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Home My WebLink AboutRESPONSE - BID - 5834 ZIEGLER ROAD WIDENING PROJECTSECTION 00300 BID FORM PROJECT: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 Place Fort Collins Date February 10, 2004 1. In compliance with your Invitation to Bid dated January 9, 2004 and subject to all conditions thereof, the undersigned Don Kehn Construction, Inc. a **(Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor)** authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of Yive Percent ($ 57. ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: Employers Mutual Casualty Co. 6181 E. Tufts Ave., Suite 500 Denver, CO 80237 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 1 7/96 Section 00300 Page 1 7n4ro3 Unit No. Vehicle 7n4ro3 Unit No. Vehicle 1904 .00 Freightliner Distributor Truck 2208 Multi -quip Generator Mitsubishi GDR 2001 94 Eagle Vision 2209 Multi -quip Generator Komatsu S67D1( 2002 94 Mercury Topaz 2210 94 CAT 3412 Generator 545KW 111nn /_1VV ,,r,._al-,._�„ADI,m ,,,0' „__ „__ •vviuvcig1Yh-1i,ijr �rvvJ�rut�, Vcu; 2211 CAT 3412 Generator 455KW 2101 Nordberg Carrier, Dakota 2212 Multiquip Generator DCA125SSJ JD( 2102 Kolberg MDL124-60 Conveyor 6 cylinder 150 hp 2103 Universal Crusher Portable Jaw 3101 93 CAT 325 Excavator 2104 96 Dakota Conveyor w/Radial Trave 3102 CAT 345B Excavator 2105 Dakota Conveyor w/o Radial Travel 3103 89 CAT 235C Excavator 2106 92 Dakota Feeder 3104 86 CAT 225 Excavator 2107 92 Dakota 36"x100' Stacking Conve 3105 98 CAT 330B Excavator 2108 Channel Frame Phillips 3000" Feed 3200 CAT 416C LoaderBackhoe 2108A Homemade Conveyor 3201 CAT 416D LoaderBackhoe 4x4 2109 Kolberg MDL 271B Screen Plant w/z 3202 CAT 416B LoaderBackhoe 4x4 2110 Kolberg MDL 22 24"x50' Conveyor 3302 CL Beam Aligner System 2111 Kolberg MDL 30"x50' Conveyor 3303 Topcon Pipe Laser 3PG-L 2112 Kolberg 2-2440 Conveyor 3401 96 Terex 3066 Articulated Haul Truck 2113 Fabtech Simplicity Screening Plant C 3402 96 Terex 3066 Articulated Haul Truck 2114 Kolberg Screening Plant MDL 271B 3403 98 Terex 3066 Articulated Haul Truck 2115 Kolberg Radial Stacking Conv. 30"x 3404 98 Terex 3066 Articulated Haul Truck 2116 Kolberg Hydraulic Conveyor 24"x50 3404A 6000 Gal. 2001 MSE Water Tank 2117 Simplicity LP140 6x20-3 Deck Scret 3501 73 CAT 950 Wheel Loader Fabmaster Tandem Axle Cam 3502 80 CAT 950 Wheel Loader Under Screen Conveyor 3503 79 CAT 966C Wheel Loader 2118 Simplicity LP140 6x20-3 Deck Scree 3504 76 CAT 980B Wheel Loader Ranco Tandem Axle Carrier v 3505 00 CAT 966G Loader 3500 Series Under Screen Conveyor 3506 Case 1835B Uniloader 2119 Simplicity LP140 6x20-3 Deck Scree 3507 Case Skid 1835B Uniloader Dakota Carrier # 1284 w/48" 3508 95 Case 1945C Loader Under Screen Conveyor 3509 87 Case 480 ELL Loader 2120 Thunderbird 5xl6 516D1161 3-Decl 3511 87 Case 480E 4x4 2121 Spokane — Pioneer MDL2500 Vertica 3512 90 Case 48OF 4x4 Impact Crusher w/36" Under 3513 CAT IT18B Loader & CAT 3406TA Engine 3514 83 CAT 966D Loader 2122 30"x60' Field Conveyor 3515 94 CAT 966F Loader 2123 24"x50' Field Conveyor 3516 94 CAT 966F Loader 2124 JC1 6'x20' Three Deck Screen 3517 CAT IT28G Loader 2125 Custombuilt 36"x34' Field Conveyor 3518 CAT 98OG Loader 2126 951MCE 30"x50' Stackable Field Co 3519 97 Case 570 LXT Loader/Tractor 2200 Nordberg HP300 Cone Crusher w/AG 3520 00 CAT 972G Loader 2201 CAT 3208 Kato Generator 3521 00 CAT 236 Skidster 2202 CAT 3208 Generator — Wash Plant 3522 02 CAT IT29G Loader 2203 CAT 3412 Generator 455KW 3610 70 CAT 955 Loader 2204 CAT 3408 Generator 340KW 4101 CAT 623B Scraper 2205 CAT 3406 Generator 320KW 4102 CAT 623B Scraper 2206 CAT 3304 Dita Generator 4103 86 CAT 627E Scraper, Rear Pullhook 2207 CAT 3412 Generator 455KW 4104 80 CAT 627B Scraper Push Pull 7/14/03 7/14/03 Unit Unit No. Vehicle No. Vehicle 4105 . CAT 627E Scraper Push Pull 6700 90 Gomaco GT-6300 4106 CAT 627E Scraper Push Pull 6701 Gomaco 30" Verticle Curb Mold w/12" Bla 4108 CAT 613C Scraper 6702 24" Rollover Curb Nfoid AIM 1T Q1 f•Ar1AM 11 ds„-!'a A,.- vim. \; A A7v" IVf0to viaA- C'7M V/VJ � 72"IT).1 L._.,.- C;a.,_...n. 1A.,tA /L i\VilV Ytd IJIYGttAlp ltiVlU 4303 84 CAT 140G Motor Grader 6704 48" Sidewalk Mold 4304 91 CAT 140G Motor Grader 6706 Allen Equip. 32' Concrete Timing & Cure] 4305 94 CAT 140G Motor Grader 7001 82 Barber Green Drum Mixer 4306 99 CAT 143H Motor Grader 7001A 82 Barber Green 3-Bin Cold Feed 4601 76 CAT D-3 Dozer 7001B 82 Barber Green Scalp Screen 4602 79 CAT D-6 Dozer 7001 C 82 Barber Green Slinger Conveyor 4603 78 CAT D-8 Dozer D8K 7001D 82 Barber Green Bucket Elevator 4604 93 CAT D-4 Dozer D4H 7001E 82 Barber Green 60 T Asphalt Storage Silo 4605 95 CAT D8N Dozer 7002 CEI Asphalt Storage Tank 5100 Gorman Rupp 2" Pump 7003 Eaton 60T Lime Silo w/Mixer 5101 Gorman Rupp 3" Pump 7004 96 Astec Portable 41000 CFM Pulsejet, Bagh 5102 76 Gorman Rupp 4" Pump MDL PBH-41 5103 77 Gorman Rupp 6" Pump - Sa 7005 93 Astec 7' Counterflow Asphalt Mixer 5106 91 Gorman Rupp 3" Pump 7006 93 Astec Twin 200 ton Silo w/New Generatio 5107 Galigher MDL 3 VRA/1000 Rul Auto Computer Truck Scale 5108 Gorman Rupp 6" Trash Pump 7007 93 Astec 4-Bin Cold Feed PC1012-4 5109 Gorman Rupp 6" Trash Pump 7008 93 Astec Deister Scalp Screen USX 1410 6000 97 Con-E-Co Concrete Batch 1 7009 93 Astec/Slinger Conveyor PSS410-60 6001 96 CEI IOHSSS 10,000 gal. no 7010 93 Astec Bag House BBH441515 6100 Roto Reclaimer Sand/Rock Ser 7011 93 Astec Control House 6101 Hobart GR3035 Welder 7012 93 Heatec 30,000 gal. Hot Storage Asphalt 1 6102 Hobart 353 Welder Rear with 10,000 gal. Diesel Storage Tank 6200 97 Kolberg MCL 1814 Wash P Front HE035P 6202 Dakota Conveyor 7102 88 Barber Green 225B Paver 6203 Dakota Conveyor 7103 92 Barber Green 225B Paver 6204 Dakota Conveyor 7104 Layton 8' Spreader Box 6205 Dakota 24CY Surge Bin 7105 92 Entyre Asphalt Curb Machine 6206 Dakota 30"x60" Lattice Frame 7106 Entyre Chip Spreader 6207 Dakota 30"x60" Conveyor 7108 Blaw Knox PF5510 Asphalt Paver 6208 Dakota Portable Belt Feeder 7109 01 CAT 1055B Paver 6601 80 Mack Concrete Truck/Boos 7201 80 Hyster 530A Roller 6602 81 Mack Concrete Truck/Boos 7202 81 Dynapac CC42A 6603 82 Mack Concrete Truck 7203 CAT 434 Tandem Roller 6604 97 Mack RD690S Mixer/Boost 7206 84 Hyster 330A Roller 6605 97 Mack RD690S Mixer/Boost 7207 01 CAT 434C Compactor 6606 96 Mack RD690S Mixer/Boost 7208 74 CAT 815A Compactor 6607 01 Mack Granite Mixer/Booste 7209 81 CAT 815B Compactor 6610 96 Oshkosh S-2146 Mixer Tru 7210 Hyster C530A Roller 6611 95 Oshkosh S-2146 Mixer Tru 7211 83 Hyster C350C Roller 6612 94 Oshkosh S-2146 Mixer Tru 7213 Case Plate Compactor 6614 94 Oshkosh Mixer Truck 7214 92 Hyster 530A Roller 6615 97 Oshkosh Mixer Truck 7215 CAT CP 563 Compactor 7216 Hyster C330B Roller 7/14ro3 Unit No. Vehicle 7218 .88 CAT 433B Compactor 7219 Hyster 330 Roller 722V CAT 634C '7111 nn 0 A r OC9MB I LL 1 VV �l > l L\IJIiVVY 7222 95 Ingersoll-Rand Padfoot Compactor SI 7223 CAT PS200B 7224 CAT CB 434C Roller 7502 89 Sweepster Broom Attachment 7503 88 Elgin Eagle Sweeper GMC 7504 77 Elgin Whirlwind R Vac Truck 7505 Sweepster Broom IT18B Attachment 7506 Broce Broom RJ-300 7507 88 Vanguard Sweeper V4000SP FMC 7508 97 Johnston Sweeper 2V4000 SP 7509 Waldon Broom w/7'6" Myer Snowplow 7510 Waldon Broom 7701 Murphy Cardinal Scale 7702 Murphy Cardinal Scale 303-60PR w/Print 7703 Chamber Belt Scale 7901 72 Timpte Trailer w/Elec. Switch Gear 7902 68 Fruehauf 38' Semi Trailer Switch Geg 7903 Brown Van Trailer 18' for 3208 Generatr 8001 70 Grove 30T Hydro Crane 8002 80 John Deere 8640 Farm Tractor 8003 Action Compaction Wheel 243LBWLO( 8005 93 Grizzly Fabric Laying Attachment 8006 93 Ingersoll Rand Air Compressor 8006A 93 Multi -quip Pavement Breaker 8008 Arrow HG1250 Hydraulic Hammer 8009 99 IR P185 WJO Air Compressor 8009A 99 1R Pavement Breaker 8010 Raygo Gator Soil Stabilizer 8011 John Deere 4400Tractor w/I oaderBuc 8012 CAT 65D Challenger Tractor 8014 02 John Deere 21OLE Grading Tractor 9003 83 Raygo Barcomill 100 9004 90 CAT PR450 Rotomill 75" Cut 9006 CAT PR75 Rotomill 9007 93 CAT PR450C Rotomill 84" Cut 9008 95 CMI PR800-7 Rotomill 102" Cut 9009 97 CMI PR800-7 Rotomill 102" Cut 9010 CMI PR275T Rotomill 99 Miscellaneous Equipment 7/14ro3 Items without a unit number: MBW Rammer 4HP Tamper Multi -quip Plate Asphalt Tamper 1 Laser 'Jane MOD 1,35 7.T: L..r A r`lA I I 1 A �lAV1A AL IVJL L Y%A 1 General Level Honda EB3500 Honda EB3500 Honda EB3500 Wacker Tamper MK Floor Saw 3406 TA Engine Electrical Switch Generator for Radial Stacker, 110V Converter Push Button & Elec. C. 1 Laserplane Model L600 Hotsy Power Washer Model 1410SS 15hp Air Compressor Pump (Grainger) 60# Air Breaker Model 160 Spectra -Precision Paver System/CAT 1055B Deep Well Pump (Grainger) 2 -CAT Pallet Fork Carriage Concrete Plant Pump (Powder Unloader) CAT Forks for 236 Skidster CAT H63 Breaker for 236 Skidster 2001 MSE 6000-Gal. Water Tank for Terex 301 CMI Fine Head Mandril fits CMI 800-7 53618` CMI Fine Head Mandril fits CMI 800-7 53622: Case Forks for 570XT 2 — 1' Screed Extensions for Blaw Knox 2001 Multiquip Plate Asphalt Tamper 2003 Multiquip Plate Asphalt Tamper 2 — Segmented Mud Drivers for CAT 65D 2' Mandril for CAT450B 60" 2.5M Mass Excavator Bucket fits CAT 235 86" Rear Door fits CMI 536185 CAT 235C & 330B Buckets 9W 8452 Tooth 8E 6359 Retainer 6Y 2527 Pin AE-9 Action Rock Box (9-cyard Bedding Box) SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract. ITEM Site Concrete Surveying Traffic Control Fly Ash Seeding SUBCONTRACTOR Advanced Concrete Construction New River Consulting Northern Colorado Traffic Control Son -Haul Wards Reclamation 7/96 Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: February 20, 2004 TO: Don Kehn Construction, Inc. PROJECT: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated February 10, 2004 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834. The Price of your Agreement is Five Hundred Ninety-five Thousand Thirt dollars and Fifty-four cents ($595,032.54). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by March 6, 2004. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. izz 9/12/01 City of Fort Collins OWNER James B. O'Neill II, CPPO, FNIGP Director of Purchasing and Risk Management Title Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 20th day of February in the year of 2004 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Don Kehn Construction, Inc.(hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the twelve foot (12') widening of Ziegler Road, south of Rock Creek, to minor arterial standards and the twenty foot (201) widening of Ziegler Road, north of Rock Creek, to full arterial standards, including a two inch (2") mill and overlay of the east half of the roadway. The improvements will include 3,944 lineal feet of vertical curb and gutter, 15,444 square yards of six inch (6") detached concrete sidewalk, the piping of the existing irrigation lateral used by the school district, the reconstruction and relocation of the existing concrete irrigation lateral north of Rock Creek and storm sewer improvements along Ziegler Road and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Nolte Consulting Engineers, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete by August 1, 2004 as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within 10 working days after August 1, 2004. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. 7/96 Section 00510 Page 2 They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand One Hundred Fifty Dollars ($1,150.00) for each working day or fraction thereof that expires after August 1, 2004 for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each working day or fraction thereof that expires after the ten (10) working day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds follows: ($595,032.54), Five Hundred Ninety-five Thousand Thirtv- two Dollars and Fifty-four cents, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General 7/96 Section 00510 Page 3 Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and 7/96 Section 00510 Page 4 in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets 7/96 Section 00510 Page 5 Don Kehn Construction, Inc. CONTRACTOR BY: (4"�" rnorated under the laws of the State of Colorado. ADDRESS: 6550 South County Road 5 Ft Collins, CO 80528 8. BID SCHEDULE (Base Bid) Please use the attached Bid Schedule when submitting your bid. 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: Q)l V February 10, 2004 Signature Date President Title License Number (If Applicable) (Seal - if Bid � y co Attest: Telephone (970) 226-4111 7/96 Section 00300 Page 2 numbered 1 through 16 inclusive with the following general title: Cover Sheet 1, General Notes 2, Plan & Profile 3-6, Signing & Striping Plans 7-8, Cross Sections 9-12, Irrigation Plan & Profile 13-14, Detail Sheets 15-16. The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE B. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 7/96 Section 00510 Page 6 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: By: JOHN F. FISCHBACH, CITY MANAGER BY: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney 7/96 Section 00510 Page 7 FEB-10-04 TUE 08(20 AM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P,02/07 BID #5834 Addendum #1 Bid SChedule Project; Ziegler Road Widening Project Date: 0210212004 Spwtem Description lisfi �� DuarKrtlr unh Unit Coe[ Rom Gott Number Zealer Road WIdenhri4 Gus . es' LF 8.00 2.088.00 202-01 Remove Pipe (RCP, CMP. ADS,HDPE) 2a1 1.20 6,770.40 202.02 Remove Asphalt Pavement (0' - 27 Depth) 5.642 SY 2.50 7,705.00 202-03 Remove Asphalt Pavement IF - 10- Depth) 3.092 SY 202.04 Saw Cut Existing Asphalt 513 LF 1.50 769.50 202.05 Remove Rip -Rap so SY 10.50 30.0 202-06 Remove Concrete Irrigation Ditch (3.75' wide x 1.75' deep) 1.450 LF 1_.35 1,971.00 202-07 Remove Concrete Weir, Flume, Supports and Pipe 1 LS 1 414 50.00 1 , 4 50,Da 202-08 Remove Fence (Barbed Wire) Three Strand 254 LF 1.40 355.60 202.09 Remove Type III Barricade at the Keohter Intersection 1 EA 10Q.00 100.00 202-10 Remove Storrs Sewer Manholes 2 EA 600.00 1 r20 2,200.00 2200.00 202-11 Abandon 3/47 Domestic water Tap (FCLWD Spec) 1 EA 202-12 Removal of debris and overgrowth 1 LS 2500.00 2,500.00 203-01 Unclassified Excavation 3,355 CY 2.00 6,710.00 203-02 Embankment -(CIP) 4,260 CY .85 3,621.OQ 203-03 Borrow Suitable Fill Material (CIP) 910 CY 5.9 4,550.00 203-04 Haul & Dispose $00 CY 3.50 j - 050. 00 203-05 Borrow ABC (Class 5 or 6) - (CIP) 176 TON 10.00 1 r 7 SO - 00 203-06 Muck Excavation - (CIP) 626 CY 5 _ 50 3.55 3 , 410. QQ 6 390. 00 203-07 Topsoil - (Stripping. Stockpiling, Placing) • 6' Depth 1,8D0 CY , 203-08 Topsoil -(Stripping. Haul OR -Site) 594 CY 4.65 2,762.10 203-09 Median Hardsoape Shaping - (CIP) 960 SF 1.20 1:140. 00 203-10 Flow Fill Shallow Utilities 250 LF 27. 0Q 6. 7:-Q •�QQ 203-11 Detour Road (110' x 26) 1 LS 3350.00 - 3,350.00 203-12 Potholing 1 LS 900.00 900r 00 208-01 Erosion Control 1 LS 1500.00 _ 1, 500.00 21"1 Adjust Manhole Ring/Cover 9 EA 2 50 - 00 _ 2 r 550 - 00 2.10-02 Plug Existing 21' Opening 1 EA 200.00 200.00 210-03 Adjust Valve Box (FCLWD) 8 EA 165.00 1 y 920.00 210.04 Relocate Mailboxes (Provide Temporary Service) 6 EA 7 5 - 00_ 1, 90 - OQ 304-01 Aggregate Base Course • (Gass 5 or 6) • 6' Depth - (CIP) 3,105 TON 10.70 33,223.50 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) 171 TON 12.60 2,154.60 3C6-01 Reconditioning (87) 6.072 SY - 80 307--01 Flyash Subgrade Stabilization - (12%) 9.239 SY 4.45 41,113. 55 403-01 Hot Bituminous Pavement - Grading S (3' Depth) - (PG 64.28) 1.689 TON _ 35.65 _f2Q�212_85_ 403-02 Hot Bituminous Pavement • Grading S (2' Depth) - (PG 64.28) 754 TON - 36 - 31 _2z1377 - 74 403-03 Hot Bituminous Pavement - Grading SG (4• Depth) • (PG 6L22) 2.252 TON 29. 30 __Saj83. 6 403-04 Asphalt Paver Patching - Grading S (3' Depth) - (PG 64.28) 50 TON 85. 00. _ / 32 UQ M 403.05 Asphalt Paver Patching - Grading SG (4- Depth) - (PG 64.22) 99 TON 67 - 00_ 6 - 6- (�33.00 403-06 Asphalt Patching - Grading SG (4- Depth) - (PG 64.22) 10 TON _ j_ n - nn I�-/�,Q-Q_9Q 403.,07 Asphalt Patching - Grading S (3' Depth) - (PG 64.28) 33 TON 110. QO 3,630.00 506-01 10' x 6' x T Type D-50 Rip -Rep. 6' Topsoil (CIP Per Detail) 1 LS 450.00 450.00 603.01 24' RCP Class III 176 LF 38 - 00 6,6 QQ 603-02 24' RCP Class Ill FES with Grate 1 EA 675.00 675.00 603-04 14' x 23' HERCP 68 LF _ 119.00 7 r 820 - 00 603-05 Concrete Joint Encasements 4 EA 125.00 0�. 00 603-06 30' PIP Irrigation Pipe 1.346 LF 43. ,60 �"9.6f?5. -Q 6D3-07 Tie Into Existing 42- Storm Sewer Line (for 1dx23 HERCP) 1 EA 800.00 _800 00, 603-08 4'PVC Schedule 200 Irrigation Sleeving 300 LF 10.50 3. 150, 00 603-09 Modify Siphon Structure 1 Ls 3950.00 3,950.00 ___ FEB-10-04 TUE 08:20 AM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 03/07 Project: Ziegler Road Widening Project Date: 02JOV2004 Speentem OmeiDrlon Estimates Unit UmY Cost Item Cost Humbor Quantity 3 EA 1550.00 4,650.00 603.11 Air release valve 27f riser&tee 1 EA 2550.00 2,550.00 604-01 S'TypsRinlet 1 EA 3808.00 3 , 808. 00 604-02 15' Type R Inlet 1 EA 2600.00 _ 2,600.00 804-03 6' Manhole 1 EA 00.00 800.00 604-04 Tie Into Irrigation Structure 607.01 Orange Safety Fence 1.400 LF _j - 60 2.240.00 60tt-01 concrete Sidewalk (6•) 15,444 SF 2.45 37,837.8 60a02 Concrete Access Ramps with colored landings (8-) 1,000 SF 5. 00 5,,000.00 G06-03 concrete Crosspan with Aprons (91rz-) Boo SF 5.50 4,400.0 G08-04 Hi -Early Concrete (24 Hour) 150 CY 1 0. 00 1. 50 .00 608.05 Fiowable Fill Concrete 342 CY 40 - 00 13 - 680. 00 608-06 Exposed Aggregate Median Har'dseaping (4-) 950 SF 5 _ 115 5 , 0 608.07 Pedestrian Refuge Island too SF '1 S 49 5.00 609-01 Vertical Curb & Gutter (30") 3.944 LF 8.6 34.115. 60 609-02 Outfall Curb & Gutter (1 B') 286 LF S. 00 2 . 288. 00 609-03 Thermal Blankets for Concrete Irrigation Ditch Placement 1.000 LF ,35 3 50, 0 609.OS Driveway Curb Cuts (25' width) 2 EA 1350.0 2. 700. 00 609-M R & R Vertical Curb and Gutter So LF 19.50 _ L75.00 609-07 R & R Concrete Sidewalk 100 SF 3. 50 350.0 Aden, Ine. Quantities: 603.03 19" x 30" HERCP 609-Q4 Concrete irrigation Ditch (Per Detail) Landscao no Quantities,: 2900-01 Native Seeding Miscellaneous Quantities: - Contract Bond 625-01 Construction Surveying 626-01 Mobilization 630-01 Two (2) Message Boards 630-02. Flagging 630.03 'Traffic. Control Subtotal Ziegler Road Quantities: 5 534,682.54 40 LF $ 25.00 �.000 1,400 LF S _ 1540 21.000 Subtotal Aden Inc. Quantities: 5 =000.00 5 Acre 630.00 3.150.00 Subtotal Landscaping Quantities: $ 3 - 150. 00 1.00 LS 6100.00 6,100.00 1.00 LS 6600.00 - 6, 600.00 1.00 LS _ 5500'Q0 5,500.00 7.00 DAY 35n - no 2,450.00 300.00 HR 99 - 0 69600.00 1.00 LS ] , Q M-L0 Subtotal Mise.Ouantit as: 3 35, 200. 00 TOTAL PROJECT a s 595,032.54 Five Hundred P7inetjjive Thousand Thirty Two Dollars __R, frFrntr Cents MEW Signature Date SECTION 00400 SUPPLEMENTS TO BID FORMS 00410Bid Bond 00420Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: Don Kehn Construction Inc. 2. Permanent main office address: 6550 So. County Rd. 5 Ft Collins CO 80528 3. When organized: 1965 4. If a corporation, where incorporated: State of Colorado 5. How many years have you been engaged in the contracting business under your present firm or trade name? 39 Years 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) Fox Run - Greeley T287,356 00 4/30/04 John on'S Corner IQyelapd 249,832.00 Eckerd Drug Store - Ft Collins 186.081.00 6130/04 7. General character of Work performed by your company: Earthwork Asphalt Paving 0tilities Kotomilling Concrete Curb & Gutter. 8. Have you ever failed to complete any Work awarded to you? NO If so, where and why? 9. Have your ever defaulted on a contract? NO If so, where and why? 10. Are you debarred by any government agency? NO If yes list agency name. 7/96 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. F.C. industrial nark 4i614,224.00 Urdg, Paving, milling, Concrete U & G 11A rairgrounds Ave. 1,487,u20.00 Urdg,Paving, Util., Milling Conc. C&G 8A Kodak - Windsor 461,071.0 Grading, Paving & Milling 11A 12. List your major equipment available for this contract. See Attached List 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: Don Kehn, President Highway & Heavy Construction 39 Years. Dan Kehn, Vice-Pres. Highway & Heavy Construciton 25 Years 15. Credit available: $ 16. Bank reference: Bank One. Colorado Rita Glaser, Ufficer 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? Yes If yes, in what city, county and state? rt Collins, Larimer Co .& What class, license and numbers? Earthwork, raving, T1 ;1; ; s & Concrete, Colo. 19. Do you anticipate subcontracting Work under this Contract? Yes If yes, what percent of total contract? 23% and to whom? Advanced Concrete Const. New River Consulting, No. Colo. Traffic Contri Son -Haul & Wards Reclamation 20. Are any lawsuits pending against you or your firm at this time? NO If yes, DETAIL 7/96 Section 00420 Page 2 21. What are the limits of your public liability? DETAIL, 1 UQO OOU Each Uccurance 2,000,000 Aggregate What company? Travelers Indemnity Company 22. What are your company's bonding limitations? As Requited. 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at rbrt Collins this 10ht day of February , 20 04. Inc. Name o By: Title: Vice -President State of Colorado County of Larimer Dan Kehn being duly sworn deposes and says that he is Vice -President of Don Kehn Construction, Inc. and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this loth day of Fahrnary r 2 00_4. �a4—a otary Public P. 0. Box 1125 Wellington, CO 80549 My commission expires November 27. 2007 7/96 Section 00420 Page 3 7/14/03 7n4ro3 Unit Unit No. Vehicle No. Vehicle 1001 .83 Fruehauf Utility Van Trallej 1518 03 Mack Tandem Dump 1002 80 Great Dane Dry Van Trailer 1601 80 IHC 2-1/2T Service Truck 1102 91 Ranco Belly Dump Trailer 1603 73 GMC 1T W Welder i iv3 91 1A i iCV B\.11y "Uip AAMlw If-%(15 79 Fnrd FlathM T _7(M 1104 91 Ranco Belly Dump Trailer 1606 89 Ford Superduty F450 1201 74 Hobbs Dump Trailer 1607 90 Ford Superduty F450 1202 98 Heil Pneumatic Trailer 1608 91 Mack Fuel Truck, Maintainer Service 1 1205 85 Fruehauf Dump Trailer Alm 1609 89 Ford F-350 Flatbed 1206 85 Fruehauf End Dump Trailer 1610 94 GMC Service Truck 1207 98 Ranco Rock Trailer 1611 96 GMC Topkick Truck 1301 82 Trail King Loboy Trailer 1612 93 Freightliner Service Truck 1302 76 CM Load King Loboy Trails 1614 97 GMC Topkick MDLC-6500 1303 82 Trail King Jeep 1615 99 Ford Service Truck F450 1304 82 Trail King Loboy Trailer 1704 74 Peterbilt Water Truck 1305 82 Trail King Booster 1705 73 Mack Water Truck 6x6 1306 85 Eager Beaver Folder 20T Tri 1706 74 Mack Water Truck - 1307 84 Flat Iron Homemade Trailer 1707 66 Mack Water Truck 1310 92 CMI 603DD 60T Load King 1708 80 Ford Water Truck 1311 92 CM Load King Booster 1709 91 GMC Water Trk Top Kick Klein Tank 1313 97 Landoll Trailer 1710 94 GMC Water Trk TC7H064 Topkick Ev 1314 00 Landoll LT1016 Trailer 1810 82 Chevrolet 1/2T P/U 4x4 1315 02 Trail King Trailer 1811 84 Chevrolet 1/2T P/U 4x4 1401 79 IHC Tractor 1814 85 Dodge D350 IT P/U 1403 74 Peterbilt Tractor 1816 84 Ford '/4 T P/U 1406 77 Mack Tractor 1817 87 Ford F150 1/2T P/U 1407 90 Mack Tractor 1818 88 Chevrolet 1/2T P/U 4x4 1408 85 Mack Tractor 1820 89 Ford 1/2T P/U 4x4 (Chey) 1409 85 Mack Tractor 1821 89 Ford Ranger S. P/U 1410 85 Mack Tractor 1822 90 Ford F250 P/U 1411 92 Kenworth Tractor 1823 91 Ford F150 P/U 4x4 1412 94 Kenworth Tractor 1824 91 Ford F250 P/U 1501 92 Mack Tandem Dump 1825 89 Ford F250 P/U 1502 92 Mack Tandem Dump 1826 92 GMC P/U 1503 81 Mack Tandem Dump 1827 92 Ford F150 P/U 4x4 1504 81 Mack Tandem Dump 1828 93 Ford F150 P/U 4x4 1/2T 1505 73 Mack Tandem Dump 1829 91 Ford Ranger P/U 1506 77 Mack Tandem Dump 1830 96 Ford F350 P/U 4x4 1507 79 Mack Tandem Dump 1831 97 Ford F150 P/U 4x4 1508 79 Mack Tandem Dump 1832 97 Ford F150 P/U 4x4 (Chey) 1509 79 Mack Tandem Dump 1834 99 Ford F250 P/U 4x4 1510 77 Mack Tandem Dump 1835 99 Ford F250 3/4T P/U 1511 93 Mack Tandem Dump 1836 99 Ford F150 P/U 1512 93 Mack Tandem Dump 1837 99 Ford F250 P/U 1514 93 Mack Tandem Dump 1838 02 GMC 2500 P/U 1515 96 Mack Tandem Dump 1839 02 Ford F250 P/U 1516 00 Mack Tandem Dump 1901 83 Mack Distributor Truck 1517 03 Mack Tandem Dump 1903 81 Ford C8000 Distributor Truck