric shall be tied to the posts with 9 gauge wire 15“ on centers.

E. Gate frames shall be assembled by welding. Pipe diameters of horizontal vertical members

are as shown. Gates posts and gate holdbacks shall be set in concrete. 4.01 METHOD OF MEASUREMENT AND BASIS OF PAYMENT: Method of measurement and basis of payment shall be as called for in the Special Provisions.

SPECIAL PROVISIONS

SP-1

SPECIAL PROVISIONS These Special Provisions amend or supplement the Supplementary Conditions and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. SP-01 SCOPE OF WORK: This section pertains to all Work covered by the Drawings and Specifications for the construction of the IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II. The items of Work and/or materials of the project consist of those shown in the Bid Form. The Imperial Heights Park Development Phase I and II includes all work necessary for the installation of concrete sidewalk, 70’ prefabricated steel pedestrian walking bridge and abutments, area grading, Playground Equipment furnishing and installation, playground drainage system, playground surfacing, and restorative landscaping for a new park. It shall be the responsibility of the Contractor to properly dispose of all excavated material not used as backfill or salvage, including, but not limited to, excavated asphalt and concrete. All existing material will be evaluated for salvage by a representative of the City of Laramie. All practical consideration shall be made to keep the premises in good and clean condition during the Work as to provide minimal interruption to the property owners residing within the Work area. Storage of materials and equipment and the operations of the Contractor shall be conducted in a manner suitable to the Engineer. The Contractor shall make every effort to complete the work in a manner and fashion that minizes inconvenience to the travelling public and adjacent landowners. The Contractor may temporarily limit access to private driveways within the project area during the course of the Work. The Contractor shall also provide a means for vehicular access to all private driveways by the close of each day during the construction process. Contractor shall be solely responsible for notification of those individuals affected by the road work. Notification may take the form of radio announcements, notices in the local paper, door hangers, advisory signs, etc., to ensure the public is advised of construction activities.

The Contractor shall be responsible to maintain streets that have been disturbed by construction until final surfacing is in place. This includes maintenance of Traffic Control Measures, dust control, and maintenance during shutdown periods such as inclement weather, weekends, or shutdowns for other reasons. All areas open for traffic shall be maintained in such a manner that there are no ruts, pot holes, loose gravel, or any other disturbances which impede traveling on the road. Surfaces shall be maintained so they are readily drivable with 2-wheel drive vehicles and emergency vehicles. Temporary gravel surfacing shall be placed when necessary. The Contractor shall provide measures for accommodating mail delivery, other delivery trucks, garbage collection, school buses and emergency vehicles. The Contractor shall provide the name and telephone number of a person that can be contacted at all times regarding road or traffic issues.” SP-1.01 DRAWINGS: Add the following to Article 1, Section 1.01. A., Paragraph 17., Drawings of the GENERAL CONDITIONS:

SP-2

The following are made part and parcel hereof, and whenever the word Agreement appears herein, the same shall be held to include the Drawings titled IMPERIAL HEIGHTS PARK DEVELOPMENT PHASE I AND II. The above Drawings and these Specifications are intended to be mutually explanatory and complete. In case of any disagreement between the Drawings or the details and the Specifications, the Specifications will take precedence over the Drawings, the details over general Drawings and figures over scaled measurements, but all work called for by one, even if not by the other, shall be fully executed. SP-6.11 USE OF SITE AND OTHER AREAS: Add the following to Section 6.11 of the SUPPLEMENTARY CONDITIONS: All practical consideration shall be made to keep the premises in good and clean condition during the Work as to provide minimal interruption to the property owners residing within the Work area. The Contractor shall provide access to all private driveways during the course of the Work. The Contractor shall also provide a means for vehicular access to all private driveways by the close of each day during the construction process. Storage of materials and equipment and the operations of the Contractor shall be conducted in a manner suitable to the Engineer. SP-6.13 SAFETY AND PROTECTION: Add the following to Section SC-6.13 of the GENERAL CONDITIONS: The general location of utilities in the project area has been shown on the Drawings. The locations given are approximate only and are based on preliminary locations. It shall be the Contractor's responsibility to phone 1-call (phone number 1-800-849-2476) seventy-two (72) hours prior to excavation for utility locates. The Contractor shall be responsible to exercise care in all excavation. Particular consideration shall be given to excavation, backfill and compaction around these utility crossings in order to protect the existing utilities. Damage to said utility lines shall be the Contractor's responsibility. The Contractor shall provide traffic control devices to maintain the flow of traffic around construction areas. Contractor shall submit to Engineer, at least seventy-two (72) hours prior to the start of construction, a detailed plan to be followed by Contractor to accommodate traffic flow in and around construction areas. Said plan shall be approved by Engineer prior to beginning of the work. SP-01041.01 PROJECT COORDINATION: Add the following paragraphs to Section 01041, PROJECT COORDINATION, 1.01 SUMMARY of the Specifications: F. A schedule of the Work shall be submitted to the Engineer for his approval prior to the

Contractor beginning construction. The City of Laramie intends to locally publish said schedule for each day's planned overlay and to erect signs adjacent to the Work areas that the project is funded by the local 1% sales tax and therefore, the schedule shall not be altered by the Contractor without prior written approval by the Engineer.

SP-3

G. The ENGINEER, provides the following estimate of required project testing:

Soil / Base Materials Proctors / Modified Proctor: 3 . Compaction Tests: 12 . Bituminous Asphalt Asphalt Density Tests: 0 . Portland Cement Concrete Air Content 6 . Slump 6 . Cylinders (set of 3) 3 . Actual testing frequency will be in accordance with the applicable specifications. The City and/or its representative maintain its right to call for tests. Contractor will be required to provide testing results with each monthly pay application.

SP-02190.01 AGGREGATES: Add the following to Section 02190, AGGREGATES, 2.06 AGGREGATE FOR FLEXIBLE PAVEMENT, Paragraph A. GENERAL of the Specifications: At the request of the Engineer, Contractor shall submit evidence that the crushed aggregate has a percentage of wear of less than 40 prior to beginning Work. Add the following to Section 02190, AGGREGATES, 2.07 AGGREGATE FOR HOT PLANT MIX BITUMINOUS PAVEMENT of the Specifications: All pavement aggregate shall be Type III. The aggregate shall be 3/4" maximum material grading specification with the gravel source approved by the Engineer. SP-02210 EXCAVATION AND EMBANKMENT: Amend this section to include the following: Subgrade preparation: The subgrade under all new construction and to the limits on embankment construction shall be scarified to a depth of 6”, moisture conditioned as necessary and compacted to 95% of standard proctor. The Contractor shall not place fill or new improvements until the subgrade has been proof-rolled in the presence of the Owner. SP-02225.2.01 TRENCH BACKFILL: A. Pipe Bedding Material. Type 1 pipe bedding shall be used throughout. B. Trench Backfill. Trench backfill shall be in accordance with Section 206, Excavation and Backfill for Culverts, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, Wyoming Highway Department, 1987 Edition.

SP-4

SP-02512 PLANT MIX PAVEMENTS: Amend Paragraph 1. of Section 02512, PLANT MIX PAVEMENTS, PART 2 PRODUCTS, 2.01 MATERIALS, A. BITUMINOUS MATERIALS of the Specifications to read as follows. 1. The Contractor shall submit for the Engineer's approval a job mix formula for the mixture

to be supplied for the project prior to starting Work. Add the following Paragraph 9.c. to Section 02512, PLANT MIX PAVEMENTS, PART 3 EXECUTION, 3.01 PREPARATION, F. REQUIREMENTS FOR ALL PLANTS: 9.c. The required heat chart listed in item 9.b. above, shall also provide information on the daily

tons of asphalt mix produced. SP-02545 BITUMINOUS MATERIALS: Add the following Paragraph to Section 02545, BITUMINOUS MATERIALS, 1.04 SUBMITTALS: E. Tank truck drivers delivering all bituminous materials to the project shall furnish the

Engineer evidence from the refinery that the materials delivered are as specified. Add the following to Section 02545, BITUMINOUS MATERIALS, PART 2 PRODUCTS, 2.10 Materials: The tack coat shall be emulsified asphalt, CSS-1H, with 50% dilution, at 0.1 gal./sq. yd.. Asphalt cement shall be AC-10F or PG 64-28. SP-02895 ENGINEERING FABRIC: Engineering fabric shall be GTF 200, Woven Geotextile, roll width of 12.5' as manufactured by Exxon Chemical Company, or equal, and installed with a minimum 2 foot edge to edge overlap. SP-2900.1.05 LANDSCAPING, WARRANTY: In addition to the provisions set forth, lawn seed shall show uniform germination after a period of twenty-one (21) days. Seeded areas shall be accepted on the basis of having a uniform plant growth. Uniform plant growth shall be defined as when the scattered bare spots, not greater than one square foot, do not exceed three percent (3%) of the total seeded area. The following are direct excerpts from the Environmental Assessment work done for the project and must be followed by the Contractor. 4.2.2.1 USFWS Mitigation Measures for Potential Migratory Birds: If an active nest is encountered at any time, it will be protected from destruction.

SP-5

4.4 Soil Mitigation Measures: The area of disturbance will be kept to a minimum (e.g. heavy equipment will be kept on the road surface to the extent possible). Construction areas will be identified and fenced with construction tape, snow fencing or similar material prior to construction activity. The fencing will define the construction zone and confine activity to the minimum area required for construction. Protection measures will be clearly stated in the construction specification and workers will be instructed to avoid construction activities beyond the construction zone, as delineated by the construction zone fencing. Construction zone materials will be stored in previously disturbed areas. Debris will be removed from the construction area and disposed of properly. Soil erosion due to wind and rain will be minimized. Prior to construction, a construction Storm Water Pollution and Prevention Plan (SWPPP) will be prepared outlining best management practices (BMPs) to prevent erosion and sediment run-off. The BMPs will include using and implementing erosion control, dust control, proper stockpiling and waste management. Upon completion of the construction project, disturbed soils will be revegetated to prevent erosion. Topsoil will be removed and stockpiled for reapplication to disturbed areas when construction is complete. Disturbed areas will be restored to natural contours to the extent possible to reduce the potential for erosion. 4.5.2 Wetlands Mitigation Measures: Should construction work be proposed below the ordinary high water mark of the dry drainage channel, consultation with the USACE will be needed to determine if a permit will be required. 4.6 Air Resources Mitigation Measures: During grading and construction activities, the contractor will comply with applicable rules and regulations identified by the WDEQ. Diesel engine-driven construction equipment on site will be either equipped with clean engines or mufflers will be checked for proper operation. Only equipment in compliance with proper operating specifications will be used. The soil will be disturbed only as much as necessary to minimize the amount of windblown dust in the air. Disturbed areas, including storage piles that are not used for construction purposes, will be stabilized of dust emissions using water, chemical stabilizer/suppressant, or vegetative ground cover. 4.10 Archeological and Historical Sites Mitigation Measures if Encountered The National Historic Preservation Act (NHPA) requires that if newly discovered cultural resources are identified during project implementation, work in that area must stop and the State Historic Preservation Office and NPS Regional Archaeologist must be contacted immediately. The Native American Graves

SP-6

Protection and Repatriation Act (NAGPRA) requires that if inadvertent discovery of Native American Remains or Objects occurs, activity must cease in the area of discovery, as reasonable effort made to protect the item(s) discovered, and immediate notice made to NPS Regional Archeologist, as well as the appropriate Tribal Historic Preservation Offices (THPO). Further, actions also require compliance under the provisions of NHPA and the Archaeological Resource Protection Act. Construction crews should be alerted that in the event of unusual occurrences such as subsurface charcoal concentrations, concentrations of bone, etc. are discovered during construction activities, activities should immediately cease. The findings will be immediately reported to the appropriate officials for the City; additionally, the State and NPS archaeologists must be notified. 4.12.5 Noise and Light Mitigation Measures During Construction To reduce the impact of construction noise to local residents, construction activities must follow Laramie Municipal Code 8.40.060 - Construction Projects. The following is documentation provided to the City of Laramie on development of the Construction Access to the site. This is provided FOR INFORMATION ONLY:

SP-7

SP-8

SP-9

SP-10

Page 1

SPECIAL PROVISIONS - Pre-Fabricated Steel Bridge and Concrete Foundations

1.0 GENERAL

1.1 Scope

These specifications are for a fully engineered clear span bridge of steel construction with concrete foundation and shall be regarded as minimum standards for design and construction. The contractor shall be responsible for coordination with the bridge supplier and foundation engineer and providing all required information for a complete, functioning installation.

1.2 Qualified Suppliers

Each bidder is required to identify their intended bridge supplier as part of the bid submittal. Qualified suppliers must have at least 10 years experience fabricating these type of structures.

The bridge shall be designed and manufactured by:

CONTECH Engineered Solutions, LLC 8301 State Highway 29 North 4021 Gault Avenue South Alexandria, Minnesota 56308 Fort Payne, Alabama 35967 1-800-328-2047 1-800-749-7515

Or approved equivalent.

The contractor must provide the following documentation, during the submittal process after the bid.

1. Product Literature

2. All documentation to insure compliance with these specifications. This shall include:

- Representative design calculations

- Representative drawings

- Splicing and erection procedures

- Warranty information

- Inspection & Maintenance procedures - Welder Qualifications

- Quality Management System

3. Proposed suppliers must have at least ten (10) years experience designing and fabricating

these type structures and a minimum of ten (10) successful bridge projects, of similar construction, each of which has been in service at least seven (7) years. List the location, bridge size, owner, and a contact for reference for each project.

The engineer will evaluate and verify the accuracy of the submittal after the bid. If the engineer determines that the qualifying criteria have not been met, the contractor's proposed supplier shall be rejected. The engineer's ruling shall be final.

Page 2

2.0 GENERAL FEATURES OF DESIGN

2.1 Span

Bridge spans shall be, 70’-0 (straight line dimension) and shall be as measured from each end of the bridge structure (out to out dimension).

2.2 Width

Bridge width shall be, 10’-0” clear and shall be as measured from the inside face of the elements comprising the Safety system or truss structural members (chords or verticals).

2.3 Bridge System Type

Bridge(s) shall be designed as a Half-Through Pony System that has one (1) diagonal per panel and plumb end vertical members. Interior vertical members will be perpendicular to the chord faces.

2.3.1 Bridge(s) shall be designed utilizing an under-hung floor beam (top of floor beam welded to the

bottom of the bottom chord) or be designed utilizing an H-Section configuration where the floor beams are placed up inside the trusses and attached to the truss verticals.

2.3.2 The bridge manufacturer shall determine the distance from the top of the deck to the top and

bottom truss members based upon structural and/or shipping requirements.

2.3.3 The top of the top chord shall not be less than 48 inches above the deck (measured from the high point of the riding surface) on bike path structures.

2.4 Member Components

All members of the vertical trusses (top and bottom chords, verticals, and diagonals) shall be fabricated from square and/or rectangular structural steel tubing. Other structural members and bracing shall be fabricated from structural steel shapes or square and rectangular structural steel tubing.

Unless the floor and fastenings are specifically designed to provide adequate lateral support to the top flange of open shape stringers (W-shapes or channels), a minimum of one stiffener shall be provided in each stringer at every floor beam location.

2.5 Attachments

2.5.1 Safety Rails – Vertical system

Vertical safety rails or pickets shall be placed on the structure to a minimum height of 3'-0" above the deck surface. The pickets shall be spaced so as to prevent a 4" sphere from passing through the truss. Pickets may be placed on the inside or outside of the structure at the bridge fabricators option. The top of the vertical pickets shall have a continuous cap angle or some other means to prevent bridge users from cutting or scraping their hands.

The picket safety system shall be designed for an infill loading of 200 pounds, applied horizontally at right angles, to a one square foot area at any point in the system.

2.6 Camber

The bridge shall have a vertical camber dimension at mid-span equal to 125% of the full dead load deflection.

Page 3

2.7 Concrete Foundations

The bridge abutments and wing walls shall be designed by the contractor with close coordination with the bridge manufacturer to ensure the foundation fits the physical features and structural requirements.

3.0 ENGINEERING

Structural design of the bridge structure(s) and concrete foundation shall be performed by or under the direct supervision of a Licensed Professional Engineer and done in accordance with recognized engineering practices and principles. The Licensed Professional Engineer is to hold a current P.E. license in the state of Wyoming.

3.1 Design Loads

In considering design and fabrication issues, this structure shall be assumed to be statically loaded. No dynamic analysis shall be required nor shall fabrication issues typically considered for dynamically loaded structures be considered for this bridge.

3.1.1 Dead Load

The bridge structure shall be designed considering its own dead load (superstructure and original decking) only. No additional dead loading need be considered.

3.1.2 Uniform Live Load (Per International Building Code, 2006; Table 1607: Walkways & Elevated Platforms)

3.1.2.1 Pedestrian Live Load

Main Members: Main supporting members, including girders, trusses and arches shall be designed for a pedestrian live load of 60 pounds per square foot of bridge walkway area. The pedestrian live load shall be applied to those areas of the walkway so as to produce maximum stress in the member being designed. If the bridge walkway area to which the pedestrian live load is applied (deck influence area) exceeds 400 square feet, the pedestrian live load may be reduced by the following equation:

)]1525.0[60IA

w +=

Where w is the design pedestrian load (psf) and AI is the deck influence area in square feet.

The reduced design live load shall not be less than 40 pounds per square foot of bridge walkway area.

Secondary Members: Bridge decks and supporting floor systems, including secondary stringers, floor beams and their connections to main supporting members shall be designed for a live load of 60 pounds per square foot, with no reduction allowed.

3.1.3 Concentrated Loads

The bridge superstructure, floor system and decking shall be designed for each of the following point load conditions:

3.1.3.1 A concentrated load of 1000 pounds placed on any area 2.5 ft x 2.5 ft square (Verify)

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3.1.3.2 A 1200 pound two wheel vehicle with a wheelbase and tire print area as shown in the following diagram:

3.1.3.3 A four wheeled vehicle with the appropriate wheelbase, tire track and tire print area as

shown in the following diagram: (See Table I for the values corresponding to the selected vehicle.)

Vehicle Axle and Wheel

Spacings Front Wheels Rear Wheels

Bridge Width

Weight

WB

T

PF

L

W

PR

L

W

C*

10’ 8,000#

102"

60"

1,600#

3.0"

8.0"

2,400#

3.0"

8.0"

15"

(*C is the minimum dimension from center of wheel to the inside face of truss or curb. )

TABLE I

All of the concentrated or wheel loads shall be placed so as to produce the maximum stress in each member being analyzed. Critical stresses need be calculated assuming there is only one vehicle on the bridge at any given time. Assumptions that vehicles only travel down the center of the bridge or that the vehicle load is a uniform line load will not be allowed.

Each four wheeled vehicle load listed in Table I, up to and including the maximum weight vehicle selected, must be used in determining critical deck stresses. The wheel distribution for deck design shall be as specified in Section 4.3.1. Stringers shall be designed for the applied wheel loads assuming no lateral load distribution to adjacent stringers.

A vehicle impact allowance is not required.

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3.1.4 Wind Load

3.1.4.1 Horizontal Forces

The bridge(s) shall be designed for a wind load of 35 pounds per square foot on the full vertical projected area of the bridge as if enclosed. The wind load shall be applied horizontally at right angles to the longitudinal axis of the structure.

The wind loading shall be considered both in the design of the lateral load bracing system and in the design of the truss vertical members, floor beams and their connections.

3.1.4.2 Overturning Forces

The effect of forces tending to overturn structures shall be calculated assuming that the wind direction is at right angles to the longitudinal axis of the structure. In addition, an upward force shall be applied at the windward quarter point of the transverse superstructure width. This force shall be 20 pounds per square foot of deck.

3.1.5 Top Chord/Railing Loads

The top chord, truss verticals, and floor beams shall be designed for lateral wind loads (per section 3.1.4.1) and for any loads required to provide top chord stability as outlined in Section 3.3.6; however, in no case shall the load be less than 50 pounds per lineal foot or a 200 pound point load, whichever produces greater stresses, applied in any direction at any point along the top chord or at the top of the safety system if higher than the top chord.

3.1.6 Load Combinations

The loads listed herein shall be considered to act in the following combinations, whichever produce the most unfavorable effects on the bridge superstructure or structural member concerned. [DL=Dead Load; LL = Live Load; WL = Wind Load; VEH = Vehicle Load] DL + LL DL + VEH DL+WL DL+LL+WL DL+VEH+.3WL

NOTE: Allowable stresses may be increased 1/3 above the values otherwise provided when

produced by wind loading, acting alone or in combination with the design dead and live loads.

It shall be the responsibility of the foundation engineer to determine any additional loads (i.e. earth pressure, stream force on abutments, wind loads other than those applied perpendicular to the long axis of the bridge, etc.) and load combinations required for design of the abutments.

3.2 Design Limitations

3.2.1 Deflection

3.2.1.1 Vertical Deflection

The vertical deflection of the main trusses due to service pedestrian live load shall not exceed 1/400 of the span.

The deflection of the floor system members (floor beams and stringers) due to service pedestrian live load shall not exceed 1/360 of their respective spans.

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The service pedestrian live load shall be 60 PSF, reduced in accordance with Section 3.1.2.1, but should in no case be less than 40 PSF for deflection checks.

Deflection limits due to occasional vehicular traffic shall not be considered.

3.2.1.2 Horizontal Deflection

The horizontal deflection of the structure due to lateral wind loads shall not exceed 1/500 of the span under an 85 MPH (25 PSF) wind load.

3.2.2 Minimum Thickness of Metal

All structural steel members shall be in accordance with the AISC Manual of Steel Constructions' "Standard Mill Practice Guidelines". For ASTM A500 and ASTM A847 tubing, the section properties used for design shall be per the Steel Tube Institute of North America's Hollow Structural Sections "Dimensions and Section Properties".

3.3 Governing Design Codes / References

Structural members shall be designed in accordance with recognized engineering practices and principles as follows:

3.3.1 Structural Steel Allowable Stresses

American Institute of Steel Construction (AISC). Structural steel design shall be in accordance with those sections of the AISC "Manual of Steel Construction: LRFD; (Load Resistance Factor Design) related to design requirements and allowable stresses.

3.3.2 Welded Tubular Connections

American National Standards Institute / American Welding Society (ANSI/AWS) and the Canadian Institute of Steel Construction (CISC).

All welded tubular connections shall be checked, when within applicable limits, for the limiting failure modes outlined in the ANSI/AWS D1.1 Structural Welding Code or in accordance with the "Design Guide for Hollow Structural Section Connections" as published by the Canadian Institute of Steel Construction (CISC). When outside the “validity range” defined in these design guidelines, the following limit states or failure modes must be checked: * Chord face plastification * Punching shear (through main member face) * Material failure

- Tension failure of the web member - Local buckling of a compression web member

* Weld failure - Allowable stress based on “effective lengths” - “Ultimate” capacity * Local buckling of a main member face * Main member failure:

- Web or sidewall yielding - Web or sidewall crippling - Web or sidewall buckling - Overall shear failure

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All tubular joints shall be plain unstiffened joints (made without the use of reinforcing plates) except as follows:

* Floor beams hung beneath the lower chord of the structure may be constructed with or without

stiffener (or gusset) plates, as required by design.

* Floor beams which frame directly into the truss verticals (H-Section bridges) may be designed with or without end stiffening plates as required by design.

* Where chords, end floor beams and in high profiles the top end struts weld to the end verticals, the end verticals (or connections) may require stiffening to transfer the forces from these members into the end vertical.

* Truss vertical to chord connections. NOTE: The effects of fabrication tolerances shall be accounted for in the design of the structure. Special attention shall be given to the actual fit-up gap at welded truss joints.

3.3.4 Wood

American Institute of Timber Construction (AITC), the U.S. Forest Products Laboratory, and the American Forest & Paper Association (AF&PA). Sawn lumber shall be designed in accordance with the ANSI/AF&PA NDS, “National Design Standard for Wood Construction”, as published by the American Forest & Paper Association or the “Timber Construction Manual” as published by the American Institute of Timber Construction (AITC).

3.3.5 Concrete Reinforced concrete shall be designed in accordance with the “Building Code Requirements for

Structural Concrete” (ACI 318)

3.3.6 Top Chord Stability Structural Stability Research Council (SSRC), formerly Column Research Council. The top chord shall be considered as a column with elastic lateral supports at the panel points. The critical buckling force of the column, so determined, shall exceed the maximum force from dead load and live load (uniform or vehicular) in any panel of the top chord by not less than 50 percent for parallel chord truss bridges. The design approach to prevent top chord buckling shall be as outlined by E.C. Holt's research work in conjunction with the Column Research Council on the stability of the top chord of a half-through truss. See Appendix A for the calculation of the spring constant C and the determination of an appropriate K factor for out-of-plane buckling. In addition, for the dead load plus vehicle load combination, the spring constant “C” furnished by the transverse “U-Frames” shall not be less than “C” required as defined by:

L

PrequiredC c46.1

=

where Pc is the maximum top chord compression due to dead load plus the vehicle load times the appropriate safety factor (1.5 for parallel chord truss bridges) and L is the length in inches of one truss panel or bay.

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For uniformly loaded bridges, the vertical truss members, the floor beams and their connections (transverse frames) shall be proportioned to resist a lateral force of not less than 1/100k times the top chord compressive load, but not less than .004 times that top chord load, applied at the top chord panel points of each truss. The top chord load is determined by using the larger top chord axial force in the members on either side of the "U-frame" being analyzed. For end frames, the same concept applies except the transverse force is 1% of the axial load in the end post member.

For bridges with vehicle loads, the lateral force applied at the top chord elevation for design of the transverse frames shall not be less than 1% of the top chord compression due to dead load plus any vehicle loading. The bending forces in the transverse frames, as determined above, act in conjunction with all forces produced by the actual bridge loads as determined by an appropriate analysis which assumes that the floor beams are “fixed” to the trusses at each end.

NOTE: The effects of three dimensional loading (including “U-frame” requirements) shall be considered in the design of the structure. The “U-frame” forces shall be added to the forces derived from a three dimensional analysis of the bridge.

4.0 MATERIALS

4.1 Steel

4.1.1 Unpainted Weathering Steel

Bridges shall be fabricated from high strength, low alloy, atmospheric corrosion resistant ASTM A847 cold-formed welded square and rectangular tubing and/or ASTM A588, or ASTM A242, ASTM A606 plate and structural steel shapes (Fy = 50,000 psi). The minimum corrosion index of atmospheric corrosion resistant steel, as determined in accordance with ASTM G101, shall be 6.0.

4.2 Decking

4.2.1 Hardwood Decking 4.2.1.1. Wood decking shall be naturally durable hardwood Ipe (Tabebuia Spp Lapacho Group). All

planks shall be partially air dried to a moisture content of 15% to 20%, and shall be supplied S4S (surfaced four sides), E4E (eased four edges), with the edges eased to a radius of 1/8”. Measured at 30% moisture content, the width and thickness shall not vary from specified dimensions by more than ± 0.04 inches. All planks shall be supplied with the end sealed with “Anchorseal” Mobil CER-M or an equal aquious wax log sealer. All planks shall be graded as FEQ-CAH (First Export Quality -Clear All Heart) grading rules, defined as follows: * Lumber shall be graded both faces and both edges. * Lumber shall be straight grained, maximum slope of grain to be 1:10. * Lumber shall be parallel cut without heart centers or sap wood. * Lumber shall be in sound condition, free from worm holes or knots. * Allowable Imperfections are:

All faces: Natural drying checks, Discoloration caused by weathering or chemical reaction, Bow or Spring which can be removed using normal installation methods and tools.

* Imperfections Not Allowed: Longitudinal heart cracks, Internal cracks, Firm or Soft sap wood, Splits, End splits, Ring shades, Fungi affects (blue to gray, brown to red, white to yellow, or incipient decay), Deformation (twisting or cupping) which cannot be removed using normal installation methods and tools.

Page 9

All planks shall meet or exceed the following mechanical properties (based on the 2” standard) as defined by the U.S. Forest Products Laboratory publications and testing data: MC% Modulus of Rupture Modulus of Elasticity Max. Crush Strength

12% 22,360 psi 3,140,000 psi 13,010 psi

Janka side hardness is 3680 lbs. at 12% moisture content Average air-dry density is 66 to 75 pcf. Basic specific gravity is 0.85 - 0.97.

All planks shall be naturally fire resistant without the use of any fire resistant preservatives to meet NFPA Class A and UBC Class I.

Planks shall be supplied that meet or exceed the Static Coefficient of Friction for both

Neolite and leather shoes in accordance with ASTM Test Method C1028-89.

FORCE IN POUNDS SHOE MATERIAL DRY WET

Neolite 0.73 0.69 Leather 0.55 0.79

For transverse wood decking, wheel loads shall be assumed to act on one plank only. The wheel loads shown in Section 3.1.3 shall be distributed on the plank along a length equal to the tire print width (W). The plank shall be designed for shear and bending in accordance with the support conditions and spacing. For design, the following unfactored allowable values shall be used:

Allowable Bending = 3700 psi Allowable Shear = 320 psi Modulus of Elasticity = 3,000,000 psi

4.2.1.2 Wood Decking Attachment

* At time of installation, planks are to be placed tight together with no gaps. * Every plank must be attached with at least one fastener at each end.

* All fasteners to be zinc plated. Self-tapping screws or hex-head bolts, with a steel plank holddown, are to be used at the ends of planks. Self-tapping screws or carriage bolts are to be used as interior connection fasteners when required. Power actuated fasteners will not be allowed.

* Planks are to be drilled prior to installation of bolts and/or screws.

In addition to at least one fastener at each end of every plank (typical for all installations), planks for bridges with widths of 72” to 143” shall be attached with a minimum of two fasteners at a location approximately near the center of the bridge width. Bridges wider than 143” are to have two fasteners located at a minimum of two interior stringer locations, approximately at the third points of the bridge width.

5.0 WELDING

5.1 Welding Welding and weld procedure qualification tests shall conform to the provisions of ANSI/AWS D1.1 “Structural Welding Code”, 1996 Edition. Filler metal shall be in accordance with the applicable AWS Filler Metal Specification (i.e. AWS A 5.28 for the GMAW Process). For exposed, bare, unpainted

Page 10

applications of corrosion resistant steels (i.e. ASTM A588 and A847), the filler metal shall be in accordance with AWS D1.1, Section 3.7.3.

5.2 Welders

Welders shall be properly accredited operators, each of whom shall submit certification of satisfactorily passing AWS standard qualification tests for all positions with unlimited thickness of base metal, have a minimum of 6 months experience in welding tubular structures and have demonstrated the ability to make uniform sound welds of the type required.

6.0 SUBMITTALS

6.1 Submittal Drawings

Schematic drawings and diagrams shall be submitted to the Engineer for their review after receipt of order. Submittal drawings shall be unique drawings, prepared to illustrate the specific portion of the work to be done. All relative design information such as member sizes, bridge reactions, and general notes shall be clearly specified on the drawings. Drawings shall have cross referenced details and sheet numbers. All drawings shall be signed and sealed by a Professional Engineer who is licensed in accordance with Section 3.0.

6.2 Structural Calculations

Structural calculations for the bridge superstructure and the concrete foundation shall be submitted to the Engineer. All calculations shall be signed and sealed by a Professional Engineer who is licensed in accordance with Section 3.0. The calculations shall include all design information necessary to determine the structural adequacy of the bridge. The calculations shall include the following: * All AISC LRFD stress checks for axial, bending and shear forces in the critical member of each

truss member type (i.e. top chord, bottom chord, floor beam, vertical, etc.).

* Checks for the critical connection failure modes for each truss member type (i.e. vertical, diagonal, floor beam, etc.). Special attention shall be given to all welded tube on tube connections (see section 3.3.2 for design check requirements).

* All bolted splice connections.

* Main truss deflection checks.

* U-Frame stiffness checks (used to determine K factors for out-of-plane buckling of the top chord)

for all half through or "pony" truss bridges.

* Deck design. NOTE: The analysis and design of triangulated truss bridges shall account for moments induced in members due to joint fixity where applicable. Moments due to both truss deflection and joint eccentricity must be considered.

6.3 Welder certifications in compliance with AWS standard qualification tests.

6.4 Welding procedures in compliance with Section 5.1.

Page 11

7.0 FABRICATION

7.1 General Requirements 7.1.1 Drain Holes

When the collection of water inside a structural tube is a possibility, either during construction or during service, the tube shall be provided with a drain hole at its lowest point to let water out.

7.1.2 Welds

Special attention shall be given to developing sufficient weld throats on tubular members. Fillet weld details shall be in accordance with AWS D1.1, Section 3.9 (See AWS Figure 3.2). Unless determined otherwise by testing, the loss factor “Z” for heel welds shall be in accordance with AWS Table 2.8. Fillet welds which run onto the radius of a tube shall be built up to obtain the full throat thickness (See Figure 7.1). The maximum root openings of fillet welds shall not exceed 3/16” in conformance with AWS D1.1, Section 5.22. Weld size or effective throat dimensions shall be increased in accordance with this same section when applicable (i.e. fit-up gaps> 1/16”).

The fabricator shall have verified that the throat thickness of partial joint penetration groove welds (primarily matched edge welds or the flare-bevel-groove welds on under-hung floor beams) shall be obtainable with their fit-up and weld procedures. Matched edge welds shall be “flushed” out when required to obtain the full throat or branch member wall thickness. For full penetration butt welds of tubular members, the backing material shall be fabricated prior to installation in the tube so as to be continuous around the full tube perimeter, including corners. Backing may be of four types: * A “box” welded up from four (4) plates. * Two “channel” sections, bent to fit the inside radius of the tube, welded together with full

penetration welds. * A smaller tube section which slides inside the spliced tube. * A solid plate cut to fit the inside radius of the tube.

RADIUS OF TUBE TO BE BUILT UP IN ORDER TO OBTAIN FULL WELD THROAT THICKNESS

FIGURE 7.1 BUILD UP RADIUS WELD

Page 12

Corners of the “box” backing, made from four plates, shall be welded and ground to match the inside corner radii of the chords. The solid plate option shall require a weep hole either in the chord wall above the “high side” of the plate or in the plate itself. In all types of backing, the minimum fit-up tolerances for backing must be maintained at the corners of the tubes as well as across the “flats”.

7.2 Quality Certification

Bridge(s) shall be fabricated by a fabricator who is currently certified by the American Institute of Steel Construction to have the personnel, organization, experience, capability, and commitment to produce fabricated structural steel for the category “Major Steel Bridges” as set forth in the AISC Certification Program. Quality control shall be in accordance with procedures outlined for AISC certification. For painted structures, the fabricator must hold a "Sophisticated Paint Endorsement" as set forth in the AISC certification program. Furthermore, the bridge(s) shall be fabricated in a facility owned and/or leased by the corporate owner of the manufacturer, and fully dedicated to bridge manufacturing.

8.0 FINISHING

8.1 Blast Cleaning

8.1.1 Bare applications of enhanced corrosion resistant steels.

All Blast Cleaning shall be done in a dedicated OSHA approved indoor facility owned and operated by the bridge fabricator. Blast operations shall use Best Management Practices and exercise environmentally friendly blast media recovery systems.

To aid in providing a uniformly “weathered” appearance, all exposed surfaces of steel shall be blast cleaned in accordance with Steel Structures Painting Council Surface Preparation Specifications No. 7 Brush-Off Blast Cleaning, SSPC-SP7 latest edition.

Exposed surfaces of steel shall be defined as those surfaces seen from the deck and from outside of the structure. Stringers, floor beams, lower brace diagonals and the inside face of the truss below deck and bottom face of the bottom chord shall not be blasted.

9.0 DELIVERY AND ERECTION

9.1 Delivery is made to a location nearest the site which is easily accessible to normal over-the-road tractor/trailer equipment. All trucks delivering bridge materials will need to be unloaded at the time of arrival.

9.2 The manufacturer will provide detailed, written instruction in the proper lifting procedures and splicing

procedures (if required). The method and sequence of erection shall be the responsibility of the contractor.

9.3 The bridge manufacturer shall provide written inspection and maintenance procedures to be followed

by the bridge owner.

10.0 BEARINGS

10.1 Bearing Devices

Bridge bearings shall consist of a steel setting or slide plate placed on the abutment or grout pad. The bridge bearing plate which is welded to the bridge structure shall bear on this setting plate. One end of the bridge will be fixed by fully tightening the nuts on the anchor bolts at that end. The opposite end will have finger tight only nuts to allow movement under thermal expansion or contraction.

Page 13

The bridge bearings shall sit in a recessed pocket on the concrete abutment. Minimum 28-day strength for the abutment and wing wall concrete shall be 4,500 PSI fiber mesh. The bearing seat shall be a minimum of 16" wide. The step height (from bottom of bearing to top-of-deck) shall be determined by the bridge manufacturer and provided to the contractor.

11.0 FOUNDATIONS

The bridge manufacturer shall determine the number, diameter, minimum grade and finish of all anchor bolts. The anchor bolts shall be designed to resist all horizontal and uplift forces to be transferred by the superstructure to the supporting foundations. Engineering design of the bridge supporting foundations, including design of anchor bolt embedments, shall be the responsibility of the foundation engineer. The contractor shall provide all materials for (including anchor bolts) and construction of the bridge supporting foundations. The contractor shall install the anchor bolts in accordance with the manufacturer's anchor bolt spacing dimensions. Information regarding bridge support reactions and anchor bolt locations will be furnished by the bridge manufacturer after receipt of order and after the bridge design is complete. Abutments shall be designed to support the heaviest and most critical loading condition determined by the bridge manufacturer.

12.0 WARRANTY The bridge manufacturer shall warrant their steel structure(s) to be free of design, material and

workmanship defects for a period of ten years from the date of delivery. Naturally durable hardwood decking and hardwood attachments shall carry a ten-year warranty against rot, termite damage, or fungal decay.

This warranty shall not cover defects in the bridge caused by abuse, misuse, overloading, accident,

improper maintenance, alteration or any other cause not the result of defective materials or workmanship. This warranty shall be void unless owner’s records can be supplied which shall indicate compliance with the minimum guidelines specified in the inspection and maintenance procedures.

13.0 APPROVAL CHECKLIST The following checklist will be used in the evaluation of all submittals to assure compliance with the Special Specifications for Prefabricated Bridge. This checklist is considered the minimum acceptable requirements for compliance with these specifications. Any deviations from this checklist shall be considered grounds for rejection of the submittal. Any costs associated with delays caused by the rejection of the submittal, due to non-compliance with this checklist, shall be fully borne by the contractor and bridge supplier.

Page 14

SUBMITTAL DRAWINGS Data Required to be Shown: � Weld Failure Checks (Ultimate) � Bridge Elevation � Local Buckling of the Main Member Face Checks � Bridge Cross Section � Main Member Yielding Failure Checks � All Member Sizes � Main Member Crippling Failure Checks � All Vertical Truss Members are Square � Main Member Buckling Failure Checks

or Rectangular Tubing � Main Member Shear Failure Checks � Bridge Reactions � All Bolted Splice Checks (if applicable) � General Notes Indicating � Main Truss Deflection Checks � AISC Stress Conformance � Decking Material Checks � Material Specifications to be Followed � “U-Frame” Stiffness Checks (if applicable) � Design Live Load � Interior and End Portal Design Checks (if applicable) � Design Vehicle Load (If Applicable) � Determination of Top Chord K Factor Based on “U- Frame” � Design Wind Load Stiffness (if applicable) � Other Specified Design Loads � Consideration of Individual Member Moments Due to � Welding Process Truss Deflection, Joint Fixity and Joint Eccentricity � Blast Cleaning � Paint System to be Used (If Applicable) FABRICATION SUBMITTALS � Paint Color Chart (If Applicable) Data Required to be Shown: � Detailed Bolted Splices (If Applicable) � Bolted Splice Location (If applicable) �** Written Installation Instructions � Signature and Seal of Professional Engineer, �** Written Splicing Instructions licensed in Accordance with Section 3.0 �** Written Maintenance & Inspection Instructions �** Welder Certifications DESIGN CALCULATIONS �** Welding Procedures Data Required to be Shown: � Material Certifications (if applicable) � Structural Steel (if applicable) � Data Input for 3-D Analysis of Bridge � Decking (if applicable) � Joint Coordinates & Member Incidences � Structural Bolts (if applicable) � Joint and Member Loads �** Quality Control Section of AISC � Member Properties � Certification Manual (if applicable) � Load Combinations �** Painter Certifications (if applicable) � AISC Member Stress Checks for Each Member Type � Weld Testing Reports (if applicable) � Critical Connection Failure Mode Checks For Each

Member Type � Chord Face Plastification Checks ** NOTE: These items are required to be submitted � Punching Shear Checks along with Submittal Drawings and Design � Material Failure Checks (Truss Webs) Calculations. Those Fabrication Submittal � Weld Failure Checks (Effective Length) Items not marked are to be submitted prior to shipment of the bridge.

Page 15

Appendix A 1/K FOR VARIOUS VALUES OF CL/Pc and n n 1/K 4 6 8 10 12 14 16

1.000 3.686 3.616 3.660 3.714 3.754 3.785 3.809 0.980 3.284 2.944 2.806 2.787 2.771 2.774 0.960 3.000 2.665 2.542 2.456 2.454 2.479 0.950 2.595 0.940 2.754 2.303 2.252 2.254 2.282 0.920 2.643 2.146 2.094 2.101 2.121 0.900 3.352 2.593 2.263 2.045 1.951 1.968 1.981 0.850 2.460 2.013 1.794 1.709 1.681 1.694 0.800 2.961 2.313 1.889 1.629 1.480 1.456 1.465 0.750 2.147 1.750 1.501 1.344 1.273 1.262 0.700 2.448 1.955 1.595 1.359 1.200 1.111 1.088 0.650 1.739 1.442 1.236 1.087 0.988 0.940 0.600 2.035 1.639 1.338 1.133 0.985 0.878 0.808 0.550 1.517 1.211 1.007 0.860 0.768 0.708 0.500 1.750 1.362 1.047 0.847 0.750 0.668 0.600 0.450 1.158 0.829 0.714 0.624 0.537 0.500 0.400 1.232 0.886 0.627 0.555 0.454 0.428 0.383

Where: ]2/3/[2

bv IbIhhEC+

=

paneltrussoneofinchesinLengthL =

.).( SFxnCompressioChordTopLoadBucklingPc ==

PanelsofNumbern = Reference: Galambos, T.V. (1988) “Guide to Stability Design Criteria for Metal Structures”, 4th Ed., PP 515-

529. Copyright 1988. Reprinted by permission of John Wiley and Sons, Inc.

Top Chord

h Vertical (Iv)

“ U - Frame”

C C

b

Floor Beam (Ib)

The following specification sections are prepared by Design Concepts and stamped by a

Registered Landscape Architect in the State of Wyoming for the Imperial Heights Park Phase I

and II project.

DIVISION 28

DC #21529

PLAY EQUIPMENT 02861-1

SECTION 02861 PLAYGROUND EQUIPMENT PART 1 - GENERAL 1.01 WORK INCLUDED

A. Playground equipment work as shown on the drawings for play equipment, basketball, volleyball, tetherball and similar items.

1.02 RELATED SECTIONS AND DOCUMENTS

A. Section 02776: Concrete Sidewalks, Driveway Approaches, Curb Turn Fillets, Valley Gutters & Miscellaneous New Concrete Construction.

B. Section 02995: Inert Ground Cover Materials.

C. Drawings and general provisions of the Construction Contract, and Division-1

Specification sections apply to work of this section. 1.03 SUBMITTALS

A. Product data: Submit manufacturer's technical data and installation instructions for each

item of equipment required and for the engineered wood fiber (EWF) and associated drainage system. Provide statement of accessibility from manufacturer, including total number of play components as well as total number of accessible components. Provide both plan view and 3-dimensional views of equipment. Provide manufacturer’s product literature and specifications data for poured-in-place surfacing.

B. Operations and Maintenance: Provide tools, touch-up paint, maintenance

recommendations, recommendations for graffiti removal and spare parts including nuts and bolts.

1.04 REFERENCES

A. Safety:

1. American Society for Testing and Materials (ASTM) designation F1487 98(or current issue) “Standard Consumer Safety Performance Specification for Playground Equipment for Public Use.”

a. U.S. Consumer Product Safety Commission (CPSC) Handbook for

Public Playground Safety (Publication No. 325) (based on ASTM F 1487).

b. CPSC Playground Surfacing Materials (Publication No. 325). c. CPSC Guidelines for Movable Soccer Goal Safety (Publication No.326).

1.05 QUALITY ASSURANCE

A. Engineered Wood Fiber Certifications:

1. EWF and wear mats shall meet impact attenuation requirements of ASTM F 1292-99 – Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment.

a. For EWF:

DC #21529

PLAY EQUIPMENT 02861-2

(i.) G-max values less than 120G for 12” system at a 12’ drop height.

(ii.) HIC value less than 1,000 for both new and 12-year old material. b. For wear mats:

(i.) G-max values less than 200G from 4” drop height. (ii.) HIC value less than 1,000 at 4” drop height.

2. Meet requirements of ASTM F 1951, Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment.

3. Meet accessibility requirements of Access Board, Final Report.

B. Place no EWF until all structures have been placed. C. Poured-in-place surfacing.

1. Meet requirements of ASTM F 1292-99 – Standard Specifications for Impact Attenuation of Surface Systems Under and Around Playground Equipment.

2. Meet requirements for ASTM 303 Skid Resistance Test Data.

PART 2 - PRODUCTS 2.01 MATERIALS

A. All requests for substitutions must be submitted in writing with supporting documentation by or through the Contractor to the Landscape Architect for initial review, before being submitted to the Owner for evaluation and final approval. Subject to compliance with requirements, the equipment may be provided by the following manufacturers:

Miracle Recreation Burke Little Tikes Playworld Systems Landscape Structures Gametime

B. 5-12 Year Old Area Playground Items:

1. Swings: Burke Basics #550---25 Trad Swing, 8’ ht. Qty. (1). Burke Basics Belt Seat, 8’ Pair. Qty. (1 set). Color TBD. Contact Brandon Smith, Made in the Schade, (888)-670-3721.

2. Spinner: Burke Fierce Cyclone #370-0576, Intensity Curriculum Kit #670-0097.

Qty. (1). Color TBD. 3. Custom Play Structure: Burke Nucleus. See Attachment at end of section for

elements. Qty. (1). Color TBD.

4. Burke TriGon Arch Climber and attachments. Qty (1). Color TBD.

C. 2-5 Year Old Area Playground Items:

1. Swings: Burke Basics #550-022 Triad Swing, 8’ Trad Swing 3 ½ Add-on. Qty. (1). Trad Swing 3 ½ 2-Way 8’. Qty. (1). Burke #550-0100 Tot Seat 7’ & 8’ Pair,

DC #21529

PLAY EQUIPMENT 02861-3

standard chain. Qty. (1). Burke Belt Seat, 8’ Pair, standard chain. Qty. (1). Color TBD.

2. Bear Cub Rock Climber by Integrated Design Solutions (IDS). Qty (1). 3. Cozy Corner Cottage: Burke #580-0245. Qty. (1). Color TBD.

4. Custom Play Structure: Burke Intensity, Nucleus. See Attachment at end of

section for elements. Qty. (1). D. Nature Play Area:

1. Nature Play Stumps: Burke #560-553 Small Stump. Qty. (1). #560-0554 Large

Stump. Qty. (1). 2. Nature Play Log Tunnel: Burke #560-0559 Nature Play Log Tunnel, Burke $560-

0570 Rockventure Suspension Ladder, Burke #560-0571 Rockventure Rope Climbing Rock. Qty. (1 each).

2.02 CONCRETE

A. Refer to sections 2515 for concrete specifications which are applicable to concrete required in this section.

2.03 DRAIN PIPE

A. Drainpipe shall be Polyvinylchloride (PVC) pipe, bell end, perforated to meet ASTM 2729. 2.04 PLAYGROUND SURFACING

A. EWF:

1. Meet certification requirements noted above.

B. Wear Mats:

1. Minimum 1 ½ inch thickness. 2. Meet certification requirements noted above. 3. Size: 36 x 36.

C. Geotextile Fabric:

1. Minimum 3.5 OZ/SY. 2. Woven synthetic.

D. Drainage Rock:

1. 3” depth, #67 blend clean, angular drainage stone. D. Pour-in-Place Surfacing:

1. Surface America Protective Surfacing, or approved equal. 50-50 mix of color and black rubber. Color TBD. Contact Surface America (800)999-0555.

DC #21529

PLAY EQUIPMENT 02861-4

PART 3 - EXECUTION 3.01 INSTALLER

A. New play apparatus shall be installed only by person trained and certified by the play apparatus or playground surfacing manufacturer.

3.02 INSPECTION

A. Verify gradients and elevations of base. Verify compaction for all footings and subgrades. Beginning of installation means acceptance of existing conditions.

3.03 PREPARATION

A. Before drainage rock or concrete has been installed, locate each item of equipment accurately as indicated. Obtain field verification of location for each item from Owner's Representative before proceeding.

B. Excavate for footings for play structures, and concrete wall. Moisten base, compact to

90% of Standard Proctor Density. 3.04 FOOTINGS

A. Pour footings to the dimensions indicated by the manufacturer using concrete specified under concrete paving. Set any sleeves required to pouring.

B. All footings should be level and even with no bumps, dips, or adverse slopes to affect the

placement of the site improvements. 3.05 GENERAL

A. Playground items: Set item in position and temporarily brace. Fill voids at anchorages with concrete as specified in Section 02776. Remove temporary bracing after concrete has set for 48 hours minimum. Place geotextile fabric and secure to each post with manufacturer's recommended adhesive. Set units plumb, level, and free of warp or racking. Secure in position using concrete anchors and devices recommended by the manufacturer.

B. Fine grading: Fine grade all areas to receive EWF material. Remove all sticks, sones or

clods over 1” in diameter and grade soil smoothly and evenly. C. Drainage system and Geotextile Fabric: Place geotextile fabric, overlap all seams by 12”

minimum. Sew or glue any overlapping seams together so monolithic surface is created. Attach fabric securely as shown on plans. Install drainage system as shown on plans.

D. Wear Mats: Provide in high traffic zones, including beneath swing seats, at slide exits,

beneath slide poles and at all ramp entry points. Install at mid-depth of EWF. E. Engineered Wood Fiber: Fill fabric with 12” minimum compacted depth material. Grade

smoothly. F. Drainage Rock: Place to a minimum 3” depth under EWF. G. Poured-in-place Surfacing: per manufacturer’s recommendations.

DC #21529

PLAY EQUIPMENT 02861-5

3.06 FIELD QUALITY CONTROL

A. All items must be protected from staining, cracking, chipping, vandalism, and other drainage during progress of the work and left in a first class condition upon completion.

END OF SECTION 02861

DIVISION 29

Section 02910 - 1

SUPPLEMENTARY SPECIFICATIONS

SECTION 02910

SEEDING

This special provision shall supplement, amend and wherein conflict therewith, supersede varioussections of the Wyoming Public Works Standard Specifications.

PART 1 GENERAL

1.01 DESCRIPTION OF WORK:

Work consists of seeding, soil preparation and other related work as described within areas shown on thedrawings and as follows:

Seed all areas indicated on the drawings and all other areas disturbed by the Contractor duringconstruction whether or not indicated on the drawings. Disturbed areas are defined as having anyequipment movement, storage areas, graded areas and other areas as determined by the Engineer to bedisturbed .

1.02 RELATED WORK:

Irrigation: Section 02810

1.03 QUALITY ASSURANCE:

All materials shall be subject to inspection and approval by the Engineer. Inspection of materials isprimarily for quality but other requirements are not waived even though visual inspection results inapproval.

Applicable Standards:

American Association of Nurserymen, current addition of "American Standard for Nursery Stock. Published by American Association of Nurserymen, Inc., 635-636 Southern Building, Washington, D.C..

U.S. Department of Agriculture Rules and Regulations under the Federal Seed Act.

Standards for "Certified Seed".

1.04 REFERENCE SPECIFICATIONS:

All work, materials and methods in this Section shall conform to the "Specifications for Road and BridgeConstruction", 1996 edition, as published by the Wyoming State Highway Department, hereafter referredto as the "Standard Specifications", including latest edition of supplements and amendments unlessotherwise indicated within this Section.

1.05 SUBMITTALS:

Seed mix including ratios and application rates.Seed and fertilizer certificates.Hydro-mulch and tackifier material information and data.

1.06 APPROVALS:

Obtain approval of final grades and finished seed surface from the Engineer prior to seeding.

Section 02910 - 2

1.07 INITIAL SEED ESTABLISHMENT PERIOD:

Seed shall show uniform germination after a period of thirty five (35) days. Seeded areas shall beaccepted on the basis of having an even and uniform plant growth. Uniform growth shall be defined aswhen scattered bare spots, not greater than one square foot, do not exceed ten per cent (10%) of theoverall seeded area and with no bare spots larger than one foot (1') in diameter. Determination of uniformgrowth shall be made by the Engineer by visual inspection.

Re-seed any and all areas where there is not a satisfactory stand of grass at the end of the establishmentperiod. Seed areas by a method approved by the Engineer without disturbance of established seed.

1.08 WARRANTY PERIOD:

Contractor shall warrant all seed areas to be in a healthy vigorous growing condition with uniform growthand consistency over ninety five percent (95%) of the seeded area with no bare spots larger than sixinches (6") in diameter.

Warranty shall be for a period of one year from date of Substantial Completion of entire project.

Determination of uniform growth and acceptability of coverage shall be made by the Engineer by visualinspection.

Re-seed any and all areas where there is not a satisfactory stand of grass at the end of the warrantyperiod. Seed areas by a method approved by the Engineer without disturbance of established seed.

PART 2 PRODUCTS

2.01 SEED MIX:

Seed mix shall be purchased from a reputable seed dealer, complying with requirements specified andshall be certified to be a mix as specified below. Seed must be hardy for this area. Seed shall be in quantity required to seed twenty-one (21) pounds "pure live seed" perone acre. Contractor shall submit variety and mixture to the Engineer for approval. Quantity of bulk seed required to provide the specified PLS/1,000 square feet shall becalculated from purity and germination (as shown on the sack tags) of the lot of seedactually purchased with the following formula:

PLS/1,000 Sq Ft x 100 x 100 = 1 lb./1,000 Sq. Ft of bulk purity x germination seed required

Contractor shall figure actual quantities required from supplied characteristics. The following SeedingRate Schedule shall apply:

SEEDING MATERIALS AND RATE SCHEDULE

SEED RATE

Fairway Crested Wheatgrass 5.0 LBS Pure Live Seed/AC Sodar Streambank Wheatgrass 7.0 LBS Pure Live Seed/AC

Butte Sideoats Grama 2.0 LBS Pure Live Seed/ACCanbar Canby Bluegrass 2.0 LBS Pure Live Seed/ACV.N.S. Annual Ryegrass 4.0 LBS Pure Live Seed/AC

Total Rate 20.0 LBS Pure Live Seed/AC

The Contractor may submit recommended substitutions for the seed varieties in the above seed mix. Substitutions shall be considered for varieties only. If substitutions are recommended by the Contractor,

Section 02910 - 3

the Contractor shall submit supporting data and information pertaining to the recommended varietieswhich documents germination rates, wear characteristics and other factors which make the recommendedsubstitution equal to or superior to the varieties listed in the above mix for the intended use.

The determination as to the acceptability of any seed variety recommendations submitted by theContractor shall be made by the Engineer.

2.02 FERTILIZER:

Fertilizer shall be 10-20-10 commercial grade fertilizer with 40-50% slow release nitrogen.

Apply at a total rate of 1 lb Nitrogen per 1,000 square feet.

2.03 HYDRAULIC MULCH:

Fiber Mulch: 50 LBS fiber/1,000 Square Feet (2,178 LBS/Acre) Mulch Tack Type M: 4.5 LBS/1,000 Square Feet (196 LBS/Acre) Water: 69 gallons/1,000 Square Feet (3,005 gallons/Acre)

PART 3 EXECUTION

3.01 INSPECTION:

Ensure that all other work is complete in the areas to be seeded and that all finished grades have beenapproved by Engineer prior to proceeding with work of this section.

3.02 SOIL PREPARATION AND FERTILIZING:

The following shall be completed in the sequence listed below prior to seeding:

A. Apply fertilizer by broadcast method and in a uniform manner and application.

3.03 SEEDING AND MULCHING:

Obtain Engineer’s approval of final grades and seed bed prior to beginning seed operations.

Seed by means of a Brillion or equal drill seeder that incorporates and insures proper seed to soil contactand cover.

Broadcast seed in areas that are inaccessible or too small to drill. Broadcast seed in two oppositedirections. Rake in seed after broadcasting.

a. Restore fine grade after seeding.

b. Cover seed to depth of 1/4 inch by raking or dragging.

c. Broadcast seeded areas to be seeded at 1.5 times the given rate.

Seed shall be mixed in the proper ratios and applied to all areas in two (2) applications perpendicular toeach other. One half (½) of the required seed quantity shall be applied in each perpendicular application.

Uniformly mulch all seeded areas to protect seed and seed bed. Apply mulch on the same day asseeding is completed whether partially or in full.

Section 02910 - 4

3.04 TIME OF SEEDING:

Seeding shall be done within locally accepted dates for best germination and according to scheduleapproved by the Engineer.

4.0 METHOD OF MEASUREMENT AND BASIS OF PAYMENT

4.01 METHOD OF MEASUREMENT

Work of this section shall be measured as Lump Sum for all work including seeding, grading, fertilizing,mulching and all other related and incidental items required for the completion of the work.

4.02 BASIS OF PAYMENT

Basis of payment shall be by Lump Sum.

Pay Item Pay Unit Seeding Lump Sum (LS)

END OF SECTION 02910

DC #21529

FINE GRADING AND SOIL PREPARATION 02920-1

SECTION 02920 FINE GRADING AND SOIL PREPARATION PART 1 - GENERAL 1.01 WORK INCLUDED

A. Ripping. B. Fertilizer. C. Soil amendments. D. Fine grading.

1.02 RELATED SECTIONS AND DOCUMENTS

A. Section 02200: Earthwork. B. Section 02910: Seeding. C. Section 02970: Landscape Maintenance. D. Drawings and general provisions of the Construction Contract, and Division-1 Specification

sections apply to work of this section. 1.03 SUBMITTALS

A. Quality Control Submittals:

1. Certificates: State, federal and other inspection certificates shall accompany invoice for all materials showing source or origin. Submit to Owner's Representative prior to acceptance of materials.

2. Soil Amendment Test Report: Submit soil conditioner test analysis to Owner's

Representative 3 weeks prior to delivery to site in accordance with Section 01300. 1.04 QUALITY ASSURANCE

A. The work of this section shall be performed by an experienced landscape Installer having not less than 5 years successful experience in landscape projects of similar size and scope as this project.

1.05 DELIVERY, STORAGE AND HANDLING

A. General: Comply with Section 01600. B. Fertilizer: Deliver inorganic or chemical fertilizer to site in original unopened containers

bearing manufacturer's guaranteed chemical analysis, name, trade name, trademark and conformance to state law, bearing name and warranty of producer.

C. Notify Owner's Representative of delivery schedule in advance so material can be inspected

upon arrival at project site. Immediately remove unacceptable material from project site.

DC #21529

FINE GRADING AND SOIL PREPARATION 02920-2

1.06 PROJECT/SITE CONDITION

A. General: Do not perform work when climate and existing site conditions will not provide satisfactory results.

B. Vehicular accessibility on site shall be as directed by owner's representative. Repair

damage to prepared ground and surfaces caused by vehicular movement during work under this section to original condition at no additional cost to Owner.

C. Perform soil preparation just prior to planting operations and in accordance with final

planting schedule. Coordinate with irrigation system installation to avoid damage to work of one by the other.

D. Utilities: Determine location of underground utilities and perform work in a manner which

will avoid damage. Hand excavate, as required. PART 2 - PRODUCTS 2.01 SOIL AMENDMENTS

A. Composted Amendment: BioComp compost by A-1 Organics (class I compost) or equal.

Apply at a rate of 3 cubic yards per 1000 square feet, tilled to a minimum of 9” depth.

B. Compost Certification Specifications:

1. Composted soil amendments must be produced at a facility permitted and regulated under the State of Colorado Department of Public Health and Environment and/or the county in which the facility operates for the production of compost and soil amendments.

2. The product must be certified to have been produced in a manner that meets the US

EPA 40CFR 503.13 minimum standards for pathogen destruction under a controlled, monitored, and documented process.

3. The supplier must certify that no supplemental nitrogen or other chemicals have been

added to the compost to alter or enhance the results of the laboratory analysis, unless specifically requested by the design architect.

4. The contractor must supply a letter of certification from the manufacturer which

confirms that the product being supplied has met the referenced requirements and that supporting documentation exists and is available for inspection (if requested).

2.02 FERTILIZER

A. Commercial Fertilizer:

1. Native Seeded Areas: Commercial fertilizer having an analysis of 5% available nitrogen (sulphur-coated Urea only) and 40% available phosphorus (5-40-0). Provide in sufficient quantity to apply at the rate of 5 lbs. nitrogen per acre.

2.03 HERBICIDE

A. Roundup by Monsanto: Apply according to manufacturer's instructions using certified applicators.

DC #21529

FINE GRADING AND SOIL PREPARATION 02920-3

PART 3 - EXECUTION 3.01 EXAMINATION

A. General: Verify that existing site conditions are as specified and indicated before beginning work under this section.

1. Grades: Inspect to verify rough grading is within + 0.1 foot of grades indicated and

specified. 2. Damaged Earth: Inspect to verify that earth rendered unfit to receive planting due to

concrete water, mortar, limewater or any other contaminant dumped on it has been removed and replaced with clean earth from a source approved by the Owner's Representative.

B. Unsatisfactory Conditions: Report in writing to General Contractor with copy to Owner's

Representative. C. Acceptance: Beginning of installation means acceptance of existing conditions by installer.

3.02 PREPARATION

A. Protection:

1. Locate sewer, water, irrigation, gas, electric, phone and other pipelines or conduits and equipment prior to commencing work.

2. Be responsible for proper repair to landscape, utilities, walls, pavements and other

site improvements damaged by operations under this section. 3. Pay for repairs made by contractor(s) designated by Owner.

B. Weed Control: Remove perennial weeds by applying herbicide 1 week before final grading

and as needed. Remove annual weeds by tilling. Water prepared soil for two weeks if possible and apply herbicide to exposed weeds.

C. Surface Grade: Remove weeds, debris and rocks larger than 1/2". Dispose of accumulated

debris at direction of Owner's Representative. D. Runoff: Take measures and furnish equipment and labor necessary to control the flow,

drainage, and accumulation of water to run off the grounds as is intended by the grades. E. Erosion Control: Take measures and furnish equipment and labor necessary to control and

prevent soil erosion, blowing soil and accumulation of wind-deposited material on the site throughout duration of work.

3.03 INSTALLATION

A. Soil Amendment

1. Limit preparation to areas which will be planted promptly after preparation. 2. Before tilling, clean topsoil of stones, clay lumps, and other extraneous materials

harmful or toxic to plant growth. Leave seeds and plants for native seed areas. Use soil devoid of seeds and plants in sodded and seeded lawn areas.

DC #21529

FINE GRADING AND SOIL PREPARATION 02920-4

3. Native Seed:

Spread soil amendments and fertilizer at the rate specified. Till in thoroughly to a minimum depth of 9", and grade to meet lines, grades and elevations shown, allowing for natural settlement.

B. Fine Grading in all Landscape Areas:

1. Do fine grading for areas immediately prior to planting. 2. For ground surface areas surrounding buildings to be landscaped, maintain required

positive drainage away from buildings. 3. Establish finish grades to within 0.05 foot of grades indicated. The intent of this spec

is to prevent 'bird baths' or ponding. 4. Finish grade to be below edge of pavement prior to sodding, seeding or planting.

a. Seeded Areas: Allow 1" for seed.

5. Noxious weeds or parts thereof shall not be present in the surface grade prior to

landscaping. 6. Compaction of Surface Grade Prior to Landscape Installation: Firm, but not hard

(80% standard Proctor density within 2% optimum moisture). 7. Prior to acceptance of grades, rake to smooth, even surface free of debris, clods,

rocks, and vegetable matter greater than 1". Native seed areas should not be raked smooth but left in a uniform condition after tilling. Rough raking may occur parallel to the contour only.

8. Sodded Lawns: Apply nitrogen fertilizer, at the rate specified, after fine grading and

prior to sodding. 9. Restore planting areas to specified condition if eroded or otherwise disturbed after

fine grading and prior to planting. 3.04 NOTIFICATION AND INSPECTION

A. Inspection: Provide notice to Owner's Representative requesting inspection at least 7 days prior to anticipated date of completion.

B. Deficiencies: Owner's Representative will specify deficiencies to Contractor who shall make

satisfactory adjustments and shall again notify Owner's Representative for final inspection. 3.05 CLEANING

A. General: Remove debris and excess materials from site. Clean out drainage inlet structures. Clean paved and finished surfaces soiled as a result of work under this section, in accordance with direction given by Owner's Representative.

3.06 PROTECTION

A. General: Provide and install barriers as required and as directed by Owner's Representative to protect completed areas against damage from pedestrian and vehicular

DC #21529

FINE GRADING AND SOIL PREPARATION 02920-5

traffic until acceptance by Owner. Contractor is not responsible for malicious destruction caused by others.

3.07 WARRANTY

A. Contractor to warrant for a period of one year that puddling, sinking or caving directly due to earthwork operations does not occur.

END OF SECTION 02920

DC #21529

SITE FURNISHINGS 02960-1

SECTION 02960 SITE FURNISHINGS PART 1 - GENERAL 1.01 WORK INCLUDED

A. Section Includes:

1. Picnic Tables

2. Benches. 3. Trash Receptacles. 4. Shelters.

1.02 RELATED SECTIONS AND DOCUMENTS

A. Section 02210: Excavation and Embankment.

B. Section 02528: Concrete Curbs and Combined Curbs and Gutters. C. Section 02776: Concrete Sidewalks, Driveway Approaches, Curb Turn Fillets, Valley

Gutters & Miscellaneous New Concrete Construction.

D. Drawings and general provisions of the Construction Contract, and Division-1 Specification sections apply to work of this section.

1.03 SUBMITTALS

A. Submit manufacturer's technical data. Provide paver sample prior to placement. Provide soil compaction tests as required in the general conditions.

1.04 QUALITY ASSURANCE

A. Coordination: All metal edging to be placed after final grades are established.

B. Perform work with personnel experienced in the work required under direction of a skilled foreman.

1.05 EXISTING CONDITIONS

A. Contractor shall approve existing conditions prior to beginning all landscape work. Beginning work indicates acceptance of existing conditions.

PART 2 - PRODUCTS 2.01 MATERIALS

A. Picnic Tables: Wabash Valley #SG231 46” Square Table – 4 seat, in-ground mount, Superior frame. Qty. (4). Wabash Valley #SG235 46” Square Table, 3 seat, in-ground mount, Superior frame. Qty. (2). Color TBD.

B. Benches: Du Mor Model #91-60PL 6’ long backless bench. Qty. (2). Color TBD.

DC #21529

SITE FURNISHINGS 02960-2

C. Trash Receptacles: Du Mor Model # 124-31PL 31 gal. Recycled Plastic with galvanized steel liner, #DM Dome Top Lid, in-ground mount. Qty (2). Color TBD.

D. Shelters:

1. Sun Ports 30’ x 30’ Pyramid. Qty (1). Contact Brandon Smith at Made in the Schade at 888-670-0097. Color TBD.

2. Sanolet Enclosures: Classic Recreation Systems, custom 10’ x 10’ Orlando

model with standing seam roof and 7” square posts. Color TBD. Qty (1). Contact G.R. Marolt at 303-762-1090.

PART 3 - EXECUTION 3.01 PREPARATION

A. Excavate for footings for tables, benches and trash receptacles. Moisten base, compact to 90% of Standard Proctor Density.

3.02 INSTALLATION

A. Picnic Tables: Install per manufacturer’s specifications.

B. Benches: Install per manufacturer's specifications.

C. Trash Receptacles: Install per manufacturer’s specifications. D. Shelters: Install per manufacturer’s specifications.

3.03 FIELD QUALITY CONTROL

A. All items must be protected from staining, cracking, chipping, vandalism, and other drainage during progress of the work and left in a first class condition upon completion.

END OF SECTION 02960

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Sanolet
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Sanolet Enclosures: Classic Recreation Systems, custom 10’ x 10’ Orlando model with standing seam roof and 7” square posts. Color TBD. Qty (1). Contact G.R. Marolt at 303-762-1090.

DC #21529

LANDSCAPE MAINTENANCE 02970-1

SECTION 02970 LANDSCAPE MAINTENANCE PART 1 - GENERAL 1.01 WORK INCLUDED

A. Section includes maintaining the following items through final acceptance:

1. Seeded areas 1.02 RELATED SECTIONS AND DOCUMENTS

A. Section 02931: Seeding.

B. Drawings and general provisions of the Construction Contract, and Division-1 Specification sections apply to work of this section.

1.03 SUBMITTALS

A. Notices - Submit the following written notices to the Owner:

1. A minimum of one (1) week prior to fertilization or the broad application of any chemicals or insecticides of any kind.

1.04 QUALITY ASSURANCE

A. Applicable Codes and Standards

1. Abide by the codes, specifications, and standards of all governmental and industry regulations including but not limited City, County, State of Colorado, and the standards of the American Association of Nurserymen (ANN), American Society for Testing and Materials (ASTM), National Plumbing Code (NPC), Colorado Technical Plumbing Code, Uniform Building Code (UBC), Sprinkler Irrigation Association (SIA), National Electric Code (NEC), American Sod Producers Association (ASPA), United States Department of Agriculture (USDA), and the Association of American Seed Control Officials (AASCO).

2. All labor shall be United States citizens or have current, valid work permits for work within the United States.

3. At all times when work is being performed, Contractor shall have an individual

who has successfully completed the Standard First Aid and Personal Safety Course (intermediate level) offered by the American Red Cross or other training as accepted by the Owner.

4. No chemicals or fertilizers shall be utilized on the work without a state licensed

operator in attendance.

B. Equipment:

1. All equipment shall be well maintained and equipped with current safety features including audible reverse warning, trimming guards, etc.

1.05 MAINTENANCE PERIOD

A. Required maintenance for all items shall extend until date of final acceptance of the entire project. This period will last through a minimum of two lawn cuttings for sodded areas.

DC #21529

LANDSCAPE MAINTENANCE 02970-2

B. After acceptance of the entire project, the Owner will assume responsibility for maintenance.

A one year warranty will begin at date of acceptance of all landscape construction. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.01 SEEDED AREAS

A. General: The maintenance period shall begin immediately after each area is seeded and continue until final acceptance of entire project. During this time, the Contractor shall be responsible for watering, mowing, spraying, weeding and all related work as necessary to ensure that seeded areas are in a vigorous growing condition. Provide all supervision, labor, material, and equipment to maintain seeded areas.

B. Materials: Conform to specifications or to be acceptable to by Owner.

C. Watering: Water irrigated areas at regular schedule to be accepted by Owner until stand

of grass is established. Water in repeated short time periods. After grass is established, water irrigated grass at a regular schedule to be accepted by Owner. Native and dryland grasses are not required to be watered. Water shall be free of substances harmful to plant growth. Be responsible for furnishing water from underground sprinkler system, quick couplers or other source.

D. Reseeding: In native seed areas larger than 1 sq. ft. in which no stand of grass is

established, reseed and water until stand of grass is successfully established.

E. Fertilization: Native Seed/Dryland Grasses: None required.

F. Weed Control: Native Seed/Dryland Grasses: As required, using selective herbicides approved by Owner.

G. Insect and Disease Control: As required, apply insecticide and fungicide approved by

Owner. 3.05 WINTER WATERING

A. Contractor's maintenance crew to water all irrigated seed and plant material areas once each month during December, January, February, and March as needed to adequately sustain plant material through the winter, unless the Owner has accepted the project.

B. This watering shall occur from sillcocks of the building or quick couplers and must include

the cost of supplying all necessary hoses and fittings. If sillcocks are frozen or cannot be activated Contractor shall utilize a water truck.

END OF SECTION 02970

SHEET INDEX

SHEET NO. TITLE

1 COVER SHEET

2 OVERALL PLAN/SURVEY CONTROL

3 GRADING PLAN

4 BRIDGE/SIDEWALK PLAN & PROFILE

5-7 DETAILS

8-12 CITY DETAILS

13-16 PARK EQUIPMENT/LAYOUT

16

307-742-3816

1575 N. 4th Street, #105

Laramie, Wyoming 82072

IMPERIAL HEIGHTS PARK

DEVELOPMENT

PHASE I AND II

LARAMIE, WY

PREPARED FOR:

CITY OF LARAMIE

PO BOX C

LARAMIE, WY

DAVID SCHOTT,

PARKS AND RECREATION

PROJECT MANAGER

PREPARED BY:

TITLE

Cody

Powell

Lovell

Greybull

Worland

Thermopolis

Shoshoni

Riverton

Jackson

Afton

Big Piney

Lander

Pinedale

Sheridan

Buffalo

Wright

Gillette

Moorcroft

Sundance

Newcastle

CasperDouglas

Kemmerer

Green River

Farson

Rawlins

Saratoga

Medicine Bow

Laramie

Wheatland

Torrington

Evanston

Dubois

Cheyenne

1868

CONSTRUCTION DRAWINGS FOR

VICINITY MAP

LOCATION MAP

MORGAN DR

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AREA

PROJECT

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211 N. Public Road, Suite 200

Lafayette, CO 80026

(303) 664-5301

T15N

, S

1

R73W

1

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CONTROL POINT

PROPERTY CORNER

N: 291527.55

E: 556445.45

ELEV: 7407.28

CONTROL POINT

PROPERTY CORNER

N: 291108.31

E: 556720.52

ELEV: 7413.39

CONTROL POINT

PROPERTY CORNER

N: 291314.55

E: 557034.43

ELEV: 7423.63

CL

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NEW PEDESTRIAN BRIDGE

(70' CLEAR SPAN x 10' WIDE)

NEW VAN ACCESSIBLE ADA

PARKING SPACE

NEW ADA CURB RAMP

NEW SHARED USE PATH

EXISTING MONITORING

WELL FOR FUTURE

IRRIGATION SOURCE

NEW PLAY AREAS, SEE

PLAYGROUND ENLARGEMENT,

L1.1

EXISTING GANG MAILBOX TO REMAIN

SURVEY CONTROL PROVIDED BY TRIHYDRO:

VERTICAL DATUM IS NAVD 88

HORIZONTAL DATUM IS NAD 83

THE PROJECT USES STATE PLANE COORDINATES

BROUGHT TO GROUND FROM COORDINATE 0,0

WITH A SCALE FACTOR OF 1.0004005760

BASE MAPPING AND EXISTING CONDITIONS

PROVIDED BY TRIHYDRO

PARK BOUNDARY LINE

PAD FOR

SANOLET

EXISTING

MONITORING WELL

EXISTING

MONITORING WELL

2

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PAD FOR SANOLET

Parcel Line and Curve Table

Line #/Curve #

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

Length

48.83

52.03

24.62

89.51

48.68

33.12

4.56

109.87

104.31

6.81

48.74

Bearing/Delta

16.13

21.25

20.59

32.39

47.47

133.27

90.03

175.85

137.00

152.00

16.91

Radius

173.43

140.30

68.50

158.35

58.75

14.24

2.90

35.80

43.63

2.57

165.12

Start Northing

291471.66

291427.64

291389.46

291379.69

291381.25

291413.14

291431.63

291433.02

291458.46

291431.84

291430.85

Start Easting

556561.97

556582.73

556617.64

556640.10

556728.40

556763.33

556744.85

556740.98

556674.11

556597.42

556592.53

-

1

.

0

%

-

1

.

9

%

-

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.5

%

3

.0

:1

3

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:1

3

.0

:1

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2

C

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C4

C

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C

6

C

7

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GRADE NEW PLAYGROUND

AREA TO MATCH FINISH

GRADE CONTOURS AFTER

ALL IMPROVEMENTS

IRRIGATION CONDUIT (TYP)

CONDUITS SHALL BE 4"

SCH40 PVC MINIMUM 18"

BELOW FINISHED GRADE

PROPOSED GRADE

CONTOUR LINE (TYP) EXISTING GRADE

CONTOUR LINE (TYP)

NOTE: GRADING PLAN AND

ELEVATIONS ARE TO FINISHED

GRADE.

CUT AND FILL SLOPES ARE 4:1

UNLESS OTHERWISE NOTED.

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ELEVATIONS LISTED ARE AT

BEGINNING POINT AND MID POINT

OF EACH CURVE AT FINISH GRADE

3

ESTIMATED EARTHWORK QUANTITIES*:

CUT: 339CY

FILL: 160CY

*QUANTITIES ARE ESTIMATED FOR TOTAL

VOLUME TO SUBGRADE ELEVATION ASSUMING

4" OF TOPSOIL IS REMOVED DURING STRIPPING.

ANY EXCESS MATERIAL IS TO BE STOCKPILED

OR USED ON-SITE AS DIRECTED BY THE OWNER.

1+

00

2

+

0

0

1+75.1

N: 291564.97

E: 556531.79

END SIDEWALK

0+72.7

N: 291597.95

E: 556628.55

BEGIN SIDEWALK

L

=

2

43

.93

'R

=5

30

.2

2'

Δ

=

26

°2

1'3

2"

10.0'

5.0

'

5.0' MAX

TAPER

5.0' MAX

0+62.6

N: 291600.30

E: 556638.30

EDGE OF CONC

0+89

0+

00

BP: 0+00.00

N: 291567.47

E: 556537.38

EP: 0+88.8

0+18.8

BRIDGE BEARING

@ CENTERLINE

N: 291549.53

E: 556542.96

0+88.8

BRIDGE BEARING

@ CENTERLINE

N: 291482.69

E: 556563.78

7405

7410

7415

7420

7405

7410

7415

7420

0+50 0+75 1+00 1+25 1+50 1+75 2+00

PROFILE GRADE OF

SIDEWALK CENTERLINE

BE

GIN

S

ID

EW

ALK

ST

A 0+

72.6

ELE

V 7412.6

EN

D S

ID

EW

ALK

S

TA

1+

75

ELE

V 7410.8

APPROXIMATE EXISTING

GROUND SURFACE

EARTH FILL

SLOPED AT 4:1

EARTH FILL

SLOPED AT 4:1

7400

7405

7410

7415

7400

7405

7410

7415

0+00 0+25 0+50 0+75 0+90

STA 0+18.8

BRIDGE BEARING

@ CENTERLINE

ELEV 7410.9

STA 0+88.8

BRIDGE BEARING

@ CENTERLINE

ELEV 7412.0

1.1%

1.6

%

-1.7

6%

ED

GE

O

F C

ON

C

ST

A 0+

62.6

MATCH EDGE OF

PROPOSED SIDEWALK

ELEV 7410.8

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N &

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FILE

BR

ID

GE

A

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ID

EW

ALK

PP

INSTALL NEW 10'

WIDE SIDEWALK

INSTALL NEW 10' WIDE

PEDESTRIAN BRIDGE

NEW HANDICAP ACCESSIBLE

PARALLEL PARKING, PAINTING

AND STRIPING BY OTHERS

REMOVE AND REPLACE

CURB AND GUTTER (TYP)

VERTICAL SCALE: 1"=5'

HORIZONTAL SCALE: 1"=20'

10'x10' CONCRETE

PAD FOR SANOLET

4

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10'x10' CONCRETE PAD FOR SANOLET 4

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DT-1

70'-0"

C BEARING

VERTICAL PICKETS ON

SAFETY RAIL, TYP. ON

BOTH SIDES FOR ENTIRE

LENGTH

PREFABRICATED BRIDGE

C BEARING

APPROX. EXISTING

GROUND LINE

ELEVATION

PROFILE GRADE

CONCRETE

SIDEWALK (TYP)

L

L

BRIDGE GENERAL NOTES

PREFABRICATED BRIDGE AND ABUTMENTS SHALL BE DESIGNED, FURNISHED AND CONSTRUCTED BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

BRIDGE DESIGN WAS ONLY BASED ON COMBINATIONS OF THE FOLLOWING LOADS WHICH WILL PRODUCE MAXIMUM CRITICAL MEMBER STRESSES.

A.90 PSF UNIFORM LIVE LOADING ON THE FULL DECK AREA OR ONE 8,000 LB VEHICLE LOAD. THE LOAD SHALL BE DISTRIBUTED AS A FOUR-WHEEL VEHICLE WITH 80% OF THE LOAD

ON THE REAR WHEELS. THE WHEEL TRACK WIDTH OF THE VEHICLE SHALL BE 5'-0" AND THE WHEEL BASE SHALL BE 8'-6". THE VEHICLE SHALL BE POSITIONED SO AS TO PRODUCE

THE MAXIMUM STRESSES IN EACH MEMBER, INCLUDING DECKING.

B. 35 PSF WIND LOAD ON THE FULL HEIGHT OF THE BRIDGE, AS IF ENCLOSED.

C.20 PSF UPWARD FORCE APPLIED AT THE WINDWARD QUARTER POINT OF THE TRANSVERSE BRIDGE WIDTH (AASHTO 3.15.3).

CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED ON THE BRIDGE DECK.

1.

2.

3.

BRIDGE RAILING

PROFILE GRADE LINE

BRIDGE PLAN

70'-0"

EDGE OF

SIDEWALK

(TYP)

CL

EA

R P

AT

H

C SIDEWALK

AND BRIDGE

L BRIDGE ABUT

A

A1

0'-0

"

5'-0

"5

'-0

"

C BEARING

L

5'-0

"

(T

YP

)

C BEARING

L

BRIDGE ABUT

12" THICK RIP RAP ON

GEOTEXTILE FABRIC

(TYP)

RIP RAP LIMITS (FULL

FACE OF ABUTMENT

AND WING WALLS)

3'-0" (TYP)

INSTALL #4 REBAR AT 2'

O.C. TO TIE SIDEWALK

TO ABUTMENT (TYP)

WIN

GW

AL

L

0+18.8

0+88.8

5

INSTALL STRAW EROSION

MAT ON DISTURBED SOIL

INSIDE CHANNEL (TYP)

IM

PE

RIA

L H

EIG

HT

S P

AR

K D

EV

EL

OP

ME

NT

LA

RA

MIE

, W

Y

16

PE

DE

ST

RIA

N B

RID

GE

D

ET

AILS

DT-2

TYPICAL SECTION A

RUB RAIL

BRIDGE DECK

PROFILE GRADE LINE

ABUTMENT EXCAVATION/BACKFILL DETAIL

EXCAVATION LIMITS

2'-0" THICK, 3" MINUS CLEAN GRAVEL

(100% PASS 1" AND MAX. 15% PASS #4)

BELOW FOOTINGS, TYP.

COMPACT TO 98% ASTM D698

EXISTING GROUND

REGRADE AS DIRECTED

BY ENGINEER

BACKFILL WITH FREE DRAINING FILL

(3" MINUS MATERIAL, 5% MAX. PASSING THE NO.8

SIEVE, 2% MAX. PASSING THE NO. 200 SIEVE). COMPACT

TO 95% OF ASTM D698.

BOTTOM OF BRIDGE

C BRIDGE

L

1'-0"

3'-6

"

10'-0" CLEAR

5'-0" 5'-0"

4'-0

"

(M

IN

)

NOTE: EXACT CONFIGURATION

OF ABUTMENTS IS TO BE

DESIGNED BY THE

CONTRACTOR.

(TYP)

48" MIN

STEM WALL

FOOTING

3' (TYP)

12" MIN

GEOTEXTILE FABRIC

ABUTMENT WALL

RIP RAP

RIP RAP DETAIL

SPACING OF SAFETY RAIL

PRODUCES OPENINGS OF

LESS THAN 4"

ABUTMENT STEM

STEEL BRIDGE MEMBER

1/4"x1' WIDE STEEL PLATE

FULL WIDTH OF BRIDGE

CONCRETE SIDEWALK

NOTE: TACK WELD STEEL PLATE TO BRIDGE MEMBER

TO COVER THE GAP CREATED BETWEEN BRIDGE AND

ABUTMENT.

GRIND A BEVEL EDGE FULL LENGTH OF THE STEEL

PLATE TO PROVIDE AS SMOOTH A TRANSITION ON TO

THE SIDEWALK AS POSSIBLE. THIS EDGE WILL FREE

FLOAT ON THE SIDEWALK

BRIDGE ABUTMENT TRANSITION DETAIL

3"

70'-2"

(BACKWALL TO BACKWALL)

P

3"

P

ABUTMENT DETAIL

TOE RAIL

6

INSTALL STRAW EROSION

MAT ON DISTURBED SOIL

INSIDE CHANNEL

NOTE: ROADWAY ADJACENT

TO IMPERIAL HEIGHTS PARK

IS A 60' RIGHT-OF-WAY.

23.0' (TYP)

8.0'

8.0'

B-B

A-A

NEW VAN ACCESSIBLE

PARKING SPACE W/ MARKING

PAINT (TYP BY OTHERS)

YELLOW STRIPING,

4" WIDE LINES (TYP)

EXISTING CURB AND

GUTTER SECTION

NEW HANDICAP, VAN-

ACCESSIBLE PARKING SIGN

(TYP OF 2)

EXISTING CURB AND

GUTTER SECTION TO

BE REMOVED FOR

AISLE ACCESS

PROPERTY LINE (TYP)

SIGN, 'PARALLEL

PARKING ONLY'

2.0'

2.0' (TYP)TAPER CURB AS IF

DRIVEWAY CUT FOR 5.0'

SECTION A-A

SIDEWALK GRADE

PER PLAN PROFILE

TYPICAL SIDEWALK GRADE PER

CITY STD CROSS SECTIONS

8.0'

8.0'

10.0'

SECTION B-B

ROADWAY

HC PARKING SPACE

HC PARKING AISLE,

POURED CONCRETE

(MATCH SIDEWALK)

NEW CONCRETE

SIDEWALK

REMOVED CURB REPLACED WITH

ACCESSIBLE CONCRETE CURB FULL

LENGTH OF BOTH ADA SPACES

2% MAX

SAW CUT JOINT

MAINTAIN STRAIGHT

GRADE FLOWLINE OF

EXISTING CURB AND

GUTTER

IM

PE

RIA

L H

EIG

HT

S P

AR

K D

EV

EL

OP

ME

NT

LA

RA

MIE

, W

Y

16

PA

RK

IN

G D

ET

AIL

PA

RA

LLE

L A

DA

V

AN

A

CC

ES

SIB

LE

DT-3

7

PAVEMENT NOTESGENERAL NOTES

STREET NOTES

IM

PE

RIA

L H

EIG

HT

S P

AR

K D

EV

EL

OP

ME

NT

LA

RA

MIE

, W

Y

16

CIT

Y O

F LA

RA

MIE

S

TA

ND

AR

D D

ET

AILS

CD-1

8

AGGREGATE FOR HOT PLANT MIX ASPHALT

WPWSS 02190-2.07

AGGREGATE FOR UNTREATED SUB-BASE AND BASE

WPWSS 02190-2.03

CURB & GUTTER, SIDEWALK NOTES

CURB RAMP NOTES

IM

PE

RIA

L H

EIG

HT

S P

AR

K D

EV

EL

OP

ME

NT

LA

RA

MIE

, W

Y

16

CIT

Y O

F LA

RA

MIE

S

TA

ND

AR

D D

ET

AILS

CD-2

9

IM

PE

RIA

L H

EIG

HT

S P

AR

K D

EV

EL

OP

ME

NT

LA

RA

MIE

, W

Y

16

CIT

Y O

F LA

RA

MIE

S

TA

ND

AR

D D

ET

AILS

CD-3

10

HIGHBACK CURB

ROLL-OVER CURB

MONOLITHIC CURB

IM

PE

RIA

L H

EIG

HT

S P

AR

K D

EV

EL

OP

ME

NT

LA

RA

MIE

, W

Y

16

CIT

Y O

F LA

RA

MIE

S

TA

ND

AR

D D

ET

AILS

CD-4

11

IM

PE

RIA

L H

EIG

HT

S P

AR

K D

EV

EL

OP

ME

NT

LA

RA

MIE

, W

Y

16

CIT

Y O

F LA

RA

MIE

S

TA

ND

AR

D D

ET

AILS

CD-5

12

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