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1e Approve Specs for 1993 Street Repair Program and Uth Advertising for Bids Project 93-11 CITYOF lE ,,....... i ,‘ CHANHASSEN 1 0 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 Action by City Admtnistttttot Dodo '�- -�� MEMORANDUM tiodifieci_ _____ Rejects TO: Don Ashworth, City Manager Dat 5 1 Dete Submitted to Cotnftlisaiott FROM: Charles i~olch, City E n g ineer Date Subm3tfied to I DATE: May 13, 1993 --E I SUBJ: Approve Specifications for 1993 Street Repair Program and Authorizing Advertising for Bids - Project No. 93 -11 f 1 Attached you will find a copy of the specifications for the 1993 Street Repair and Sealcoat Program and a map showing the areas to be included in the program. In an effort to stretch I the dollars available for this year's program, the City .Street Maintenance Department will be performing the preparatory patching and crack sealing work. This will maximize the dollars available to perform the sealcoating and leveling operations under the bid contract. Approximately 15 miles of city streets are included in this year's street repair program. The recommended repair work strategies for the streets included in the program are consistent 1 with the adopted Pavement Management Report and were again field verified this spring. The estimated cost for this year's program is approximately $169,000. The 1993 City budget has allocated approximately $175,000 for this year's program. I The bid opening for this program has been tentatively scheduled for 2:00 p.m. on Tuesday, June 22, 1993. Bids will be reviewed and an award of contract recommendation will be A presented to the City Council at their regular meeting on Monday, June 28, 1993. It is therefore recommended that the 1993 Street Repair and Sealcoat Program Project No. 93- 11 be approved and that advertising for bids be authorized. ktm Attachment: 1993 Street Repair and Sealcoat Specifications and Proposal U c: Dave Hempel, Assistant City Engineer Mike Wegler, Street Superintendent Bill Bement, Engineering Technician II I rs test PRINTED ON RECYCLED PAPER 1 1 1 1 1 1 CITY OF CHANHASSEN 1 1993 STREET REPAIR PROGRAM PROJECT NO. 93 -11 1 SPECIFICATIONS AND BID PROPOSAL 1 1 1 1 1 I hereby certify that this plan, specification or report was prepared by me or under my direct I supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. 1 1 Charles D. Folch, Reg. No. 21474 Date: May 3. 1993 1 1 1 1 1 1 1 1 1 TABLE OF CONTENTS 1 i Advertisement for Bids 1 Proposal 2-4 1 General Requirements /Special Provisions 5 -14 1 Form of Contract 15 -17 Location Maps 1 1 1 1 1 1 1 1 1 1 1 CITY OF CHANHASSEN 1 ADVERTISEMENT FOR BIDS 1993 Street Repair Program 1 Project No. 93 -11 Notice is hereby given that the Chanhassen City Council will receive sealed proposals for its 1993 Street Repair Program as detailed in the specifications dated May 3, 1993 at the office of the City Engineer until 2:00 PM, June 22, 1993, when they will be publicly opened 1 at City Hall, 690 Coulter Drive, Chanhassen, Minnesota, 55317. The work includes bituminous leveling /overlay, sealcoating, pavement markings and 1 appurtenances consisting of approximately 66,635 gallons of bituminous material for sealcoat, 3,300 tons of sealcoat aggregate, 2,875 tons of bituminous wear course (MnDOT • 2341) and 55,000 L.F. of traffic lines. ' All ro osals shall be addressed to: P P 1 Charles Folch, City Engineer City of Chanhassen 1 690 Coulter Drive Chanhassen, MN 55317 ' All proposals shall be securely sealed and shall be endorsed on the envelope with the statement "PROPOSAL FOR 1993 STREET REPAIR PROGRAM" and shall be on the Proposal Form included in the plans and specifications. All bids shall be accompanied by a certified check, cashiers check or bid bond in the amount of five (5) percent of the total bid price made payable to the City of Chanhassen. Specifications for the above - mentioned work are on file in the office of the City Engineer, Chanhassen, Minnesota, where copies for bidders may also be obtained. The City reserves the right to reject any or all bids and to waive any irregularities in the bidding, and further reserves the right to award the contract in the best interest of the City. No bids may be withdrawn within thirty (30) days from the date bids are opened. 1 Published in the Construction Bulletin on May 28 and June 4, 1993 Published in the Chanhassen Villager on May 27 and June 3, 1993 1 1 1 1 -1- 1 1 PROPOSAL 1993 STREET REPAIR PROGRAM PROJECT NO. 93 -11 1 CITY OF CHANHASSEN, MINNESOTA Honorable Mayor and City Council Members City of Chanhassen Chanhassen, Minnesota 55317 Gentlemen: 1 The undersigned, being familiar with the local conditions affecting the cost of the work and with these contract documents dated May 3, 1993 on file in the office of the City Engineer of the City of Chanhassen, Minnesota, does hereby propose to furnish all labor, material, skills and equipment necessary to repair /sealcoat designated city streets according to the following schedule of approximate quantities and respective unit prices. 1. MnDOT 2356.505 CRS -2 Bituminous Material for Sealcoat 1 66,635 Gallons @ $ = $ 2. MnDOT 2356.507 FA -2 Aggregate 1 3,300 Tons @ $ = $ 1 3. MnDOT 2356.507 Class A Gray Granite Chip Aggregate 35 Tons = 1 4. MnDOT 2341.508 Wearing Course Mixture 1 2,875 Tons @ $ = $ 1 5. MnDOT 2357.502 Bituminous Material for Tack Coat 1,580 Gallons @ $ = $ 1 6. MnDOT 2506.522 Adjust Frame and Ring Casting 20 Each @ $ = $ 7. MnDOT Painted Pavement Markings 6" Solid (White) 1 12,795 L.F. @ $ = $ 1 -2- 1 1 8. MnDOT Painted Pavement Markings 4" Double (Yellow) 1 42,330 L.F. @ $ = $ 1 Total Bid Price $ The undersigned bidder also agrees to furnish the required bond and to enter into the I contract with the City within ten (10) days after the City's acceptance of this Proposal or any section or sections thereof and further agrees to complete the entire work covered in the contract award prior to July 31 ,1993, except as noted in the specifications and subject 1 to the provisions of the contract documents. Enclosed is the required Proposal guarantee in the amount of 5 %, which the undersigned 1 bidder agrees to be forfeited to and become the property of the City of Chanhassen, as liquidated damages should this Proposal be accepted and a contract be awarded to him and he fails to enter into a contract within ten (10) days, but otherwise the aforesaid Proposal 1 guarantee will be returned upon his signing the contract and delivering the approved bond. I In submitting this bid, it is understood that the right is reserved by the City to reject any and all bids, waive the informalities in any bid, and award the work in the best interest of the city. it is further understood that this bid may not be withdrawn within a period of thirty I (30) days after the scheduled time for the receipt of bids. Contract payments shall be based on actual quantities placed at unit prices bid. The City I Engineer reserves the right to add or delete pavement areas from this contract as may be necessary to accommodate budget limitations. Contractor shall be advised that MnDOT 1903 Compensation for Increased or Decreased quantities shall not apply to this contract. I No adjustments to the unit prices named in the proposal will be allowed for changes in actual quantities. I All addenda shall become a part of the bid. We hereby acknowledge Addenda Nos. , , and I We have examined the site of the work and are familiar with all conditions affecting the work. I Where there is a discrepancy between the unit price and the total item cost, the unit price shall dictate. 1 If this proposal is accepted, we will execute a contract in the form specified and will furnish a performance bond in the amount of the contract. 1 1 • 1 -3- 1 1 Respectfully Submitted, Firm Name: Address: 1 Telephone: 1 By: 1 Its: 1 Signed: 1 1 1 1 1 1 1 1 1 1 1 1 -4- 1 1993 STREET REPAIR SPECIFICATIONS GENERAL REQUIREMENTS AND SPECIFIC PROVISIONS ' The project shall be constructed in accordance with the current Minnesota Department of Transportation Standard Specifications, except as modified or altered below. 1 Project Description The project will consist of constructing a bituminous sealcoat with either MnDOT FA -2 Aggregate (Pea Rock) at 25 to 30 lbs. per square yard or 3/8" Class A Coarse Aggregate (Gray Granite Chip) and CRS -2 bituminous material at 0.25 to 0.30 gallons per square yard on City streets as designated in the following list. The project shall also include the street preparation work of sweeping clean the street ' surface, the cleaning of foreign material, installing bituminous leveling and /or overlay courses at designated areas, adjusting designated manhole and catch basin castings, gate valves, pavement markings, aggregate sweeping following the sealcoat operations and ' installing painted pavement markings. The following is a compilation of streets for the 1993 Street Repair Program. MnDOT 1903 1 Compensation for Increased or Decreased Quantities shall not apply to this contract. the engineer shall have the right to add or delete pavement areas without changes in the unit prices named in the proposal. Proposed streets d s eets to be sealcoated are as follows: A. 3/8" Class A Coarse Aggregate (Gray Granite Chip) ' Park Road - Powers Boulevard west approximately 500 feet B. FA -2 Aggregate (Pea Rock) 1 Fox Court Lake Point Fox Path - Pleasant View Road to dead end Lake Lucy Road - Powers Boulevard to Nez Perce Drive Carver Beach Road - Powers Boulevard to dead end Fox Hill Drive Lotus Trail Napa Mohawk Pawnee Bighorn Drive - east cul -de -sac to west cul -de -sac Shadowmere Kiowa Circle Laredo Drive - Frontier Trail to cul -de -sac -5- 1 1 Highland Drive - Frontier Trail to cul -de -sac Longview Circle Cimarron Circle West 76th Street ' Iroquois Huron Kiowa - Chan View to West 76th Street Great Plains Boulevard - West 78th Street to Santa Fe Trail Chan View Frontier Court South Shore Drive South Shore Court Hill Street I Redwing Court Redwing Lane - Carver Beach Road to Kerber Boulevard Chaparral Lane - Carver Beach Road to Pontiac Lane Chaparral Court Pima Lane Pontiac Court Pontiac Circle Pontiac Lane Penamint Lane 1 Penamint Court Buckingwood Court Hiawatha 1 Butte Court Trotters Circle Saddlebrook Pass Saddlebrook Trail Saddlebrook Curve I Cactus Curve Canyon Curve Western Drive - Hopi to cul -de -sac j Quiver Deerwood Violet Nez Perce Court Hopi Nez Perce Drive - Kerber Boulevard to Lake Lucy Road I Lone Eagle Ponderosa - Nez Perce Drive to Lotus Trail Broken Arrow Navajo Cree Yuma Woodhill Drive Chanhassen Hills Drive South Lake Susan Drive - Lyman Boulevard to Chanhassen Hills Drive South 1 -6- 1 1 Barbara Court I Lyman Court Lake Susan Hills Drive (east) West Lake Court I Lake Susan Hills Drive (west) - Powers Boulevard to 125' south of Pelican Court Egret Court Pelican Court I Heron Drive - Lake Susan Hills Drive to Audubon Road Ibis Court Swan Court I Bittern Court Osprey Lane - Heron Drive south 120' 1 Proposed streets to receive 2 -inch A.C. overlay: 1 Pleasant View Road 1 1. An approximate 880' section west of driveway at 850 Pleasant View Road 2. An approximate 625' section east of driveway at 640 Pleasant View Road 3. An approximate 175' section west of Valhalla Drive 1 4. An approximate 400' section east of driveway at 469 Pleasant View Road 5. An approximate 2,555' section west of Highway 101 1 Proposed streets to receive 1 -inch A.C. overlay: I Pontiac Lane from Kerber Boulevard to Pontiac Circle Cardinal Avenue from 100 feet north of 63rd Street to city limits Koehnen Circle from Cardinal Avenue to 80' west I Melody Hill Road from Galpin west 265' Orchard Lane from Forest to Sandpiper Barberry Circle from Dartmouth north 200' I Glendale from Maple west 510' Maple from Glendale south 265' Red Cedar Point from Minnewashta Parkway east 600' I Hickory Road from driveway at 3715 Hickory west 320' Juniper from Hickory Road south 60' Linden Circle from Minnewashta Parkway west 325' (both sides) I Streets to receive A.C. leveling: I Lake Susan Hills Drive from Heron Drive north to Powers Boulevard 1 1 -7- 1 1 Proposed streets to receive striping: Lake Lucy Road from Powers Boulevard to Galpin Boulevard I Lake Drive from Market Boulevard to Powers Boulevard I Lake Drive East from Highway 101 to Dakota Avenue Lake Drive East from Dakota Avenue to Dell Road Park Road from Audubon to Powers Boulevard Audubon Road from Lyman Boulevard to Highway 5 Bluff Creek Drive from Pioneer Trail to Highway 169 Kerber Boulevard from West 78th Street to Powers Boulevard Market Boulevard from West 78th Street to Highway 5 Site Investigation 1 • The Contractor acknowledges that he has satisfied himself as to the nature and location of the work and the general and local conditions of the various sites as well as the character • of the equipment required during and after prosecution of the work. Any failure by the Contractor to acquaint himself with the available information will not relieve him from the responsibility for estimating properly the difficulty or cost of successfully performing the work. 1 Time Schedule The contractor shall indicate the completion date in the appropriate specs provided on the I proposal form. The completion date may be taken into account in making the award of this contract, but in no case shall the completion date be later than July 31, 1993. 1 Failure to comply with the above - mentioned completion date shall result in the deduction of liquidated damages as set forth in Section 1807 of the MnDOT "Standard Specifications 1 for Construction ". Restrictions 1 Sealcoating operations shall be conducted: I 1. Only during daylight hours between 7:00 AM and 6:00 PM and not on I weekends or holidays. 2. When the pavement and air temperature are 70 °F or higher; 1 3. When the relative humidity is less than 75 percent; and 4. When the road surface is dry and clean. 1 1 -8- 1 The sealcoating operation shall not start and /or will be suspended when any one of the 1 above conditions cannot be met. 1 Trams c Traffic rerouting when necessary shall be the responsibility of the Contractor and shall 1 include flagmen, barricades, warning signs and /or traffic cones to adequately protect the work zone in accordance with the MnDOT short-term work zone safety manual. This work shall be considered incidental to the project. Seal coat Notification In order for City staff to notify residents affected by the seal coat project and so reducing the problem with parked vehicles, a 48 -hour advance notice shall be given to the City Engineer prior to the seal coat operation. 1 Materials and Measurements All materials shall conform to and be applied in accordance with MnDOT "Standard Specifications for Construction" as follows: 1. Bituminous leveling /overlay course shall be in accordance with MnDOT Type 41, 6.0% bituminous material by weight and placed with a bituminous paver unless otherwise approved by the Engineer. Bituminous leveling /overlay material will be paid for by the ton as bid in the proposal and measured by weight of actual material laid. Tack coat shall be in accordance with MnDOT 2357 with optional grade and placed prior to leveling. Areas to receive leveling are disbursed throughout the work area and shall be marked in the field by the Engineer or his authorized representative prior to construction. A minimum 3 -day duration shall expire between leveling and sealcoat applications. Bituminous tack coat rate of application shall be 1 at 0.05 gallons per square yard. 2. Bituminous material and aggregate for sealcoat shall be in accordance with MnDOT 1 2356. Rate of application shall be: 1 CRS -2 at 0.25 to 0.30 gallons per square yard Class A and FA -2 at 25 to 30 lbs. per square yard Complete coverage of bituminous surfaces curb -to -curb or gutter -to- gutter and all fillets at curb radii shall be included. Bituminous material for sealcoat shall be measured by volume at 60 °F from manifest collected with each load and paid for by ' the gallon as bid in the proposal. Aggregate shall be paid for by the ton as bid in the proposal. In the event the contractor elects to stockpile the cover aggregate prior to the seal coat operation, a 24 -hour advance notice shall be given and weight tickets 1 for each load are to be supplied to the City Engineer on a daily basis. -9- 1 For estimating purposes, seal coat quantities have been calculated on a per square yard basis and at application rates of 0.30 gallons of oil per square yard and 30 pounds of cover aggregate per square yard. At no time will compensation be made for material used over and above these specified rates, due to excessive applications, waste, or overlaps. Prior sweeping of streets and post aggregate pick up shall be performed by the contractor and incidental to sealcoat operations. Sealcoat sweepings shall be deposited at a location within the City limits as designated by the Engineer. 1 Preparing Street Surface The bituminous material shall not be applied dusty or unclean surface. If normal PP to a dtY sweeping methods do not remove dirt or other objectional material, the use of hand equipment, brooms, shovels, etc. may be necessary to sufficiently clean the street surface. 1 A.C. Leveling Course - Lake Susan Hills Drive 1 This item shall consist of all equipment, labor and material necessary to construct an A.C. leveling course. The intent of the A.C. leveling course is to fill in depressions in the roadway so as to insure a smooth roadway surface. In this particular roadway the depressions shall be filled with bituminous material in two consecutive lifts, first to bring the low areas up to rough grade (which will include compaction efforts) and the second lift by means of the paving machine to insure a smooth roadway surface. The second lift is to be 1" in thickness. Both lifts shall be marked in the field by the Engineer. 2" A.C. Overlay - Pleasant View Road This item shall consist of constructing a 2" A.C. overlay on portions of Pleasant View Road as described herein. The 2" overlay shall be spread with a paving machine to a depth that when the work is complete will have 2 inches of thickness and conform to the grade and surface contour required. Pleasant View Road is a high- volume traveled roadway and will be required to be open for traffic at all times. This will be accomplished by installing one- half of the overlay to the roadway section at a time while not beginning the final pass until the previous one -half section has set up enough to handle anticipated heavy truck traffic. Depending on conditions, this could mean the next working day. 1 Pavement Markings 1 All streets listed herein for pavement markings shall be striped with a 4" solid double yellow centerline stripe only, with the exception of Lake Lucy Road which will also receive 6" solid 1 white edge lines on either side. Lane lines, turn arrows and messages will be done by others. It will be the responsibility of the contractor to insure that the new striping is -10- 1 1 located as close as possible to the old lines if visible, or as directed by the Engineer. 1 Pavement markings shall be paid for as bid in the proposal by the lineal foot. The paint for traffic lines shall conform to current MnDOT specifications for hot applied 1 paint and shall be protected until properly cured by either cones or trailing vehicles. Paint shall be applied at a minimum rate of 320 linear feet of 4" line per gallon. The beads shall be of the drop -on floating type and shall be applied at the rate of 6 pounds per gallon of 1 paint applied. The striping machine must be equipped with paint agitators, paint heaters, timing devices, 1 footage counter, gallon meters to accurately measure the paint being used to the tenth of a gallon, rotating beacons, warning signs and all other devices needed to conduct operations in a safe and efficient manner. ' Manhole Casting. Storm Drain Castings And Gate Valve Box Adjustment Procedure All manhole castings, storm dram castings and gate valve boxes to be adjusted shall be ' marked in the field by the Engineer. Adjustments shall be made to an approximate height by one -half inch to three - quarter inch below the proposed bituminous surface course. The manhole casting shall be set to the contour of the road so the allowable tolerance is uniform around the entire periphery of the casting. Concrete adjustment rings and casting shall be set in a full mortar bed. The quantity on the proposal reflects an estimated number of manhole and catch basin adjustments. The actual number may vary depending on field 1 conditions. Any gate valve adjustments shall be considered incidental. Casting Protection All manholes, gate valves and storm sewer castings shall be located by the Contractor and masked with material prior to the applications of bituminous material. The use of a thick aggregate or sand layer as a mask will be permitted. The contractor will be required to remove all maskings and expose all manholes, gate valves and storm sewer castings following sealcoat operations. 1 Test Section The City will conduct random test section operations to verify oil and rock a ty P fY application rates. 1 Testing shall consist of monitoring tonnage of rock and volume of oil applied over a known area. This work shall be considered incidental to the project. 1 Final Sweeping The contractor shall sweep up the excess aggregate starting ten (10) calendar days, but not more than fifteen (15) calendar days, after completion of the first day's seal coat application. This sweeping shall be with a pick -up power sweeper and shall continue until all loose 1 aggregate is completely cleaned up to the satisfaction of the City Engineer. -11- 1 Incidental Work All work to be done by the Contractor as specified in this document, and all minor details of the work not specifically mentioned in the specifications but obviously necessary for the I proper completion of work, shall be considered as incidental to and a part of the work for which prices are named in the proposal. The Contractor will not be entitled to any extra or additional compensation for such work except as specifically stated. I Insurance 1 The Contractor shall not commence work under this contract until all insurance required under the Contract Documents has been obtained and until copies of certificates thereof are submitted to the Owner; the contractor shall not allow any subcontractor to commence work until the insurance required of such subcontractor has been obtained and copies of policies and certificates submitted to the Owner. 1 During the term of this contract, the contractor shall maintain such insurance as will protect him from claims as set forth below which may arise out of or from the Contractor's I operations under the contract, whether such operations be by himself or by a subcontractor or sub - subcontractor or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be held liable. 1 (a) For claims arising under any Workmen's Compensation, Employer's Liability or any similar employee benefit. 1 (b) For claims because of bodily injury, sickness, disease, or death of any person or persons other than his employees, and for claims because of damage to or 1 destruction of property of others resulting therefrom, including loss of use thereof. 1 Such insurance shall be written for amounts not less than the following as respects 1 subparagraph (a) above: Workmen's Compensation Statutory 1 Employer's Liability $100,000 each occurrence and as respects subparagraph (b): 1 Bodily Injury and Property Damage with a Combined Single Limit of Liability of $1,000,000 Each Occurrence of 1 42- 1 1 Bodily Injury 1 General & Automobile $500,000 each person General & Automobile $1,000,000 each occurrence 1 Property Damage General & Automobile $500,000 each occurrence General $500,000 aggregate I Certificates of Insurance including a separate Worker's Compensation and Employer's g P P Liability form certifying that the above insurance is in force with companies acceptable to I the City, along with a performance bond, shall be required as a part of the Contract Documents. I Permits and Responsibility 1 The Contractor shall, without additional expense to the City, obtain all licenses and permits required for the prosecution of work and shall be responsible for all damages to persons or I property occurring as a result of his fault or negligence in connection with the prosecution of the work. The contractor shall also be responsible for all materials delivered and work performed until completion and final acceptance except for any completed unit which 1 previously may have been finally accepted. 1 Indemnification The Contractor shall indemnify and hold harmless the City and Engineer and their agents I and employees from and against all claims, damages, losses and expenses including attorney's fees arising out of or resulting from the performance of work, provided that any such claim, damage, loss of expense (a) is attributable to bodily injury, sickness, disease or I death, or to injury to or destruction of tangible property (other than the work itself) including the loss of use resulting therefrom and (b) is caused in whole or in part by any negligent act or omission of the Contractor, an subcontractor, anyone directly or indirectly 1 employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. 1 In any and all claims against the City or the Engineer or any of their agents or employees by any employees of the Contractor, any subcontractor, anyone directly or indirectly I employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Article shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for I the Contractor and subcontractor under workmen's compensation acts, disability benefit acts or other employee benefit acts. I The obligations of the Contractor under this Article shall not extend to the liability of the Engineer, his agents or employees arising out of (a) the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs or specifications, or (b) the 1 -13- 1 1 giving of or the failure to give directions or instructions by the Engineer, his agents or employees provided such giving or failure to give is the primary cause of injury or damage. 1 Project Acceptance and Final Payment ' Contract payments shall be based on actual quantities placed at unit prices bid. The Engineer reserves the right to add or delete pavement areas from this contract as may be 1 necessary to accommodate budget limitations. Contractor shall be advised that MnDOT 1903 Compensation for Increased or Decreased quantities shall not apply to this contract. No adjustments to the unit prices named in the proposal will be allowed for changes in , actual quantities. Upon completion of the work, the Engineer shall satisfy himself by examination and test 1 that the work has been properly and fully completed in accordance with these specifications. Any and all manholes, gate valves, and /or storm castings covered by the sealcoating will have to be exposed, cleaned, and operable as a part of final acceptance requirements. , Once accepted and a two -year warranty bond of the Contractor's work is provided, final payment, based upon actual quantities used, unit prices bid and approved change orders shall be made within thirty (30) days. 1 Warranty Bond Prior to final payment and acceptance of work, the Contractor shall provide the City a ' warranty bond agreeing to maintain the stability of all work and materials done, furnished and installed under this contract for a period of two years after final acceptance. 1 1 1 -14- 1 1 CITY OF CHANHASSEN CONTRACT THIS AGREEMENT, made and executed this day of , 19 by and between the CITY OF CHANHASSEN, hereinafter referred to as the "CITY" and hereinafter referred to as the "CONTRACTOR ". 1 WITNESSETH 1 CITY AND CONTRACTOR, for the consideration hereinafter stated, agree as follows: I I. CONTRACTOR hereby covenants and agrees to perform and execute all of the provisions of the Contract Documents prepared by referred to in Paragraph IV, as provided by the CITY for: CONTRACTOR further agrees to do everything required by this Agreement ' and the Contract Documents. II. CITY agrees to pay and CONTRACTOR agrees to receive and accept payment in accordance with the prices bid for the unit or lump sum items as set forth in the Proposal Form attached hereto which prices conform to those in the accepted CONTRACTOR'S proposal on file in the office of the City ' Engineer. The aggregate sum of such prices, based on estimated required quantities, is estimated to be $ III. Final payment to CONTRACTOR by CITY shall be made as provided in the Contract Documents. 1 IV. The Contract documents consist of the following component parts: (1) Legal and Procedural Documents ' a. Advertisement for Bids b. Accepted Proposal c. Contract Agreement d. Contractor's Performance Bond ' e. Certificate of Insurance • (2) General Requirements /Special Provisions 1 -15- 1 (3) Addenda and Supplemental Agreements The Contract Documents are hereby incorporated with the Agreement and are as much a part of the Agreement as if fully set forth herein. I This Agreement and the Contract Documents are the Contract. V. CONTRACTOR agrees to fully and satisfactorily complete the work I contemplated by this Agreement prior to July 31, 1992 in accordance with the Contract Documents. VI. This Agreement shall be executed in copies. 1 IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands and 1 seals as of the date first above written. 1 ATTEST: CITY OF CHANHASSEN, MINNESOTA (Seal) 1 Name: By: 1 Title: Its: Mayor 1 By: Its: City Manager 1 A1 CONTRACTOR 1 (Seal) 1 Name: By: I Title: Its: By: 1 Its: 1 1 1 46- 1 1 STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) 1 On this day of , 19 , before, a notary public within and for said County, personally appeared Donald J. Chmiel and Don Ashworth, to be personally known, who being each by me duly sworn did say that they are respectively the Mayor and City Manager and the Municipal corporation named in the foregoing instrument, and that the seal affixed to said instrument is the corporate seal of said municipal corporation, and ' that said instrument was signed and sealed on behalf of said municipal corporation by authority of its City Council and said Donald J. Chmiel and Don Ashworth acknowledged said instrument to be the free act and deed of said municipal corporation. 1 Notary Public STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) One this day of , 19 , before me, a notary public within and for said County, personally appeared and to me known to be the persons representing the contractor's interests in the capacity shown under their signature and who executed the foregoing instrument and acknowledged that they executed the same as their free act and deed. 1 Notary Public 1 1 1 1 1 1 -17- - - / SHEET 6 SHEET 5 SHEET 4 SHEET 9 SHEET 10 I SHEET 11 , A Kew ,...,-. D E 1 B 1 1 1 i C 1 I Allt, v I. I a - i ! , 1 ' ak I 1 . f 1 , I . ,,••- 1 - — • , - ,..,. ,.. A.I., ;;;;;;A X imr.f." ;,-,5_,..--.4-:__...- m.,,m E.' gr- -. ,-,.., NEW,. _., a-, fir - ir .1 ... LI . ■izzi. fa, 140. 111"Plifi'M W'01:1 ' .' tri AO. XII P 4,..fie I 1 - ,,,..IWN, ;7- 1 ' 2 * % ”.. .. 41 2■4" ‘ "Celik . 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