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Home My WebLink AboutRESPONSE - BID - 5730 TAFT HILL ROAD BRIDGE OVER NEW MERCER DITCH (7)SECTION 00300 04J1 Z 19a PROJECT: TAFT HILL ROAD BRIDGE OVER NEW MERCER DITCH; Bid No. 5730 Place �fi CG O N n-s Date 1. In compliance with your Invitation to Bid dated 1 6 �V(�, y � t&6"6�.y�y�s t all Qnditions thereof, the undersigned 6 C�RiSTRUbY&S. INC. a * Corporation ;m �� __cbi, ---- ___, ** 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 S ($ ) 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: w.T'.�.TI �.,. /._._ '7n., _ i C-...-r_ I 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. Z through 7/96 Section 00300 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. COLORADO CONSTRUCTORS 1. Name of Bidder: �� INC. 2. Permanent main office address: (�ol� �' 1�roYvon�e i0 T 3. When organized: 9. If a corporation, where incorporated: Ccs'6f-r�'Jo 5. How many years have you been engaged in the contracting business under your present firm or trade name? o 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) r&, OL EIIc V Lt s S u dYrc — + 1 o , DO - gr i2Vo.L � 17 tt,Do a -c- Xi, ,boo'- 7. General character of Work performed by your company: _ �e�nerrt� C nl_ rac)o� �r� c ncr�lc (csnS�ilU10, 8. Have you ever failed to complete any Work awarded to you? C3 If so, where and why? 9. Have your ever defaulted on a contract? F� Q If so, where and why? 10. Are you debarred by any government agency? 'V O 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 Cfc'.4- k !. - f7V? v/9.00 - 07 vL 077 33 . 00 - o v ! n. - •a,ufi - Ld iA"y- AU_ — •C0 61 ia5, .sc od••i sL 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: / rS[aflJ, d3 v.W 01G 14. Background and experience of the principal members of your organization, including officers: Q.Leabc act aff6",A_ .�a�NLLS 15. Credit available: $✓SOD, ODO 16. Bank reference: atwi nL 6An4- t 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the/ OWNER? Y6 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work and� thci's Contract? If yes, what percent of total contract? o u �{S%. and to whom? Are any lawsuits pending against you or your firm at this time? If DETAIL 7/96 Section 00420 Page 2 yes, 21.19 What are the limits of your public liability? DETAIL _ 1 Wh t com any? 22. What are your company's bonding limitations? 4,000,000 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 N [1Ar� rcwr ythis day of �Q�� 20c�Z COLORADO CONSTRUCTORS, MC. Name of Bidder By: Title: PC2S I a" I State of C6lor0.Ao County of �C�,MS Crt Q, being dul sworn deposes and says that he is eY f of CONSTRUCTORS, INC.and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Sub5cri�kg,j4 And --sworn to before me this /o 7k day of MWL� R My coifmmissiofi' expires 5//9�Oy1 7/96 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 150 of the contract. ITEM ITS5 ) , 41 /1 S TZQM0V 0.IS 9C J.J,V 1 lie 7/96 SUBCONTRACTOR L Afy�er�Lati esl CciLLC- Section 00430 Page 1 =C� OLA Oox&O�cs . JEEPS 100 94 Cherokee BE 4dr. 102 97 Glad Cherokee Laredo 104 97 Grand Cherokee Laredo 105 98 Grad Cherokee Laredo 108 01 Grad Cherokee Laredo 107 01 BMW TRUCKS 203 '95 Dodge 25004x4 W dead 204 '98 Dodge 26004x4 ell diesel 20S '93 Dodge 250D 4x4 dlead 208 '97 Dodge 350D 4x4 diesel Salted 207 '97 Dodge 35004xt diesel9ated 208 '97 Dodge 250004 diesel 2D9 '99 Dodge 35004x4 dlata 210 01 Claw. Silverado 1SDO Fxd. 211 01 Dodge 35004x4 diesel 212 02 Chevy 1500 LS Silverado TRAILERS 30D 194 P.J. Mal 014,0000 Wh,=ka 301 '94 Stedite Soot TC 302 '94 Stadit 448 303 '95 Sledge STx18 7,ODlM waarks 304 '95 Sladite 82k18 duv- fail 10A" 305 '98 P.J. 83x1814,ODOg 308 '9S Job office Storage 307 '98 P.J. 83x4814,000e 305 '97 P.J. 83x4814,000a 309 TIT P.J. 83k4814,0000 310 '98 Job o5ce / Skxage 311 '99 Bwk / Storage 312 88 Gass 2 Field OMce Trailer 313 2000 Wags Cage Trailer 314 2001 P.J. 831dS Trager 315 2001 P.J. S3x18 Trallar EQUIPMENT 400 '88 Gonviso Caron. III SUP Form 401 Gorneco Slip Form Molds 402 IM Bob Ca 853 403 9 Ton Crane 404 Gorneco Bridge Deck Fhotm 405 '97 Bob Cat 873 408 '88 Gomaco Cornm. W SRp Form 407 Morrison Vibretlng Based SMALL TOOLS 500 Curb S Gurnee, Form Role 501 Bodge Sbipping Buggy 502 Hydro Breaker for Bob Cat 503 Rork Cut Faro Liners 504 Bob Cat Dozer Slade 505 E-Z Drill am Welder T7 Jornping Jack Tamper,Memea T2 Plate Tapper, Vibramar T3 Plate Tamper, Mikra T4 Whacker, Jumping Jack T5 Wacker, Plate Compedor ROBERT C. CLINE 702 Dearborn Street Fort Collins, Colorado 80525 (303) 427-0868 (Office) EXPERIENCE 1994 - Present VICE PRESIDENT Colorado Constructors, Inc. Denver, Colorado Responsible for all engineering functions of the corporation, including estimating, project management and supervision of field operations. 1990 - 1994 VICE PRESIDENT CONTRACT ADMINISTRATION Lawson Construction Company Longmont, Colorado Responsible for supervision of estimating and project management personnel. Projects range in scope from small bridges and structures to multimillion dollar concrete paving projects. Owners include the City and County of Denver, Denver International Airport and Colorado Department of Transportation. 1986 - 1990 PROJECT MANAGER, A. S. Horner Construction co., Inc., Englewood, Colorado Responsible for estimating and managing assigned projects varying in size from two to twenty million dollars. Projects include steel box girder, cast in place post tensioned concrete box and tee girder, prestressed concrete box and I girder bridges. 1982 - 1986 PROJECT MANAGER, Flatiron Structures Company, Longmont, Colorado Responsible for management of assigned projects including estimating, cost control, subcontract and material procurement. Projects include cast in place post tensioned box girder and tee girder bridges, varying in size from two to four million dollars. Assisted in the development of computer estimating and project management systems. 1983 - 1994 CASTING ENGINEER, Flatiron Structures Company, Eagle, Colorado. Responsible for the geometric and quality control for five precast segmental box girder bridges. The bridges have a total of 18 spans with span lengths from 106' to 132' totaling 2,116' for all five bridges. The segments were manufactured by "short line" match casting, and erected by the span -by -span method. PROFESSIONAL Current member of the Colorado Contractors Association/ ACTIVITIES Colorado Department of Transportation Bridge Committee. Chaired Committee in 1999. MANAGED PROJECTS FOR PREVIOUS COMPANIES PROJECT: INTERSTATE 25 FROM 58TH AVENUE TO INTERSTATE 70 INTERCHANGE. OWNER: COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $4,555,000.00 DESCRIPTION: 147,000 SQUARE YARDS OF CONCRETE PAVING ON MAIN LINE 1-25 FROM 58TH AVENUE TO 1-70 INTERCHANGE IN DENVER, COLORADO. PROJECT: SOUTH CAMPUS SITE WORK, FOR CONTINENTAL AIRLINES JOINT USE CARGO, IN FLIGHT KITCHEN AND GROUND SUPPORT EQUIPMENT FACILITIES. OWNER: DENVER INTERNATIONAL AIRPORT AMOUNT: $5,805,000.00 DESCRIPTION: 63,000 SQUARE YARDS OF CONCRETE PAVING, 162,000 CUBIC YARDS OF UNCLASSIFIED EXCAVATION, DRAINAGE, LIGHTING AND LANDSCAPING. PROJECT: NORTFVSOUT 4 CONSTRUCTION ROADS, SECURITY GATES AND PARKING LOTS OWNER DENVER INTERNATIONAL AIRPORT AMOUNT: $2,596,000.00 DESCRIPTION: 90,000 SQUARE YARDS OF CONCRETE PAVING, 300,000 CUBIC YARDS OF UNCLASSIFIED EXCAVATION, 140 OF CUBIC YARDS OF CONCRETE BOX CULVERT, LIGHTING AND DRAINAGE. PROJECT: INTERSTATE 70 AND AIRPORT BOULEVARD INTERCHANGE OWNER: COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $3,669,000.00 DESCRIPTION: 138,000 SQUARE YARDS OF CONCRETE PAVING ON MAIN LINE 1-70 AND MAIN LINE AIRPORT BOULEVARD. PROJECT: INTERSTATE 25 FROM 58TH AVENUE THRU INTERSTATE 76 INTERCHANGE OWNER COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $2,245,000.00 DESCRIPTION: 86,000 SQUARE YARDS OF CONCRETE PAVING ON MAIN LINE 1-25 FROM 58TH AVENUE TO 1-76 INTERCHANGE IN DENVER, COLORADO. PROJECT: RECONSTRUCTION OF 15TH STREET FROM BLAKE STREET TO COLFAX AVENUE OWNER CITY AND COUNTY OF DENVER AMOUNT: $1,774,000.00 DESCRIPTION: 22,000 SQUARE YARDS OF CONCRETE PAVING ON 15TH STREET THRU DOWNTOWN DENVER, COLORADO. THE PROJECT WAS CONSTRUCTED IN ELEVEN PHASES UNDER TRAFFIC. PROJECT: BRIDGE REPLACEMENT, INTERSTATE 225 OVER SAND CREEK OWNER: COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $4,036,000.00 DESCRIPTION: THREE PHASE TRAPEZOIDAL STEEL BOX GIRDER BRIDGE ON 1-225 OVER SAND CREEK IN AURORA, COLORADO. THE PROJECT INCLUDED 1,324 CUBIC YARDS OF SUBSTRUCTURE CONCRETE, 1,793 CUBIC YARDS OF SUPERSTRUCTURE CONCRETE AND 1,793,400 POUNDS OF STRUCTURAL STEEL. PROJECT: BRIDGE REPLACEMENT, TEJON BOULEVARD OVER FOUNTAIN CREEK OWNER: COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $1,598,000.00 DESCRIPTION: PRESTRESS CONCRETE I GIRDER ON TEJON BLVD. OVER FOUNTAIN CREEK IN COLORADO SPRINGS, COLORADO. THE PROJECT INCLUDED 690 CUBIC YARDS OF SUBSTRUCTURE CONCRETE AND 1032 CUBIC YARDS OF SUPERSTRUCTURE CONCRETE. PROJECT: BRIDGE REPLACEMENT, INTERSTATE 25 NORTH & SOUTH BOUND BRIDGES OVER INTERSTATE 70 OWNER COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $4,884,000.00 DESCRIPTION: THREE PHASE STEEL BOX ARCH GIRDER BRIDGE ON I-25 OVER 1-70 IN DENVER, COLORADO. THE PROJECT INCLUDED 1277 CUBIC YARDS OF SUBSTRUCTURE CONCRETE, 1430 CUBIC YARDS OF SUPERSTRUCTURE CONCRETE AND 2,042,440 POUNDS OF STRUCTURAL STEEL. THE PROJECT WAS CONSTRUCTED UNDER TRAFFIC IN AN INTERSECTION THAT CARRIES 285,000 VEHICLES PER DAY. PROJECT: NEW BRIDGE CONSTRUCTION ON INTERSTATE 76 OVER SHERIDAN BLVD. IN ARVADA COLORADO. OWNER COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $3,067,000.00 DESCRIPTION: TWIN, CAST IN PLACE POST TENSIONED TEE GIRDER BRIDGES ON INTERSTATE 76 OVER SHERIDAN BOULEVARD. THE PROJECT INCLUDED 325 CUBIC YARDS OF SUBSTRUCTURE CONCRETE, 870 CUBIC YARDS OF SUPERSTRUCTURE CONCRETE AND 435,000 CUBIC YARDS OF EMBANKMENT MATERIAL, PROJECT: BRIDGE REPLACEMENT ON 64TH AVENUE OVER US 85 IN COMMERCE CITY, COLORADO. OWNER: COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $2,247,000.00 DESCRIPTION: CAST IN PLACE POST TENSIONED BOX GIRDER BRIDGE ON 64TH AVENUE OVER US 85. THE PROJECT INCLUDED 320 CUBIC YARDS OF SUBSTRUCTURE CONCRETE AND 938 CUBIC YARDS OF SUPERSTRUCTURE CONCRETE. THE BRIDGE DECK IS VARIABLE WIDTH AND CURVED, WITH VARYING SUPERELEVATION. Craig Gabel Long 5111 Beech Street Arvada, CO 80002 (303) 420-1268 (Home) (303) 420-2009 (Office) EXPERIENCE 1994 to Present; PRESIDENT, Colorado Constructors, Inc. Responsible for business and office administration for this concrete construction company. 1993 to 1994; ESTIMATOR and GENERAL MANAGER, Concrete Works of Colorado, Inc. Responsible for estimating, bidding and project management for this concrete and pipe construction company. 1989 to 1993; Various positions at Yenter Companies; 1992 to June 1993; VICE PRESIDENT, ROC EX, Inc.. a division of Yenter Companies, Morrison, CO. Responsible for marketing, estimating and project management for this excavation and pipe contractor. 1991 to 1992; VICE PRESIDENT, Yenter & Sons Blasting, Golden, CO. Responsible for estimating, marketing and project management for this drilling and blasting company. We grew from a company doing one million dollars a year to five companies doing four million and organized a support staff that wasn't there when we were smaller. I hired an estimator/project manager to assist in the growth of the company who grew to the position of VP of the quarry and highway company. 1989 to 1991; ESTIMATOR and PROJECT MANAGER, Yenter & Sons Blasting, Golden, CO. Responsible for estimating, bidding and negotiating work. Helped in installing new management systems and controls for this small family business. 1988 to 1989; ESTIMATOR and PROJECT MANAGER D.C.C.I., Castle Rock, CO. Responsible for estimating, bidding, negotiating work, subcontract and material procurement for this water and waste water treatment plant company. 1987 to 1988; ESTIMATOR and PROJECT MANAGER, I.F. Jenson Company, Castle Rock, CO. Responsible for estimating, bidding, negotiating work, purchasing materials and writing subcontracts for this concrete paving company. 1986 to 1987; CHIEF ESTIMATOR, Mountain States Paving, Inc., Arvada, CO. Responsible for estimating, bidding, negotiating work, training and organizing of estimators. Helped in installing new management systems and controls for this re -organized concrete paving company. 1985 to 1986; GENERAL MANAGER and PRESIDENT, Kela Concrete Corp. and VICE PRESIDENT, Women Constructors, Inc., Henderson, CO. Hired to estimate, bid and manage work, set up office procedures for this concrete paving and flatwork company in the Colorado market. Responsible for managing all office procedures, establishing computerized estimating system, bidding and negotiating work, establishing cost controls and getting the company prequalified with various agencies (Colorado Department of Highways and others). At the time WCI was established I prepared and submitted all the information to get prequalified with the Colorado Department of highways and helped organize the business. 1983 to 1985; VICE PRESIDENT, DIVISION MANAGER, Palisade Construction Company / KNC Inc., Denver, CO. Hired to start and manage a heavy and highway construction division in the Colorado market. Responsible for determining the market, establishing an estimating system (which I Computerized), bidding and negotiating work, hiring and managing necessary supervision, establishing cost controls and full profit/loss responsibility for this division of the Terra Construction Companies. 1976 to 1983; Various positions at Flatiron Structures Company 1982 to 1983; VICE PRESIDENT, Flatiron Structures Company, Longmont, CO. Responsible for managing a division of the company including estimate preparation (I computerized part of the estimating system), bidding jobs, assigning jobs, assigning crews, material and subcontract procurement for this heavy and highway construction company. During my tenure from 1975 to 1983, the gross profit on my jobs built each year was the largest of the project managers. 1976 to 1982; ESTIMATOR / PROJECT MANAGER, Flatiron Structures Company, Longmont, CO. Responsible for estimating jobs, monitoring costs, subcontract and material procurement. Jobs bid include Colorado Highway Department, local cities, counties and private developers. To my knowledge my crews were the first in Colorado to slip -form over one mile of curb and gutter in a day. 1973 to 1976; Supervisory positions for D&M Construction Co., Denver, CO, Garland Construction Co., Denver, CO, Fortune Construction Co., Denver, CO, and I ran my own framing company building houses for Golden Key Building Corp. EDUCATION B.S. Industrial Construction Management, Colorado State University, June, 1973. Important courses; Construction Estimates and Costs, Construction Planning and Scheduling, Structural Theory and Design, Human Relations in Business, Calculus, Differential Equations. Other concentration: Electrical Engineering. PROFESSIONAL ORGANIZATIONS Member of the American Association of Cost Engineers International Member of various committees of the Colorado Contractors Association COLORADO CONSTRUCTORS, INC. CONTRA C OR O 1 BY: � C ADDRESS: la 'a ( O _rl)eY\V- C'c7 t',o2Z1 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 SU$P91TTED: Signature Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: ac�f�%SC� Address OEN W's(L COL02so 0 8o2L / Telephone C3o3 ) 7/96 Section 00300 Page 2 DANNY L. HOEY 801 43rd Street Evans, Colorado 80620 RESUME WORK EXPERIENCE 1994 to Present: COLORADO CONSTRUCTORS, INC, Arvada, CO; General Superintendent. Supervising flatwork construction crews. In charge of all production, quality control and customer relations. Working all aspects of concrete paving, curb and gutter from sub -grade to final product. 1989 to 1994: LAWSON CONSTRUCTION COMPANY, Longmont CO; Paving Superintendent. Supervising crews of up to 12 employees. In charge of production, quality control and customer relations. Working all aspects of concrete paving, curb and gutter from sub -grade to final product. 1978 to 1989: FLATIRON CONCRETE CONSTRUCTION COMPANY, Ft Collins, CO; Various jobs over the years. 1987 to 1989 Field Superintendent. Supervision of crews of 8 to 20 employees on various curb and gutter jobs. In charge of production, quality control and customer relations. In charge of ordering concrete. Held position as Safety Officer. 1984 to 1987 Foreman. In charge of running individual projects. Supervised training of new operators on concrete pavers, motor graders, loaders and backhoes. Responsible for production and quality control. 1980 to 1984 Leadman/Operator. Operated motor grader, backhoe, loader and concrete paver for curb gutter jobs. Drove transport truck moving equipment from job to job. 1978 to 1980 Manual laborer for concrete construction. EDUCATION 1991 - Present, Certified supervisor with City of Aurora. 1990 - 1992 Gomaco University, Ida Grove, Iowa Attended one week training class on concrete placers, spreaders and two track pavers. 1984 - 1986 Gomaco University, Ida Grove, Iowa. Attended one week training class on Commander III curb and gutter machines. 1988 American Concrete Institute, Denver, CO. Completed written and testing performance examinations for Certified Testing Technician. 1976 Montrose High School, High School, Montrose, CO. Graduated high school and received diploma. CURTIS W. WHEELER 1754 S. Leyden Street Denver, Colorado 80224 (303) 427-0868 (Office) EXPERIENCE 1995 - Present GENERAL SUPERINTENDENT Colorado Constructors, Inc. Denver, Colorado Responsible for developing field side of the bridge construction Division. General Superintendent for all structures work. 1989 - 1995 Flatiron Structures Company Longmont, Colorado Management of new construction and renovation projects for Leading concrete construction firm. Supervise construction of 273 Mw co -generation plan with 5 combustion turbines and 2 steam turbine foundations — a project of more than $100 million in conjunction with Frontier Kemper. Administration of$15 million viaduct replacement project at 15'b Street underpass. Reconstruction of 1-mile section of I-25 at 38'" Avenue for RTD and HOV lanes; this was a 3-phase, $10 million project which included widening of the interstate and two bridges and miscellaneous ramp and street renovation. Manage and coordinate as many as 25 subcontractors per project. 1986 - 1989 CARPENTER SUPERINTENDENT A & R Construction, Inc. Commerce City, Colorado Coordinate and supervise crew of 60 on new construction of Budweiser plant. Prepare bids and order materials. 1983 - 1986 CARPENTER G.E. Johnson Construction Company, Denver G.H. Phipps Construction Company, Denver Remodeling and new construction projects including Martin Marietta, St. Joseph Hospital and Presbyterian St. Luke's Hospital. 1965 - 1983 ASSISTANT SUPERINTENDENT CARPENTER GENERAL FORMAN A. S. Horner Construction Company Denver, Colorado Coordinate construction projects for major highway/bridge construction Contractor. Supervisor as many as 100 personnel per project. Managed expansion construction of Ideal Cement Plant in Portland, Colorado, and new construction of Henderson West Mill Site in Henderson, Colorado — a project requiring 80,000 cubic yard of concrete. Also served as carpenter and laborer. PROJECTS CONSTRUCTED BY COLORADO CONSTRUCTORS, INC. WITHIN THE PAST FIVE YEARS PROJECT: BRIDGE REPLACEMENT ON SH 36 OVER WOLF CREEK. OWNER: COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $785,000.00 DESCRIPTION: 2-SPAN (104'-0", 104'-0") PRESTRESSED CONCRETE BOX GIRDER BRIDGE PROJECT: SUPERSTRUCTURE REPLACEMENT ON HOVER STREET OVER THE ST. VRAIN RIVER OWNER: CITY OF LONGMONT, COLORADO AMOUNT: $1,100,000.00 DESCRIPTION: REPLACEMENT OF EXISTING DOUBLE TEE SUPERSTRUCTURE WITH PRESTRESSED CONCRETE BOX GIRDERS. CONSTRUCTED IN THREE PHASES UNDER TRAFFIC. PROJECT: BRIDGE REPLACEMENT ON SOUTH BOUND INTERSTATE 25 OVER WALSEN ARROYA OWNER: COLORADO DEPARTMENT OF TRANSPORTATION AMOUNT: $1,239,000.00 DESCRIPTION: 2-SPAN (101'-0", 101'-0") PRESTRESSED CONCRETE BT 54 GIRDER BRIDGE PROJECT: BRIDGE REPLACEMENTS ON 120 .. AVENUE OVER BOX ELDER CREEK, AND 88TH AVENUE OVER COMMANCHE CREEK OWNER: ADAMS COUNTY, COLORADO AMOUNT: $1,202,000.00 DESCRIPTION: 3-SPAN (75'-0", 100'-0", 75'-0") PRESTRESSED CONCRETE BT 54 GIRDER BRIDGE; 2-SPAN (75'-0", 75'-0") PRESTRESSED CONCRETE BT 54 GIRDER BRIDGE PROJECT: BRIDGE REPLACEMENT ON RUSSELVILLE ROAD OVER EAST CHERRY CREEK OWNER: DOUGLAS COUNTY, COLORADO AMOUNT: $345,686.00 DESCRIPTION: 2-SPAN (50'-0", 50'-0") PRESTRESSED CONCRETE BOX GIRDER BRIDGE PROJECT: WALTON CREEK BRIDGES OWNER: STORM MOUNTAIN RANCH, STEAMBOAT SPRINGS, COLORADO AMOUNT: $939,000.00 DESCRIPTION: DESIGN BUILD 4 TIMBER BRIDGES, HIGHWAY RATED. 4-SPAN (50'-0", 50'-0", 50'-0", 50'-0") 2-SPAN (35'-0", 35'-0") 1-SPAN (67'-0"), 1-SPAN (35'-0"), 1-SPAN (70'-0") EQUESTRIAN BRIDGE �t coww�no �i 20TRUCTORS INC. "Traosfonming two dmm fowl drawings into three dinneastonal reality" CURRENT CITY, COUNTY AND STATE LICENSES MUNICIPALITY TYPE OF LICENSE NUMBER EXP. City of Arvada Contractors License LO1-076 July 30, 2003 City of Aurora ROW Concrete 2002 133912 00 CL July 1, 2003 City of Boulder Bond renewal Bond #S533078 November 18, 2002 City of Broomfield General Contr. Class C C2001-712 December 31, 2002 Colorado Department Heavy Highway Const. Vendor ID March 31, 2003 of Transportation Concrete Contractor 0968A City & County of Denver RW - Sidewalk 231420 December 31, 2002 Structures/PreQual. May 31, 2003 City of Ft. Collins ROW Concrete Bond — 3/7/03 State of Kansas General Contractor November 7, 2002 Dept. of Transportation City of Lafayette (as needed) City of Lakewood Contractors License 9682 April 6, 2003 City of Longmont (as needed) City of Louisville (as needed) State of Nebraska General Contractor February 28, 2003 Dept. of Transportation City of Thornton Contractors License 1324 November 9, 2002 City of Westminster General License 63160 March 31, 2003 City of Wheat Ridge General Contractor June 28, 2004 State of Wyoming General Contractor February 28, 2003 Dept. of Transportation Prequalification 6810 N Broadway, Suite B, Denver, Colorado 80221 (303) 427-0868 email: ColoradoConstructors@compusc"e.com f (303) 427-0882 SECTION 00410 HID BOND -VCW ALL MEN BY THESE ?RESENTS: chat we, the under 3iq::e11 Colorado Constructors, Inc. as Principal, and Continental Casualt Com an Surety, are hereby held and firmly bound unto the Cicixo Po Coll n'a, Color3das as OWNER, in the sum Of $ 5 of amount bid for the pIs3ont of which, well truly to ' d and oe mr, e, we herby 7o ntly and severally wind ourselves, assigns. es1:ccsaors, and THE CONDITION of this obligation is such r,,yat whereas the ?ri:r+pa` has submitted to the City of fort .Collins Colorado the aco_:mganyinq Sid and hereby made a Dart hereof to enter into a Construction Agreement for the conscructior of For_ Collins ?roject, TTAFT HILL ROAD SRIDGE OVER NEW MERCER. DITC-; Bid No. 5730. NOW THEREFORE, (a) If said Hid shall be rejected, or (b) If said Sid shall be accected and the ?rincipa1 sha`.1 exac,ite and deliver a Contract is the fo ^i of contract attached he.:eto ;prcoerly ccnpleted in accordance with said aid) and shall "furnish a HCNO for his faithful ner_or:nancs of said Contract, and for payment of all persons performing labor or furaishing .aatarials in connection t:nar_iwith, and Shia:_: in all Other respects perform the Agreement created by the acceptance of said Hid, then this obligation shall be void; otherwi34 'ha same shall remain forts and affect, __ being expressly underrtocd and acreec chat the liability of the Surety for any and ai'_ claims .4era',nder wall, .n event, exceed the penal amount o'_ this obligation as 'nersin _tarad. no Ti18 $llreCl, for P31Ue rSc3lVed, hereby s*`7ulates and ace'?e3 t`at the ..,_igat gns of said Surety and its BCND shay_ be in no way =pal_ed tr affect"=.d by anv extension of the ume wi-hin w1aicn the OWNER may accent; euch B i; aa.i said Surat•I does hereby waive notice of any suc. extension. Surety Companies executing bonds .T.1St be eut:orizad tg tr:ansacc business is State of Colorado and be accepcae by the OWNER. 7/36 Section 00110 ?ace 2 IN WITNESS WFEREOF, the Principal and the Surety have hereunto set t:ieir hands and seals this 10th day of September 2072 , . ar,d such of t:,em as are corporations have caused their corporate seals to is l:ersto afli.cad and these presents to be signed by their proper officers, above. the day and year first set forth PRINCIPAL Name; Colorado Constructors, Inc. Address: 6810 N. Broadway, #B Denver, Colorado 80221 8y• I� Title: IC(en� ATTEST: By: E�� 7/96 SURETY Continental C�rS3ia, r.L SQII4�p __ (SEAL) Secticn )C.:1C page POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of Hartford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation (herein called 'the CNA Companies*), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint Douglas C. Baesler, Joan C. Armstrong, Kimberiv D. Johnson. Henry r. N n sari « III their true and lawful Attomey(s}in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature — In Unlimited Amoums — a,m ru umu mem mereoy as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attomey is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 151h day of March, 2002. 4�'C�ar4�'L � MSrrR� �rwa i' o,r,, Arr i Continental Casualty Company 7 N3�$lJ s ,*c°aWrra a National Fire Insurance Company of Hartford ou SEAL T $5{ \V\}`C�/'/A�p� µ� r American Casualty Company of Reading, Pennsylvania liper ate of Illinois, County of Cook, ss: Michael Gengler Group Vice President On this 15th day of March, 2002, before me personally came Michael Gengler to me known, who, being by me duly swum, did depose and iy: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of Continental Casualty Company, an Illinois ,rporation, National Fire Insurance Company of Hartford, a Connecticut corporation, and American Casualty Company of Reading, .nrlsylvania, a Pennsylvania corporation described in and which executed the above instrument; that he knows the seals of said corporations; at the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of rectors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of id corporations. 'OFFICIAL SEAL! DIANE FAULKNER Notary Public, State of Illinois My Commission &cairn 0/17/O5 My Commission Expires September 17, 2005 Diane Faulkner Notary Public 1, Mary A. Ribikawskis, Assistant Secretary of Continental CCERTIFICATE asualty Company, an Illinois rtford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania corporation, P y ani Ico re Insurance ration do hereby cry of it the Power of Attorney herein above set forth is still in force, aril further certify that the By and Resolution of the Board of Directors of ertify corporations printed on the reverse hereof is still in fort , in testimony whereof I have hereunto subscribed my name and affixed the seal of said corporations this /� � day of m0 .?~ �dASU�4t s, rMtlle . r# v� ,d�� Continental Casualty Company 3' �' �, fcsoyt National Fire Insurance Company of Hartford J iutr n.tO American Casualty Company of Reading, Pennsylvania u SEAL T 0 1e•7 � Mary A. Ribikawskis Assistant Secretary IV. 10/11/01) Addendem No. 1 City of Fort Collins September. 2002 Taft Hill Road Bridge Over New Mercer Ditch Item No. Description Unit EstimatedQuantity Unit Cast Item Total 201 Clearing and Grubbing LS 1 c)(::F 3°C v odv°O 202 Removal of Structure LS 1 17 ?coo =° 17 700 00 202 Removal of Sidewalk SY 35 3 2 20 202 Removal of Curb and Gutter LF 86 1 } _ 9 Ll (,"O 202 Removal of Inlet Box EA 1 S<3u 2-0 202 Removal of Manhole EA 1 202 Removal of Sanitary Sewer Pipe LF 43 z7 a2 1 16 I =° 202 Removal of Storm Sewer Pipe LF 202 Removal of Fence LF 73 1 c�G° 7 3 0 =G 202 Pavement Removal SY 138 $ as 3 Fj G `t =° 203 Unclassified Excavation (CEP) CY 10 203 Embankment (CIP) CY 10 206 Structure Excavation CY 1064 Z 1 206 Structure Backfill (Class 1) CY 665 207 Topsoil CY 10 3 (0 `= 3 vo 208 Silt Fence LF 381 3 00 y 3 a_ 212 Seeding (Native) ACRE 1 0.1 25 0000 2 (3 =° 213 Mulching (Hydraulic) ACRE 0.1 ZS 60 e2 Z5 060 304 Aggregate Base Course (Class 6) CY 25 `�,U'= yS C10 °= 501 Steel Sheet Piling (Type 2) SF 1440 1z 503 Drilling Caisson (24 inch) LF 780 ? LA 4 6`-'° Page 1 of 2 Addendem No.1 City of Fort Collins Taft Hill Road Bridge Over New Mercer Ditch September, 2002 Item No. Description Unit Estimated Quantity Unit Cost Item Total 515 Waterproofing (Membrane) SY 212 ZOd 25 �1 601 Class 5 Finish SF 771 601 Concrete, Class B (Bridge) CY 1 136 601 Concrete, Class D (Bridge) CY 87 Z$ 602 Reinforcing Steel LB 7789 602 Reinforcing Steel (Epoxy Coated) LB 21902 603 12 Inch Reinforced Concrete Pipe, Class III LF 4 1 80� 7 Zo 603 8-Inch PVC SDR 35 Pipe with 20" Steel Casing Pipe LF 43 `A 604 Manhole (48") (H=5') EA 1 604 Inlet, Type R (L=5') (H=5') EA 1 606 Bridge Rail (Concrete) LF 51 Z-75 L) o 608 Concrete Sidewalk (6 inch) SY 23 50 608 Concrete Curb Ramp (6 inch, Mod) SY 9 �� '5 609 Curb, Type 4 (Section B, Mod) LF 52 a. H 609 Curb and Gutter, Type 2 (Section IIB) LF 38 Zo _ 7 (o o Go 618 Pre -Stressed Concrete Slab (Depth 6" to 13") SF 1058 Zg o_ 2� Zy 626 Mobilization LS 1 I Z zoo _° ► Z 20 630 Construction Traffic Control LS I 1 L-I Total Bid — — 1 h o v-cc�' ,d (( r �-\ j T -c--{ InWords�cee HuncJc'ect )en e-,� oMG ,�Un�(e� i�t re �i l hfte �al'Q/ C ��\>' 1 h rye / Csr\lS Page 2 of 2 City of Fort Collins September, 2002 Taft Hill Road Bridge Over New Mercer Ditch Item No. Description Unit Estimated Quantity Unit Cost Item Total 201 Clearing and Grubbing LS 1 202 Removal of Structure LS 1 202 Removal of Sidewalk SY 35 202 Removal of Curb and Gutter LF 86 202 Removal of Inlet Box EA 1 202 Removal of Manhole EA 1 202 Removal of Sanitary Sewer Pipe LF 43 202 Removal of Storm Sewer Pipe LF 9 202 Removal of Fence LF 73 202 Pavement Removal SY 138 203 Unclassified Excavation (CIP) CY 10 203 Embankment (CIP) CY 10 206 Structure Excavation CY 1064 206 Structure Backfill (Class 1) CY 665 207 Topsoil CY 260 208 Silt Fence LF 381 212 Seeding (Native) ACRE 0.1 213 Mulching (Hydraulic) ACRE 0.1 304 Aggregate Base Course (Class 6) CY 25 501 Steel Sheet Piling (Type 2) SF 1440 503 Drilling Caisson (24 inch) LF 780 Page 1 of 2 City of Fort Collins September, 2002 Taft Hill Road Bridge Over New Mercer Ditch Item No. Description Unit Estimated Quantity Unit Cost Item Total 515 Waterproofing (Membrane) SY 212 601 Class 5 Finish SF 771 601 Concrete, Class B (Bridge) CY 136 601 Concrete, Class D (Bridge) CY 87 602 Reinforcing Steel LB 7789 602 Reinforcing Steel (Epoxy Coated) LB 21902 603 12 Inch Reinforced Concrete Pipe LF 4 603 18 Inch Ductile Iron Pipe with 1'-8" Ductile Iron Sleeve LF 43 604 Manhole (48") (H=5') EA 1 604 Inlet, Type R (L=5') (H=5') EA 1 606 Bridge Rail (Concrete) LF 51 606 React 350 Impact Attenuator EA 1 608 Concrete Sidewalk (6 inch) SY 23 608 Concrete Curb Ramp (6 inch, Mod) SY 9 609 Curb, Type 4 (Section B, Mod) LF 52 609 Curb and Gutter, Type 2 (Section 1113) LF 38 618 Pre -Stressed Concrete Slab (Depth 6" to 13") SF 1058 626 Mobilization LS 1 630 Construction Traffic Control LS 1 Page 2 of 2 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410Bid Bond 00420Statement of Bidder's Qualifications 00430Schedule of Subcontractors 7/96 Section 00410 Page 1 SECTION 00410 KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and Surety, are hereby held and firmly bound unto the City of Fort Col as OWNER, in the sum of $ for the payment of truly to be made, we hereby jointly and severally bind ourselves, assigns. as which, well and successors, and THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, TAFT HILL ROAD BRIDGE OVER NEW MERCER DITCH; Bid No. 5730. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 7/96 Section 00410 Page 2 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: Address: By: Title: ATTEST: By: (SEAL) 7/96 By: Title: SURETY (SEAL) Section 00410 Page 3