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Home My WebLink AboutRESPONSE - BID - 5893 DRAKE ZIEGLER IMPROVEMENTSECTION 00300 BID FORM PROJECT: DRAKE/ZIEGLER IMPROVEMENT PROJECT; Bid No. 5893 Place Ft_ Collins Date February 10, 2005 1. In compliance with your Invitation to Bid dated necemher 28. 2004 and subject to all condit' ns thereof, the undersigned Don Kehn Construction, Inc. a ** Corporatio 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 Five Percent ($ 5% ) 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. P.O. Box 370010 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. 1 through 2 7/96 Section 00300 Page 1 1/21/04 Unit No. Vehicle 1837 99 Ford F250 P/U 1838 02 G M C 2500 P/U 1839 02 Ford.F250 P/U- o�_ -?/{1840 04 Ford F150 P/U- �� 1901 83 Mack Distributor Truck ? 903 81 Ford C8000 Distributor Tr 1904 00 Freightliner Distributor Ti 2001 94 Eagle Vision 2002 94 Mercury Topaz 2100 Nordberg &4DL?Lp 400Sx Port. 2101 Nordberg Carrier, Dakota 2102 Kolberg N4DL124-60 Conveyo: 2103 Universal Crusher Portable Jai 2104 96 Dakota Conveyor �i;/RadiaA 2105 Dakota Conveyor w/o Radial T 2106 02 Dakota Feeder 2107 92 Dakota 36"xl00' Stacking( 2108 Charmel Frame -Phillips 30x30" 2108A Homemade Conveyor 2109 Kolberg MDL 271B Screen Pla, 2110 Kolberg MDL 22 24"x50' Cony 2111 Kolberg *IDL 30"x50' Convey 2112 Kolberg 2-2440 Conveyor 2113 Fabtech Simplicit; Screening P 2114 Kolberg Screening Plant MDL 2115 Kolberg Radial Stacking Conv. 2116 Kolberg Hydraulic Conveyor 2• 2117 Simplicity LP140 6v20-3 Deck Fabmaster Tandem Axle Under Screen. Conveyor 2118 Simplicity LP140 6x20-3 Deck Ranco Tandem A- le C- Under Screen Conveyor 2119 Simplicity LP140 6x20-3 Deck Dakota Carrier #1284 w Linder Screen. Conveyor 2120 Thunderbird 5x16 516D1161 2121 Spol,.ane - Pioneer MD112500 ' Impact Crusher w/36" & CAT 3406TA Engine 2122 30"x60' Field Conveyor 2123 24"x50' Field Conveyor 2I24 JCI 6'x20' Three Deck Screen 2125 Custom-built 36"04' Field Co 2126 95 IMCE 30"x50' Stackable Fi 2127 Nordberg HP300 2128 JCI 7'x20' 3-Deck Screening P 1/21/04 Unit No. Vehicle 2129 30"x60' 1MCE Field Conveyor 2130 30"-?5' IN4CE Field Conveyor 2131 Extec Portable Jaw Crusher 22 zoo—:':v�...,,,.sr—.,—�.�....,..... T__ __-_ rm-nn n , 2201 CAT 3208 Kato Generator 2202 CAT 3208 Generator - Wash Plat 2203 CAT 3412 Generator 455KW 2204 CAT 3408 C-ae— or 340KW 2205 CAT 3406 Generator 320KW 2206 CAT 3304 Dita Generator 2207 CAT 3412 Generator 455KW 2208 Multi -quip Generator Mitsubishi �2 2OMUltl-quip Generator Komatsu St 2210 94 CAT 3412 Generator 545Klh/ 2211 CAT 3412 Generator 455KW 2212 Multiquip Generator DCA125S, 6 cylinder 150 by 3101 93 CAT 325L Excavator 3102 CAT 345B Excavator 3103 89 CAT 235C Excavator 3104 86 CAT 225 Excavator 3105 98 CAT 330B Excavator 3200 CAT 416C LoaderBackhoe 3201 CAT 416D Leade. Backboe 4x4 3202 CAT 416B LoaderBackhoe 4x4 •' , 3302 CL Beam Aligner System -" 3303 Topton Pipe Laser 3PG-L 3401 96 Terex 3066 Articulated Haul Ti 3402 96 Terex 3066 Articulated Haul Tj 3403 98 Terex 3066 Ariculated Haul Ti 3404 98 Terex 3066 Articulated Haul Ti 3404A 6000 Gal. 2001 *4SE Water Tank 3405 CAT 730 Articulated Haul Truck 3406 CdT 730 AIt.CGlated Haul Tack 3501 73 CAT 950 Wheel Loader 3502 80 CA r 950 Wheel Loader 3503 79 CAT 966C Wheel Loader 3504 76 CAT 980E Wheel Loader 3505 00 CAT 966G Loader 3500 Series 3506 Case 1835R Uniloader 3507 Case Skid 1835B Uniloader 35O_8 95 Case 1845C Loader 3509 87 Case 480 ELL Loader 3511 87 Case 480E 4x4 3512 90 Case 480F 4x4 3513 CAT IT18B Leader 3514 83 CAT 966D Loader 1mro4 1r21/04 Unit Unit No. Vehicle No. Vehicle 3515 94 CAT 966F Loader 6205 Dakota 24CY Surge Bin 3516 94 C A T 966F Loader 6206 Dakota 30"x60" Lattice Frame F, 3517 CAT TT28G Loader 6207 Dakota 30"x60" Conveyor 3518 C A T 980G Loader 6208 Dakota Portable Belt Feeder 3519 97 Case 570 LXT Loader/Trac 6601 80 Mack Concrete TruckBoostf 3520 00 CAT 972G Loader 6602 81 Mack Concrete Truck✓Booste 3521 00 CAT 236 Skidsteer 6603 82 Mack Concrete Truck 3522 02 CAT TT28G Loader 6604 97 Mack R.D690S MixerBooster 3523 3524 03 236 Skidsteer - n3 CAT 236 Skidsteer - 6605 6606 97 Mack RD690S Mixer/Booster 96 Mack R.D690S MixerBooster 3610 70 CAT 955 Loader 6607 01 Mack Granite Mixer/Booster 4101 CAT 623B Scraper 6610 96 Oshkosh 5-2146 Mixer Truck G " 4102 CAT623B Scraper S-2446 "�� z* =rPr-Truck 4103 86 CAT 627E Scraper, Rear PI. 6612 94 Oshkosh 5-2146 Mixer Truck 4104 80 CAT 627B Scraper Push Pu 6614 94 Oshkosh Mixer Truck 41 n5 PAT 627E Scraper Push Pull 6615 97 Oshkosh Mixer Truck 4106 CAT 627E Scraper Push Pull 6700 90 Gomaco GT-6300 4108 CAT 613C. Scraper 6701 Gomaco 30" Verticle Curb Mold 4302 82 CAT 140G Motor Grader 6702 24" Rollover Curb Mold 4303 84 CAT 140G Motor Grader 6703 72" Rollover Sidewalk Mold 4304 91 CAT 140G Motor Grader 6704 48" Sidewalk Mold 4305 94 CAT 140C Motor Grader 6706 Allen Equip. 32' Concrete Ti—in ---4306- 99 CAT 143H Motor Grader 7001 82 Barber Green Drum Mixer 4zn7 03 CAT 14H 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 Doze: 7nnlr 82 Barber Green Slinger Conveye 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 Aspha'f St( 4605 95 CAT D8N Dozer 7002 CEI Asphalt Storage Tank 5100 Gorman Rupp 2" pump 7003 Eaton 60T Line Silo 5101 Gorman Rupp 3" Pump 7004 96 Astec Portable 41000 CFM Pul 5102 76 Gorman Rupp 4" Pump Nmr 1, P131-1-41 5103 77 Gorman Rupp 6" Pump - Sa 7005 93 Astee 7' Counterflow Asphalt; 5106 91 Gorman Rupp 3' Pump 7006 93 Astec TIi:n 200 ton Silo vv/Nev 5107 Galigher MDL 3 VRA/1000 Rut Auto Computer Truck Scale 5108 Gorman. Rupp 6" Trash Pump 7007 93 Astec 4-Bin Cold Feed PC1012 5109 Gorman Rupp 6" Trash Pump 7008 93 Astec Deister Scalp Screen US SI10 02 Mega 10,000 gal Self -erect 1 7009 93 Astec/Slinger Co.-veyer PSS41 6000 97 Con-E-Co Concrete Batch P 7010 93 Astec Bag House BBH441515 6001 96 CEI IOHSSS 10,000 gal. Ho 7011 93 Astec Control House 6100 Roto Reclaimer Sand/Rock Sep 7012 93 Heatec 30,000 gal. Hot Storage 6101 I?obart GR3035 Welder Rear vrith I(,),(-)00 gal. Diesel Stora; 6IO2 Hobart 353 Welder Front HE035P 6200 97 uclberg h1CL 1814 Wash PI 7013 03 Astec Lime Silo 6202 Dakota Conveyor 7014 03 Astec Pugmill Lime Mixer 6203 Dakota Conveyor 7015 03 CEI 10,000 gal. Hot Storage 6204 Dakota Conveyor 7102 88 Barber Green 225B Paver • 1/21/04 Unit No. Vehicle 7103 92 Barber Green 225B Paver 7104 1.aytor. 8' Spreader Be-- 7105 92 Entyre Asphalt Curb Machin) 7106 Ertyre Chip Spreader 7108 Blaw Knox PF5510 Asphalt Pavl 7109 01 CAT 105513 Paver 7201 80 Hyster 530A Roller 7202 81 Dynapae CC42A 7203 CAT 434 Tandem Roller 7206 84 Hyster 3304: Roller 7207 01 CAT 434C Compactor 8 74 CAT 815s Compactor 7209 81 CAT 815B Compactor 7210 Hyster C530A Roller 7110 CAT BG-650 Window Elevator 7211 83 Hyster C350C Roller 7213 Case Plate Compactor 7214 92 Hyster 5304, Roller 7215 CAT CP 563 Compactor 7216 Hyster C330B Roller 7218 88 CAT 433B Compactor 7219 H—ter 330 Roller .7� 7220 CAT634C 7221 00 CAT RS200B 7222 95 Ingersoll-Rand Padfoot Coml _. 3 PS200B -7224- SCAT "CAT-CB434iRoller 7502 89 Sweepster Broom Attachmen 7503 88 Elgin Eagle Sweeper GMC 7504 77 Elgin Whirl:i:rd II Vac True 7505 Sweepster Broom IT18B Attach 7506 Broce Broom P.J_3100 7507 88 Vanguard Sweeper V4000SP 7508 97 Johnston Sweeper 2V4000 SI 7509 Waldon Broom w/7'6" Myer Sm 7510 Waldon Broom 7701 Murphy Cardinal Scale 7702 I ,larphy Cardinal Scale 303-60P1 7703 Chamber Belt Scale 7901 T) Timpte Trailer iv/Elec. Sn:tc 7902 68 Fruehauf 38' Semi Trailer SN 7903 Brov.-i Van Trailer 18' for 3208 8001 70 Grove 30T Hydro Crane 8002 80 Joni Deere 8640 Farm Tract 8003 Action Compaction Wheel 243I 8004 01 CAT HO Skidsteer Mount F 8005 93 Grizzly Fabric Laying Attacl 1rz1ro4 Unit No. Vehicle 8006 93 Ingersoll Rand Air Compres 8006A 93 Multi -quip Pavement Break 8008 Arrow HG1250 Hydraulic Hami 8009 99 IR P185 WJO Air Compress 8009A 99 1R Pavement Breaker 8010 Raygo Gator Soil Stabilizer 8011 John Deere 4400Tractor w/Loa 8012 CAT 65D Challenger Tractor 8014 02 John Deere 21OLE Grading' 9003 83 Raygo Barcomill 100 9004 90 CAT PR450 Rotomill 75" Ct 9006 CAT PR75 Rotomill 9007 93 CAT PR450C Rotomill 84" 9008 95 CMI PR800-7 Rotomill 102" 9009 97 CMI PR800-7 Rotomill 102" 9010 CMI PR275T Rotomill 99 Miscellaneous Equipment SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR Dumar Contractors Neatline Structures 7/96 Section 00430 Page 1 SECTION 00410 BID BOND KNOW .,_;i�ALL MEN BY THESE PRESENTS: that. we, the undersigned Conctsec*+ ;;Ts as ' Principe ,""and smplo�ers mutual casualty Cxq)any as Surety, are hereby held and firmly bound unto thg City of Fort Co.Q n'z Colorado, as OWNER'; in the sum' of 5 F{v,p t ,• of the * for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns.. THE CONDITION of this obligation is such that wh4,reas tt.ta Principal has submitted to the CitX of Sort Collins Colorado the accompany.4jig Bid and hereby made a part hereof to enter into a Construction Agreement for thei con:ttruction of Fort Collins Project, DRAKE/ZIEGLER IMPROVEMENT PROJECT; Bid N+). 5053. NOW THEREFORE, (a) If said Bi& shall-1�a rejected, or _. (b) If'•said Bid shall be accepted and the Principal shall exaer_,at.a and deliver a Contract in the form of Contract attached hereto .(propee.-ly :arapleted in accordance with said Bid) and shall furnish a BOND fay: .,is faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, &:ad shall in all other respects perform the Agreement created by the acceptani�e of said Bid, then this obligation shall be void; otherwise the same ahall remain in force and effect, it being expressly understood and ar,resd that the liability of the Surety for any and all claims hexeund::r nhal'l, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for .value 'received, hereby stipulates and agrees thatt. the obligations of said Surety and its BOND shall be in :no way impawred or asrfsecta:d by any extension, of the time within which the. OWNER may accept auch Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to --rar,satt husinetss in -the State of Colorado and be accepted by the OWNER. *Total Anowt Bid ----------- (-------- 5V-------- ) , 7/96 Section 00410 Pa:lo 'l r IN WITNESS WHEREOF, the Principal and the Surety have hereunt:r> set their hands and seals this loth day of February , 20os , and each .of _hem as are corporations have cauaed their corporate seals to be hereto 8,Vixed and these presents to be signed by their proper officers, the day and ;;sax• -i;%:t set forth above. PRINCIPAL Name,' n,,,, KdM .Construction Inc Address : _ 6350 $oath County Road 5 28. ay. �lA lam_ Title: ATTEST: ap: SURETY Employers Mutual Casualty Company P.O. Boa 370010 r, 00 80237 By. - - - Florietta Acos 'Title: Attorney -In -Fact (SEAL) (SEAL) 1�-y' R N HRH of Colorado 191 P.O. Box 469025 � 1 , ® Denver, CO 0246 9025 m 303-722-7776 h i l b r o g a l 6 h o b b s- ® 303-722-8862 7/96 sect -ion, 00410 Za.gcr 3 No Text 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 South County Road 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? 40 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) Larimer County Road 7 $386,679.00 2/28/05 7. General character of Work performed by your company: Earthwork, Asphalt Paving, Utilities, Rotomilling and 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? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 7/96 Section 00420 Page 1 City of Fort Collins Administrative Services Purchasing Division CITY OF FORT COLLINS ADDENDUM No. 2 BID #5893 DRAKE/ZIEGLER IMPROVEMENT PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5834 Ziegler Road Widening Project To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. 1. In the Technical Specifications SECTION 609 CURB AND GUTTER the following information was omitted but should be included and shall read as follows: Under section 609.01 the following should be included: Concrete Bike Lane/Curb and Gutter— This work shall consist of the forming, poring and saw cutting of joints for a monolithic concrete combination Bike Lane/Curb and Gutter from stations 25+23.66 to 28+43.85 as shown on page 16 of the Drake/Ziegler Improvement plans. All of the materials, labor and equipment necessary to complete this work shall not be paid for separately under any other item in these plans and shall be considered incidental to the work. This item shall be paid for by the lineal foot — (LF). Also, under section 609.07 the following shall be added 609-07 Concrete Bike Lane/Curb and Gutter — (LF) II. Included in this addendum is the pedestrian access ramps with truncated domes detail drawing. 111. This Addendum also includes a Corrected Bid sheet with the added bid item from this Addendum. If you have any questions please contact John Stephen, CPPO, CPPB, Senior Buyer, at 970- 221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Page -1- 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 I A ct�a t^Vail-: l 110 f;aTP. p Ura Ut1 17Ur^U0 2.0 P•Islf, n'Palals Lbnon0 UUop.. j_ r--` -`- _ uulie: fay' Apron A 11. Case l--Directional lumps — Varies — j:20 Slope Gutter . Or .� Apron —Varies -- 1:12 MAX Slope L_ Case 2-Non-Directional Ramps Use 3-Mid-Block Ramps Nuts: lidtnp T'anal YliUlh 1. ThIlIC fled done "Ming part;d: Install parels olmma'aRh to controls 4 5 V+2.9 poor for the rang. The panel naterial 5.0 gull he TAP Ir• rest Yhoning Ptnwr s.a 2' n 2' r 21 rr an etpilmlml rpdmlal loaf must 7.0 2.5 +2-t-2.2 be gist approved by The cllr manes t lY 21+21+2 4 form to Installation, The poreel color Nob: shall he red, no other color is approved, lrupcaled dome panels are SpsciNaauoas for ele mallet nrA arasable In 2k2 seems and Installation lnstraMeswre be 2s2.5' Wangles, Gmthlpn "It Pe iels embedded in she snnctdlOraplpS rxoddaJ upore rsavest 2.This deaedngstwwswdtalcore. for if widths To fit ens ramp. n§mclslevy heVIA 16IWI4.m �+= Section A -A )Center line of lrsrttp) rrrImDim Cob ttowetnhltdebodon heilattan shall Im plated fn The sal a Thar a2st.Ysize. C07901rpaet121 NTS postgame back been to Face of gpC -adet U1 oq6 F C fact cl ttab y Curb or L• {raN IM TRUNCATED DOME WARNING PVR ACCESS RAAfAS If APPROVED:-,�'_ s., Drawing 14o, I REM5ED.- r RevtsED: — Interim I.607(ci) Don Kehn Construction, Inc. CONTRACTOR BY: (D�Ls., Vice -President ADDRESS: • • / 80528 8. BID SCHEDULE (Base Bid) ITEM CONTRACT Unit Item NUMBER DESCRIPTION QUANTITY UNIT Cost Cost Drake/Ziegler Improvements Quantities 202-01 Rerf� ve Pipe (RCP,CMP, ADS,HDPE) 320 LF 202-02 ReCurb and Gutter 1,350 LF 202-03 Remove A halt Pavement (8" Depth) 10,500 S 202-04 Profile Mill (0 " Depth) 6,700 Y 202-05 Remove Sidewa 6" 1,75 SF 202-06 Remove Fence (Va " us Type) , 50 LF 202-07 Median Fill Removal 2,000 SF 202-08 Remove Median Splashbloc 1,125 SF 202-09 Remove Tree 1 LS 203-01 Unclassified Excavation 2,700 CY 203-02 Embankment - (CIP) 17,500 CY 203-03 Irrigation ditch grading 100 LF 203-04 Borrow ABC (Class 5 o - (CIP) 200 TON 203-05 Muck Excavation - P) 200 CY 203-06 Topsoil - (Strip ' g, Stockpiling, Placing) - 6" Depth 2,800 CY 203-07 Temporar ccess Road 1 LS 203-08 Media ardscape Shaping - (CIP) 1, 0 SF 203-09 M an Fill - (CIP) 680 CY 203-10 wale Grading/Shaping and Blue Topping 2,700 LF 203-1 Potholing 1 L 2( -13 Regrade Existing Cargill Parking lot 1 LS 7/96 Section 00300 Page 2 Bid #5893 Addendum 2 Bid Schedule Project: Drake/Ziegler Improvements ITEM CONTRACT NUMBER DESCRIPTION QUANTITY UNIT Unit Cost Item Cost lDrakeiziegier Improvements Quantities 202-01 Remove Pipe (RCP,CMP, ADS,HDPE) 320 LF 202-02 Remove Curb and Gutter 1,350 LF 202-03 Remove Asphalt Pavement (8" Depth) 10,500 SY 202-04 Profile Mill (0"-3" Depth) 6,700 SY 202-05 Remove Sidewalk 6" 1,750 SF 202-06 Remove Fence (Various Type) 2,950 LF 202-07 Median Fill Removal 2,000 SF 202-08 Remove Median Splashblock 1,125 SF 202-09 Remove Tree 1 LS 203-01 Unclassified Excavation 2,700 CY 203-02 Embankment -(CIP) 17,500 CY 203-03 Irrigation ditch grading 100 LF 203-04 Borrow ABC (Class 5 or 6) - (CIP) 200 TON 203-05 Muck Excavation -(CIP) 200 CY 203-06 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 2,800 CY 203-07 Temporary Access Road 1 LS 203-08 Median Hardscape Shaping - (CIP) 1,600 SF 203-09 Median Fill - (CIP) 680 CY 203-10 Swale Grading/Shaping and Blue Topping 2,700 LF 203-11 Potholing 1 LS 203-13 Regrade Existing Cargill Parking lot 1 LS 206-01 Structure Excavation 350 CY 206-02 Structure Backfill Flowfill 125 CY 206-03 Filter Material 1 1/2 Washed Rock 100 TON 206-04 Dewatering 1 LS 208-01 Erosion Control 1 LS 208-02 Silt Fence 7,500 LF 208-03 Staw Bales Furnished and installed 21 EA 210-01 Adjust Manhole Ring/Cover 16 EA 210-02 Modify Manhole 7 EA 210-03 Adjust Valve Box 8 EA 210-04 Relocate FireHydrant 2 EA 210-05 Adjust Meter Vault 1 EA 210-06 Relocate C.P. test Stations 6 EA 210-07 Relocate Gate and Posts 2 EA 210-08 Relocate Air Vent Pipe 2 EA 210-09 Relocate Mail Box 1 EA 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) 9,500 TON 306-01 Reconditioning (8") 6,500 SY 307-01 Flyash Subgrade Stabilization - (12%) 29,700 SY 403-01 Hot Bituminous Pavement - Grading S (2.5" Depth) -(PG 64-28) 4,200 TON 403-02 Hot Bituminous Pavement - Grading SG (4" Depth}(PG 64-22) 6,000 TON 403-03 HBP Paver Patch - Grading S (3" Depth) - (PG 64-28) 40 TON 403-04 HBP Paver Patch- Grading SG (3" Depth) - (PG 64-22) 40 TON 403-05 HBP Hand Patch - Grading S (3" Depth) - (PG 64-28) 40 TON 403-06 HBP Hand Patch - Grading SG (3" Depth) - (PG 64-22) 40 TON 506-01 14'x34'x2' Type M Rip -Rap (CIP as per detail) 1 LS 601-01 8'x4' Cast In Place RCBC 1 EA 603-01 18" RCP Class 111 124 LF 603-02 24" RCP Class III 35 LF 603-03 30" RCP Class III 12 LF 603-04 8" PVC Pipe (SDR-35) 130 LF 603-05 4" PVC Irrigation pipe 350 LF 603-06 Concrete Encasement 40 LF 604-01 5' Type R Inlet 1 EA 604-02 10' Type R Inlet 2 EA 604-03 Concrete Curb Inlets 3 EA 604-04 6' Diameter Manhole 2 EA 604-05 Combination Type 16 Inlet 2 EA 604-06 Triple Combination Type 16 Inlet 1 EA 604-07 Concrete Box Tie -In to North Trib at Rigdeon Parkway 1 EA 604-08 1' Area Inlet 1 EA 604-09 Beehive Grate and Frame with "Silt Sack" 1 EA 604-10 4' Area Inlet 1 EA 607-02 4 strand smooth wire 1,075 LF 608-01 Concrete Sidewalk (W) 21,800 SF 608-02 Concrete Access Ramps (8") (w/truncated Dome Warning Panels) 1,000 SF 608-03 Concrete Crosspan with Aprons (9 1/2 ") 1,400 SF 608-04 Hi -Early Concrete (24 Hour) 100 CY 608-05 Flowable Fill Concrete 200 CY 608-06 Exposed Aggerate Median Hardscaping (4") 1,500 SF 608-07 Pedestrian Refuge Island 300 SF 608-08 Concrete Drive Aproaches (6") 1,400 SF 608-09 Concrete Drainage Channel 30 LF 608-10 stamped median splashblock 250 SF 609-01 Vertical Curb & Gutter (30") 10,250 LF 609-02 Outfall Curb & Gutter (18") 850 LF 609-03 Driveway Curb Cuts (20' Width) 1 EA 609-04 Driveway Curb Cuts (30' Width) 1 EA 609-05 Sidewalk Access Ramp Curb Cuts (6' Width) 3 EA 609-06 R&R Curb and Gutter 100 LF 609-07 Concrete Bike Lane/Curb and Gutter 320 LF 619-01 8" DIP Class 52 W/ Poly -Wrap 60 LF 619-02 8" Tapping Valve 1 EA 619-03 24" x 8" Tee 1 EA 619-04 8"x2" Blow off 1 EA Subtotal Drake/Ziegler Improvements: $ Landscaping Quantifies: 2900-02 Native Seeding 7 Acre 2900-02 Re -Install Irrigation System on Cargill Office Property 1 LS Subtotal Landscaping Quantities: $ Miscellaneous Quantities: - Contract Bond 1.00 LS 625-01 Construction Surveying 1.00 LS 626-01 Mobilization 1.00 LS 630-01 Message Board 15.00 DAY 630-02 Flagging 250.00 HR 630-03 Type III Barricades 6.00 EA 630-04 Traffic Control 1.00 LS Subtotal Miscellaneous Quantities: $ TOTAL PROJECT COST $ Dollars Cents February 1, 2005 CITY OF FORT COLLINS PLANHOLDERS LIST FOR BID #5893 Drake/Ziegler Improvement Project MOUNTAIN CONSTRUCTORS PO BOX 405 PLATTEVILLE CO 80651 PH 970-785-6161 FAX 970-785-2515 COLORADO CONST. INC 6810 N. BROADWAY STE B DENVER CO 80221 PH 303-427-0868 FAX 303-427-0882 ARMADILLO FENCE & SECURITY 229 NORTH HWY 287 FORT COLLINS CO 80524 PH 970-493-7887 FAX 970-498-8917 AGGREGATE INDUSTRIES PO BOX 337231 GREELEY CO 80634 PH 970-353-2005 FAX 970-378-6856 ALL ABOUT SAFETY 12607 WCR 76 EATON CO 80615 PH 970-686-6644 FAX 970-686-6059 J & A SAFETY & SIGN DBA TRAFFIC MASTERS 1304 DUFF DR #14 FORT COLLINS, CO 80524 PH 970-221-3440 FAX 970-221-3480 MARK YOUNG CONSTRUCTION 155 N. COLLEGE AVE STE 220 FORT COLLINS CO 80524 PH 970-484-1648 FAX 970-224-0392 CONNELL RESOURCES 4305 E HARMONY ROAD FORT COLLINS CO 80528-9527 PH 370-223-3151 FAX 970-223-3191 CARNES SERVICES PO BOX 1258 WELLINGTON CO 80549 PH 970-568-3632 FAX 970-568-3165 LAFARGE 1800N TAFT HILL RD FORT COLLINS, CO 80522 PH 970-407-3659 FAX 970-407-3902 ADVANCED CONCRETE 2902 W MANSFIELD ENGLEOOD, CO 80110 PH 303-761-5991 FAX 303-761-0505 UNITED RENTALS 2456 E 9T" ST LOVELAND CO 80538 PH 970-667-3620 FAX 970-667-3930 EXPRESS CONCRETE 5305 ZIEGLER RD FORT"COLLINS CO 80528 PH 970-225-1287 FAX 970-229-0846 TLM CONSTRUCTORS 1013 37T" AVE CT STE 202 GREELEY CO 80634 PH 970-346-8323 FAX 970-346-8324 Page 2 NEAT LINE STRUCTURES 3211 S. 25 CASTLE ROCK, CO 80109 PH 303-688-2719 FAX 303-688-2331 CONCRETE WORKS OF COLORADO 1260 ROCK CREEK CIRCLE LAFAYETTE, CO 80026 PH 303-665-2933 FAX 303-665-2996 NORTHERN COLORADO TRAFFIC CONTROL P.O. BOX 1826 GREELEY, CO 80632 PH 970-356-6881 FAX 970-356-5862 QUALITY TRAFFIC CONTROL 216 RACQUETTE DR, #5 FT. COLLINS, CO 80524 PH 970-493-0865 FAX NORAA CONCRETE 39 S. 4T" AVE, STE. B BRIGHTON, CO 80601 PH 303-637-9233 FAX 303-637-9470 NORTHSTAR CONCRETE POBOX Y BERTHOUD, CO 80513 PH 970-532-0805 FAX 970-532-4687 DUMAR CONTRACTORS P.O. BOX 532 GREELEY, CO 80632 PH 970-356-5660 FAX 970-356-5661 DURAN EXCAVATING 418 N. 9T" AVE. GREELEY, CO 80631 PH 970-339-5100 FAX 303-659-3243 ROCKY MOUNTAIN DECK & FENCE 6209 W 21 ST STREET GREELEY, CO 80634 PH 970-356-0448 FAX 970-339-3074 ARAPAHOE UTILITIES 14251 E FREEMONT AVE STE E ENGLEWOOD, CO 80112 PH 303-690-8888 FAX 303-690-2180 DON KEHN CONST. 6550 S COUNTY ROAD 5 FT. COLLINS, CO 80528 PH 970-226-4111 FAX 970-226-4115 GERRARD EXCAVATING 1739 S. COUNTY RD. 13C LOVELAND, CO 80537 PH 970-669-1463 FAX 970-669-1964 LAWSON CONST. 20 SOUTH SUNSET ST. LONGMONT, CO 80501 PH 303-776-3456 FAX 303-938-9955 Citv of Fort Collins Administrative Services Purchasing Division CITY OF FORT COLLINS ADDENDUM No.1 BID #5893 DRAKE/ZIEGLER IMPROVEMENT PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5834 Ziegler Road Widening Project PRE -BID DATE: January 27, 2004, 1:00p.m. Conference Rooms A and B, at 281 N. College Ave., Fort Collins. To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. 1. Section 01330 Survey Data in the General Requirements should read as follows: SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner will not provide the construction surveying for the Project. The Contractor will be responsible to provide the surveying required on this project. B. The Owner will make the projects CAD drawings available to the Contractor upon request. C. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument. END OF SECTION II. In our General Requirements for this Project under SECTION 01510 TEMPORARY UTILITIES under section 1.1 paragraph B should read as follows: B. Contractor will furnish water in reasonable amounts for execution of the work at existing fire hydrants without charge to the Owner. The Contractor shall Coordinate and schedule with the Owners' Field Representative for the Water Department to select the appropriate fire hydrant and to set the hydrant meter. Page -l- 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 III. In the Technical Specifications SECTION 607 FENCES was omitted but should be included and shall read as follows: REVISION OF SECTION 607 FENCES Section 607 of the Standard Specifications is hereby revised as follows: Subsection 607.01 is revised to include the following: 4 Strand Smooth Wire Fence — This work shall consist of all of the materials, equipment and labor necessary to install 4 strand smooth wire fencing. All the materials including posts and the work necessary to set them shall be considered incidental to the work and not be paid for separately This item shall be field measured and paid for by the lineal foot. Subsection 607.04 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 607 — 02 4 Strand Smooth Wire Fence — (LF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work listed above: complete in place, as specified in these specifications, and as directed by the Engineer. END OF SECTION If you have any questions please contact John Stephen, CPPO, CPPB, Senior Buyer, at 970- 221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Page -2- January 13, 2005 CITY OF FORT COLLINS PLANHOLDERS LIST FOR BID #5893 Drake/Ziegler Improvement Project MOUNTAIN CONSTRUCTORS PO BOX 405 PLATTEVILLE CO 80651 PH 970-785-6161 FAX 970-785-2515 COLORADO CONST. INC 6810 N. BROADWAY STE B DENVER CO 80221 PH 303-427-0868 FAX 303-427-0882 ARMADILLO FENCE & SECURITY 229 NORTH HWY 287 FORT COLLINS CO 80524 PH 970-493-7887 FAX 970-498-8917 AGGREGATE INDUSTRIES PO BOX 337231 GREELEY CO 80634 PH 970-353-2005 FAX 970-378-6856 ALL ABOUT SAFETY 12607 W CR 76 EATON CO 80615 PH 970-686-6644 FAX 970-686-6059 J & A SAFETY & SIGN DBA TRAFFIC MASTERS 1304 DUFF DR #14 FORT COLLINS, CO 80524 PH 970-221-3440 FAX 970-221-3480 MARK YOUNG CONSTRUCTION 155 N. COLLEGE AVE STE 220 FORT COLLINS CO 80524 PH 970-484-1648 FAX 970-224-0392 CONNELL RESOURCES 4305 E HARMONY ROAD FORT COLLINS CO 80528-9527 PH 370-223-3151 FAX 970-223-3191 CARNES SERVICES PO BOX 1258 WELLINGTON CO 80549 PH 970-568-3632 FAX 970-568-3165 LAFARGE 1800N TAFT HILL RD FORT COLLINS, CO 80522 PH 970-407-3659 FAX 970-407-3902 ADVANCED CONCRETE 2902 W MANSFIELD ENGLEOOD, CO 80110 PH 303-761-5991 FAX 303-761-0505 UNITED RENTALS 2456 E 9T" ST LOVELAND CO 80538 PH 970-667-3620 FAX 970-667-3930 EXPRESS CONCRETE 5305 ZIEGLER RD FORT COLLINS CO 80528 PH 970-225-1287 FAX 970-229-0846 TLM CONSTRUCTORS 1013 37T" AVE CT STE 202 GREELEY CO 80634 PH 970-346-8323 FAX 970-346-8324 Page 2 NEAT LINE STRUCTURES 3211 S. 25 CASTLE ROCK, CO 80109 PH 303-688-2719 FAX 303-688-2331 CONCRETE WORKS OF COLORADO 1260 ROCK CREEK CIRCLE LAFAYETTE, CO 80026 PH 303-665-2933 FAX 303-665-2996 NORTHERN COLORADO TRAFFIC CONTROL P.O. BOX 1826 GREELEY, CO 80632 PH 970-356-6881 FAX 970-356-5862 Sid tt5893 Addendum 2 Bid Schedule Project: Drake/Ziegler Improvements NUMBER tDrakeMcgler Improvements Quantities DESCRIPTION QUANTITY I UNIT I Unit Cost Item Cost 202-01 Remove Pipe (RCP-CMP, ADS.HDPE) 320 LF 6.00 1 -93,Q . 00 202-02 Remove Curb and Gutter 1.350 LF S _ 00 6 _ 7 st) _ 00 202-03 Remove Asphalt Pavement (S"Depth) 10.500 SY 2,00 _ 1 .000= 00 202.04 Profile Will (0'-3' Depth) 6,700 SY 1 .3Q 8. 710.00 202-05 Remove Sidewalk 6" 1,760 SF .80 1 , 400. 00 202-06 Remove Fence (various Type) 2,950 LF - 60 1 _ 7 70 - nit 202-07 Median Fill Removal 2.000 SF on 20248 Remove Median Splashblock 1.126 SF Y25.onn i , UU 202-09 Remove Tree 1 LS 1 Son _ on 1 -On ,on 203-01 Unclassified Excavation 2,700 CY 2.90 7 .830,. 203-02 Embankment- (CIP) 17,500 CY 1 - 50 26 - 2 SO _ n0 20303 Irrigation ditch grading 100 LF 4.00 400. 00 203-04 Borrow ABC (Cla: s 5 or 6) - (CIP) 200 TON R - nn 1 6nn j]n 203-05 Muck Excavation - (CIP) 200 CY 1 5 pit , 11(1100.00 203-06 Topsoil - (Stripping, Stockpiling, Placing) - 6' Depth 2,800 CY 3.00 00. 00 8 -4()0 . ()0 203-07 Temporary Access Road 1 LS 2500.00 2 .500. QQ 203-08 Median Hardscape Shaping -(CIP) L600 SF 1.00 _ 1 , 6n0, nit 203.09 Median Fill - (CIP) 680 CY 3-,WL 2,040.00 203-10 Swale Grading/Shaping and Blue Topping 2.700 LF 1 - 00 9 _70n _ n0 203-11 Potholing 1 LS 1600-00 1-60o.n0 203.13 Regrade Fxisting Cargill Panting lot 1 LS 900.00 900,00 2D6'-01 Structure Excavation 350 CY 4.00 1 400.00 206-02 Structure Backfill Rowfilt 125 CY , 75 206-03 Filter Material 1 12 Washed Rack 100 TON 14.00 1 .40Q - OQ 206-04 Dcwatering 1 LS 30nn _ On i - Ono _ no 208-01 Erosion Control 1 LS 2500.00 2.5Q0. 00 208-02 Silt Fence 7,500 LF 1 _ 30 9_,_7 sn _ nn 208-03 Slaw Bales Furnished and installed 21 EA 1 6 .00 11U .0] 21UI Adjust ManholeRing/Cover 16 EA 250.00 4,000.00 210-02 Modify Manhole 7 FA 1200.00 8,400.00 210-03 AdjU:tValve Box 8 EA � ign_nn IT2nn_00 210-04 Relocate FireHydrant 2 EA - Qn 'I , n� n-nn 210-05 Adjust Meter Vault 1 EA _Soo 300 .On '100 .00 210-06 Relocate C.P. test Stations 6 EA 300. 00 _ 1,800.00 210.07 Relocate Gate and Posts 2 FA gnn - nit fino - no 210-08 Relocate Air Vent Pipe 2 EA 4000.00 8,000.00 210-M Relocate Mail Box 1 EA 150.00 150,00 20.1-01 Aggregate Base Course - (Class 5 or 6) - 6' Depth - (CIP) 9,500 TON 8.20 _ 77,900.90 306-01 Reconditioning (8") 6.600 SY .80 5,200.00 307-01 Flyash Subgrade Stabilization - (12%) 29.700 SY 4. 40 130,680.00 403-01 Hot Bituminous Pavement -Grading S (2.5' Oepth)(PG ed.28) 4,200 TON 35. 7O 1 iQQ 403-02 Hot Bituminous Pavement- Gr3drng SG (4" Depth) -(PG 64-22) 6.000 TON - �$ 50 71 00 403-03 HBP Paver Patch - Grading S (3" Depth) - (PG 6d.28) 40 TON 60.00 2.400 _ on 403.04 HBP Paver Patch- Grading SG (3" Depth) - (PG 64-22) 40 ION _ 59, n() 2,9(1� _ M 403.05 HBP Hand Patch -Grading S ('3" Depth) - (PG 64-28) 40 TON �.2� p0 4 . $00.00 403-06 HBP Hand Patch - Grading SG (3" Depth) - (PG 64-22) 40 TON 9 00 3.600. QO C06.01 14'x34•x2' Type M Rip -Rap (CIP as per detail) 1 LS 2450.00 2.4 5n _ 00 601-01 8'aA Cast in Place RCBC 1 EA 132000.00 132.000.00 603-01 18- RCP Class 111 124 LF 80. 00 _. 9 . 920. 00. 603-02 2-1" RCP Class Ill 35 LF I �. nit Z , Son _ no 603-03 30" RCP Class 111 12 LF 100.00 1 , 9nn _ nit 6D3-04 B" PVC Pipe (SDR-35) 130 LF 1 .9 50 - 00 60'3.05 4" PVC IrrigSton pipe 350 LF -(I I 60 066 Concrete. Encasement d0 LF 2,120.00 604-01 5' Type R Inlet 604.02 10' Type R Inlet 1 EA 2�Q0 604-03 Concrete Curb Inlets 2 EA 3� � 50 604-04 6' Diameter Manhole 3 1 200 00 604-05 Combination Type 16 Inlet 2 4500.00 604-06 Triple Combinatlon Type 16 Inlet EA ssoo.on 60d-07 Concrete Box Tie -In to North Trib at Rigdeon Parkway 1 EA !� S M _ 00 604-08 i'AreaInlet 1 EA 9500.00 604-09 Beehive Grate and Frame with "Sift Sack, 1 EA 1200.00 604.10 4' Area Inlet 1 EA 4 . 1 EA _ M IEEE 607-02 4 strand smooth wire 1,075 LF 2.60 808-01 Concrete Sidewalk (6') 2-1,800 SF 2.45 608-02 Concrete Access Ramps W) (w/truncated Dome Warning Panels) 1,000 SF 606-03 Concrete Crosspan with Aprons (9112 1.400 SF R ? S 608-04 Hi -Early Concrete (24 Hour) 100 CY 4. 70 6084)5 Flowable Fill Concrete 200 CY 90 ()(1 608-06 Fxposed Aggerate Median Hsrdscaping (4') 1.500 608-07 Pedestrian Refuge Island SF 4.40 608-08 Concrete Drive Aproaches (6') 360 SF 60" Concrete Drainage Channel 1.a00 F 2 • 80 608-10 stamped median splashblock 30 250 LLF 5F � _00 5.00 609-01 609-02 609-03 609-04 609-05 609-06 609-07 619-01 619-02 619-03 619-04 2,79 00 Vertical Curb & Gutter (30-) Outfall Curb & Cutter (18') 10.250 LF 9.00 92 , 250.00 Driveway Curb Cuts (20' Width) 650 1 LF 0.00 Driveway Curb Cuts (30, Width) EA 120. 0 Sidewalk Access Ramp Curb Cuts (6' Width) 1 3 EA —1$.().0_Q 180.00 R&R Curb and Gutter Concrete Bike Lane/Curb and Gutter 100 EA LF 15. 1 .650 . 09 11900000 320 LF 96 _ M R _ 390 00 8' DIP Class 52 W1 Poly -Wrap 8' Tapping Valve 60 LF 30. 00 1,800.0 0 24'a8•Tee 8 x2" Blow off 1 1 EA EA 2900-00 Z.800 00 00.00 0 Subtotal DrakeMegler Improvements: S 1,125,241.00 Landscaping Quantities: 2900-02 Native Seeding 2900-D2 Re -Install Irrigation System on Cargill Office Property Miscellaneous Quantities: Contract Bond 625-01 Construction Surveying 626-01 Mobilization 630-01 Message Board 630-02 Oaggin0 630-03 Type III Barricades 620-04 Traffic Control Subtotal Landscaping Quantities: Subtotal Miscellaneous Quantities, - TOTAL PROJECT COST 7 Acre 600.00 _ _ 4,200.00 1 LS 250-00 750.0 S 4,950.00 1.00 LS 140 14 000.00 1.00 LS 15 0 15 000 00 1.00 LS 2.5000.00 15,00 DAY 150.' 290.00 HR �ZU.UU 6.00 Ea 500.0 - 3,��0 1.00 Ls 13n0000 13.000 00 3 7�0 $ 1 .207 441 z40 _One Million Two Hundred Seven Thousand Four Hundred Dollars Forty One Cents 625-01 Construction Surveying 1.00 LS 626-01 ilization 1.00 LS 630-01 Messa oard 15.00 DAY 630-02 flagging 250.00 HR 630-03 Type III Barricades 6.00 EA 630-04 Traffic Control 00 LS & Cents 9. PRICES Subtotal Miscellane ua ' ' s: $ TAL PROJECT COST $ 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: Don Kehn Construction, Inc. Feb. 10, 2005 Signature Date Vice -President Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest Address h55n Srnth County Road 5 Ft. Collins. CO 80528 Telephone (970) 226-4111 Incorporated under the laws of the State of Colorado. 7/96 Section 00300 Page 5 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410Bid Bond 00420Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 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. Anheuser-Busch Truck Parking Expansion $862,814.76 12/04 Milling, Paving, Conc. Cmpatool 3 Filing $727 723.00 9/04 Cheyenne - Grdg, Paving, Util, Concrete Z.eigler Road Widening $633.420.49 8/04 Ft. Collins - Grdg, Paving, Util. Conc. Fairgrounds Ave. - $1,580,271.00 10/03 Larimer County Grdg, Paving, Util. 12. List your major equipment available for this contract. SEE ATTACHED LIST 13. Experience in construction Work similar in importance to this project: Same as #11 14. Background and experience of the principal members of your organization, including officers: Don Kehn. President Heavy & Highway Construction 46 Years Dan Kehn, Vice -President Heavy & Highway Construction 26 Years 15. Credit available: $ As Required 16. Bank reference: Bank One, Colorado Rita Glaser, Officer 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? Ft. Collins, Larimer Co & CO What class, license and numbers? Earthwork. Paving. Utilities & Concrete 19. Do you anticipate subcontracting Work under this Contract? Yes If yes, what percent of total contract? 30% and to whom? Son-Ha„1, Dumar and Neatline Structures 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 $1,000,000.00 Each Occurance $2,000,000.00 Aggregate What company? Travelers Indemnity Co. 22. What are your company's bonding limitations? As Required. 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 Ft. Collins this loth day of February , 2005. Don Kehn Construction, Inc. Name of Bitdi4,er By: A(,),- Title: Vice -President State of COLORADO County of LARIMER Dan Khhn being duly sworn deposes and says that he is V;re-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 10th day of February 2005• N_ t ` Public W611ington, CO 80549 My; commission expires November 27, 2007 7/96 Section 00420 Page 3 Iniro4 Unit No. Vehicle 1001 83 Fruehauf Utility Van Trailer 1002 80 Great Dare D., Van Trailer 1102 91 Ranco Belly Dump Trailer 11n3 91 Ranco Belly Dump Trailer 1104 91 Ranco Belly Dump Trailer /=D c-f2C- 74 Hobbs Dump Trailer 120`i- 98 Hgil Pneumatic Trailer 1205 8517 ehauf Dump Trailer A1•w :] r /_ 0 1206 85 Fruehauf End Dump Trailer A r 1207 98 Ranco R�^k Trailer 1301 82 Trail King Loboy Trailer 1302 76 CAA? Load king Loboy Trailer 1303 82 Trail King Jeep 1304 82 Trail King Loboy Trailer 1305 82 Trail King Booster 1306 85 Eager Beaver Folder 20T Trail( 1307 84 Flat Iron Homemade Trailer li 10 92 Cb?r 603DD 6n LainTr 1311 92 CMI Load King Booster. 1313 97 Landoll Trailer 1314 00 Landoll LT1016 Trailer 1315 02 Tr ail King Trailer 1401 79 IHC Tractor 1403 74 Peterbilt Tractor 1409 77 Mack Tractor 1407 90 Mack Tractor 1408 85 Mack Tractor 14n9 85 Mack Tractor 1410 85 Mack Tractor 1411 92 Ken:vorth Tractor ,J4124 Kpnwo!th Tractor 1501 2 Mack Tan&c-Dump 1502 92 Mack Tandem Dump 1503 81 Mack Tandem Dump r 1504 81 Mack Tandem Dump ISnS 73 ?:Mack Tandem Dump —1506 77 Mack Tandem Dump 1507 79 Mack Tandem Dump - 1508 79 Mack Tandem Dump -_ 1509 79 Mack Tandem Dump —1510 77 Mack Tandem Dump 1511 93 Mack Tandem Dump 1512 93 Mack Tandem Dump I514 93 Mack Tandem Dump 1515 96 Mack Tandem Dump 1516 00 Mack raudenx Dump 1517 03 Mack Tandem Dump vzvo4 Unit No. Vehicle 1518 03 Mack Tandem Dump 1510 004 MMackTa"ndem Dump 1520 04 Mack Tandem Dump 1521 04 Mack Tandem Dump 1601 80 IHC 2-1/2T Service Truck 1603 73 GMC 1T W Welder 1604 78 GMC Mechanic Truck 1605 79 Ford Flatbed L-700 1606 89 Ford Superduty F450 1607 90 Ford Superduty F450 1608 91 Mack Fuel Truck, Mainta 1609 89 Ford F-350 Flatbed 1610 94 GMC Service Truck 1611 96 GMC Topkick Truck 1612 93 Freightliner Service Truct 1614 97 GMC Topkick ?:MDLC-650 / G / 7 1615 99 Ford Service Truck F450 c� 1616 91 Ford Service Truck 16� { 1704 74 Peterbilt Water Truck j" 17n5 73 Mack Water Truck 6x6 1706 74 Mack Water Truck 1707 66 *Mack Water Truck �-1708 80 Ford Water Truck "709 91 GMC Water Trk Top kic 1710 94 GMC Water Trk TC7H0( 1810 82 Chevrolet 1/2T P/U 4x4 1811 84 Chevrolet 1/2T P/U 4x4 1814 85 Dodge D350 1T P/U 1816 84 Ford'/4 T P/U 1817 87 Ford F150 1/2.r P/U 1818 88 Chevrolet 1/2T P/U 4x4 1820 89 Ford I /2T P/U 4x4 (Chet', 1821 89 Ford Ranger S. P/U I822 90 Ford F250. P/U 1823 91 Ford FI50 P/U 4x4 1824 ,91 Ford 1`2501 P/U 1825 89 Ford F250 P/U 1826 92 G-MC PIU 1827 92 Ford F150 P/U 4x4 1828 Oz Ford F150 P/U 4x4 1n1r 1829 91 Ford Ranger P/U 1830 96 Ford 17350 P/U 4x4 1831 97 Ford F150 P/U 4x4 1832 97 Ford F150 P2 4x4 (Chet' 1834 99 Ford F250 P/U 4x4 1 R25 00 Ford 1`250 314T P/U 1836 99 Ford F150 P/U