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Home My WebLink AboutRESPONSE - BID - 5821 PEDESTRIAN BRIDGE AND BIKE (4)SECTION 00300 BID FORM PROJECT: PEDESTRIAN BRIDGE AND BIKE TRAIL EXTENSION AT OVERLAND TRAIL ROAD AND THE CACHE LA POUDRE RIVER; Bid No. 5821 Place Date 1 161 1pm 1�� 0 2 , n rl� 1. In compliance with your Invitation to Bid dated4 X�6 , aAd sub3'ect to all�lcond't' thereof, the undersigned l .t5%fllltl 6� A j� . a **(Corporation, Lim—miit6d 9 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 ,S L ($ ) 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 furni h the specified per orman&e and payrwnt b ds is as flows. ,—OQPQ- ��M on��Q �p 171 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. 7/96 Section 00300 Page 1 NOV-06-03 THU 03:07 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 02/03 6. Bid Item No. 38 has been added to the revised bid schedule attached as follows. This item was inadvertently missing from the original bid schedule. Information for this item is represented on the plans and the definition of bid item is as follows: Bid Item No 38 — Pedestrian Crossing Measurement. Measurement shall be as a single lump sum item. Payment, Payment will be at the lump sum price and shall include crosswalk striping, pedestrian crossing signs with flashing lights, providing metered electric service to the signs from existing overhead electric lines, buried service conduit, purchase, installation, transportation, location and protection of utilities, and all materials, equipment, and personnel necessary for a complete installation as indicated in the Drawings. Prequalified Suppliers: The following is a complete list of the current prequalified bridge manufacturer as approved by the Owner: Continental Bridge 8301 State Highway 29 North Alexandria, Minnesota 56308 (800)328-2047 BIG R Manufacturing P.O. Box 1290 Greeley, Colorado 80632-1290 (800) 234-0734 Acrow Corporation P.O. Box 812 Carlstadt, New Jersey (201) 933-0450 Wheeler Consolidated 9330 James Avenue South Bloomington, MN 55431 (800)328-3986 ATTACHMENTS Revised Bid Schedule — Addendum 4 U_S Bridge (Ohio Bridge) 201 Wheeling Avenue Cambridge, Ohio 43725 (888) USBRIDGE Steadfast B� ridges 11940 Street N.E. Fort Wayne, Alabama 35967 (800) 749-7515 EXCEL Bridge Manufacturinsa Co- 12001 Shoemaker Avenue Sante Fe Springs, California 90670 (800) 548-0054 If you should have any questions, please contact Jason Stutzman, P.E„ Project Manager at (970) 221-6366, John Stephen, CPPO, Senior Buyer at (970) 221-6777 or Chris Carlson, P.E., C.F.M., Consultant Engineer at (970) 223-5556. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BYA WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum #4 Page 2 of 2 NO`1,-04-03 TUE 04:32 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 01 /02 City of Fort Collins Adudnuistrative Services Purchasing Division CITY OF FORT ADDENDUM BID #5321 PEDESTRIAN BRIDGE AND TRAIL EXTENSION AT OVERLAND TRAIL ROAD AND CACHE LAPOUDRE RIVER SPECIFICATIONS AND CONTRACT DOCUMENTS Bid No. 5821 — Pedestrian Bridge and Trail Extension at Overland Trail Road and Cache LaPoudre River OPENING DATE: November 12, 2003 — 3,00p.m. (Our Clock) To all prospective bidders under the specification and contract documents described above, the following changes are hereby made. SPECIFICATIONS 1. The bid opening date has been changed. The bid will be opened on November 12, 2003 at 3:00p.m. (Our Clock). Clarification to Section 0101011,09, Summary of Work, Regulatory Requirements, Contractor is not responsible for obtaining a 404 permit from the U.S. Army Corps of Engineers (USAGE). Owner will obtain the permit and provide a copy to the Contractor. Contractor shall follow any special provisions of the permit. After discussions with the USACE, it is expected that a nationwide permit will be issued for this project. At this time, construction disturbance to the existing sand barlsland near Pier 1 is not expected to be an issue with the USACE. Contractor must restore all disturbance in the channel bed to existing conditions and existing contours. Disturbance area is limited to the City of Fort Collins' property, Lyons Park access, the permanent easement along the south bank of the river, and construction easements on the Hetzel and Delehoy properties. Reference the property ownership figure included with Addendum 1. Contractor shall take care to protect and minimize construction disturbance to the south bank line, which includes sensitive habitat and the Hyde Natural Area. Disturbance on City of Fort Collins property up to the south Delehoy property line is expected for construction of the bank protection. Disturbance within the construction easement shall be minimized to the extent possible. Trees should be protected except those noted for pruning or removal on the Drawings. If special, unforeseen conditions are placed on the Contractor by the USACE through the 404 permit, a change order will be pursued at that time. FEMA did not require any special conditions for the project. 3. Clarfication to Section 0101 oil .10, Summary of Work, Easements and Rights -of -Way. Reference this section for information regarding limits of construction. Although not shown on the Drawings, minor access may be obtained from the Delehoys through their pasture to the Hyde Natural Area if the work necessitates it. However, there are numerous trees along the south bank that restrict accessing with large equipment or vehicles to the riverbank and this cannot be considered a primary access. Construction easement has not been obtained across the Delehoy's property at this time, but the Delehoys have given verbal permission for access. Any disturbance would require restoration back to existing or better conditions. The primary construction access is from two locations: (1) Lyons Park, which provides access to the channel bed. Equipment may be mobilized along the channel bed, but disturbance should be minimized to the extent practicable. Some equipment can cross under the Overland Trail Road bridge on City of Fort Collins property between the bridge's center pier and north abutment. The roadway bridge must be protected. Clearance should be checked for equipment travel under the bridge. (2) The existing driveway onto the Hetzel property off of Overland Trail Road provides access to both City of Fort Collins property and the construction easement near the north abutment. The channel bed can also be accessed via this route. Page I at D 215 North Mason Street • 2nd Floor • P.O. Box 590 • Fort Collins, CO W522 0580 • (970) 221-6775 • FAX (970) 221-6707 NO11, 04-03 TUE 04:32 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P, 02/02 4. Clarification to Sheets 5, 6, and 7 of the Drawings. The scale for Sheet 5 is 1-inch equals 40 feet. The scale for Sheets 6 and 7 is 1-inch equals 20-feet. 5. Clarification to Section 0252012.06, Portland Cement Concrete Paving, Concrete Mix. Coloring agent shall be Davis Colors of Los Angeles, California, 'Yosemite Brown', 2 lb./sack. 6. Clarification of the color requirements for Riprap and Boulders. All buried riprap and boulders will have no color requirement. All exposed riprap and boulders must be an approved color. Approved colors include tan, brown, dark brown and black. Red or pink rock is not acceptable. The ENGINEER will determine the color of all submitted rock for acceptance. 7. Clarification of materials for Stacked Boulder Retaining Wall. The boulders are NOT required to be sandstone. Approved equals for the boulders will be determined by, but not limited to, the dimensional compliance of each stone per the requirements of the drawings and specifications and color. 8. Clarification of paint material for all steel tube railings to be painted as follows: 1 coat P&L Effecto Rust Inhibiting Primer. 2 coats of P&L Effecto Enamel (Black, flat) 9. The following bridge manufacturers have been pre -qualified by the Owner and added to the bridge suppliers list: EXCEL Bridge Manufacturing Co. 12001 Shoemaker Ave Santa Fe Springs, CA 90670 (800) 548-0054 U.S. Bridge 201 Wheeling Avenue Cambridge, OH 43725 (888) USBRIDGE ATTACHMENTS I. 0104 If you should have any questions, please contact Jason Stutzman, P-E., Project Manager at (970) 221-6366, John Stephen, CPPO, Senior Buyer at (970) 221-6777 or Chris Carlson, P.E., C.F.M., Consultant Engineer at (970) 223-5556. 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 of 2 OCT-30-03 THU 03:36 PM CITY/FT COLLINS, PURCHAS FAX NO, 970 2216707 P,01/01 Administrative Services Purchasing Division CITY OF FORT CO INS ADDENDUM No, 2 BID #5821 PEDESTRIAN BRIDGE BIKE TRAIL EXTENSION AT OVERLAND TRAIL ROAD AND CACHE LA POUDRE RIVER SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5821 Pedestrian Bridge Bike Trail Extension at Overland Trail Road and Cache La Poudre River. OPENING DATE: November 6, 2003, 3:00p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. Clarification to Section 01010/1.09, Summary of Work, Regulatory Requirements. Contractor is not responsible for obtaining a 404 permit from the U.S. Army Corps of Engineers. Owner will obtain the permit and provide a copy to the Contractor. Contractor shall follow any special provisions of the permit. If you have any questions please contact John Stephen, CPPO, Senior Buyer, at 970-221-6777 RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THATTHIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street - 2nd Floor - P.U. Box 580 - Fort Collins, CO 80522-0580 - (970) 221-6775 - FAX (970) 221-6707 u 740 S. Bryant Denver, CO 80210 Phone: 303.778.8381 / Fax: 720-570-1894 Fort Collins Pedestrian Bride and bike Trail Extension at Overland Trail Road and the Cache La Poudre River ATTACHMENT B Types of Projects: Commercial Structural Concrete projects include: Project Name Contract Amount Location Type De Ice Pad J $903,266.40 DIA Concrete Pena Boulevard $193,867.00 DIA Concrete Runway $2,588,632.00 DIA Concrete Currently, Meza has available the following equipment: 1 -John Deer 310E Backhoe 1 - Case 1883 Skidsteer Loader 1 - Caterpillar 928 Front End Loader Small tools: SDS Max Roto Hammer, Demo Saw, SDS Rotory Hammer, Grinders, Skills Saws, Drill Saws, Torch Sets, Generators, Air Compressors, Concrete Vibrator, Measuring Equipment. Compaction Equipment: Jumping Jack, Plate Compactor, Vibratory Roller Background and experience of he principal members of your organization, including officers: Accounting - Martin Vevejoda & Associates., CPA Firm, and Sharon Rogers Office Manager for Meza Construction Management — John Meza, President Estimating Engineering — John Meza, President Construction Quality Control — Cesar Villanueva, Mark Smith, John Meza Labor Relations — Sharon Rogers, Chris Meza Safety — Chris Meza, Mark Smith, Sharon Rogers and L. Renette Rice (Consultants) -1- Mem Construction, Co. A7"lACHMEAYA Work in Progress Report Print Date: 11/141"3 DESCRIPTION OFJOB: STARTING DATECOMPLETION DATE ,�a� J� CONTRACT PRICE (Including Appmced Change Ordess) Connectors Ea st When Bid (Ircluding Cost of Appr.ued Change Onien) Billed m Date IMluding Reminges (Explam Any Dupuh Items) R naisage fi Todate TOTAL COST ATE TOTAL REVISED ESTIMATED COST TO COMPLETE Big Manufacturing US Homes Ped Bridges 03/15/03 04/18/03 x $23,150.00 $19,670.00 $23,150.00 $0.00 $13,627.00 $0.00 C ntax Homes 09/18/03 10/14/03 x $22,280.00 $15,280.00 $22,280.00 $0.00 $10,530.00 $4,000.00 Blackiogton & Decker BDI - Nederland PNR - RTD 08/01/03 11/01/03 x $185,747.10 $142,800.00 $135,000.00 $13,500.00 $95,000.00 $25,000.00 Burlestone, Inc. Budstone/RTD 06/01/03 09/30/03 F x $40,000.00 $33,000.00 $3,860.00 $386.001 $1,663.00 $28,000.00 City & County ofDenver ICity Park Circle/CCD 06/01/03 10/30.03 x 1 $159,150.00 $132,462.00 $143,000.00 $2,680.00 $121,420.00 $4,200.00 Eisenhower 11/16/02 03/22/03 x 1 $285,485.11 $235,546.00 $282,641.50 $2,000.00 $213,137.97 $1,500.00 IHC Buckley AFB 06/01/03 08/30/03 x $205,303.00 $154,108.00 $205,303.00 $0.00 $175,362.00 $0.00 De Ice Pad J (DIA) 08/01/01 08/15/02 x $992,111.00 $756,784.00 $992,111.00 $49,605.00 $785,429.32 $0.00 Pena Boulevard (DIA) 02/01/02 08/01/02 x $229,202.00 $185,075.00 $216,274.00 $10,813.70 $170,000.00 $0.00 Runway (DIA) 04/01/02 07/01/03 x $2,606,990.00 $2,238,010.00 $2,592,990.00 $129,649.00 $1,976,358.00 $7,800.00 Urban Framer/Macdata 05/01/03 05/16/03 x $16,366.00 $121,950.00 $7,265.00 $98,352.00 $16,366.00 $35,400.00 $0.00 $7,265.00 $22,000.00 $0.00 $52,000.00 DIA AirfieldImprovements 07/01/03 12/30/03 x IHC - PCL Terminal Conc 07/31/03 07/31/03 x $5,318.00 $3,900.00 $5,318.00 $0.00 $3,900.00 $0.00 $4,893,052.21 $4,022,252.00 $4,673,693.50 $208,633.70 $3,595,692.29 $122,500.00 TOTALS TOTAL UNCOMPLETED WORK: 122,500.00 SIGNATURE TOTAL UNCOMPLETED WORK BY SUBCONTRACTOR: $0.00 TITLE President REMARKS BONDED: UNBONDED: Cesar Villanueva 7175 West 13th Avenue Lakewood, CO 80215 Meza Construction Company is pleased to have Cesar Villanueva as a key team member as he brings professionalism, experience and the people skills necessary, which enable him to be a valuable addition to MCC. Cesar brings a great history of field experience. He began is career pouring large industrial slabs, which led to an in-depth knowledge of structural concrete. During his time with Luna Construction, Cesar was involved with many bridge replacement projects for Weld, Las Animas, and Larimer Counties. While at Randal & Blake Inc., Cesar continued to broaden his construction skills on such projects as the Windemere Bridge, Wewatta Street Bridge, Dutch Creek and Denver Commons Park. These projects enabled Cesar to expand his role into job management by scheduling crews and suppliers and corresponding with owner representatives. Cesar's work experience is as follows: 2000- Present/Meza Construction Project Manager 1996-2000/Randal & Blake, Inc. (RBI) Cesar went from Carpenter to foreman including Project Management and Scheduling. 1993-1996/Luna Construction Joined Luna as a carpenter's apprentice and rose to a capacity of lead Carpenter and began to operate heavy equipment. 1989-93/Unique Construction Worked in the capacity of Carpenter, working on structural slabs and concrete. 1987-93/Daewoo Construction Worked in the capacity of Carpenter working on post tension slabs, the pouring of slabs, tying rebar, forming and pouring structural walls and decks. CHRISTOPHER J. MEZA 1590 Little Raven Ct.4306 Denver, CO 80210 (303)419-3626 SUMMARY OF QUALIFICATIONS - Excellent communications and oral presentation skills - Proven marketing, public relations and sales skills - Strong project management and organizational abilities - Accomplished leadership, training and team motivation skills - Proficient in most computer applications and platforms WORK EXPERIENCE Meza Construction Company, Vice President (July 14, 2000-present) - For the past year and a half my duties at Meza Construction Company are primarily managerial and financial in scope in addition to establishing Meza's market presence with ongoing marketing efforts. For the past 3 years I have been on the Board of the Academy of Friends which is a not for profit organization. My work has been fully philanthropic, as I've had the opportunity to devote my full energies to charitable work. This has includes, but is not limited to the following: - Public relations and media relations specialist - Assist with developing strategic advice for advancing the cause of the Academy of Friends - Implement public relations campaigns including pitching the media, writing press releases, monitoring the successes of AOF fundraising efforts Independent Mortgage Consultant and Wholesaler (June 93-July 1999) - Responsible for cultivating leads and securing loan application through constant follow-up, personal marketing, public relations and networking efforts - Utilized problem solving skills to package strong application for clients - Managed an underwriting team that processed loan applications - Consulted with perspective home buyers to establish their purchasing ability by assessing credit history and evaluating financial ratios - Secured financing through investment portfolio by complying with each lenders criteria CHRISTOPHER J. MEZA Page 2 Assistant to Small Business, United States Department of Defense/Small Business Management Organization (December 92-May 93) - Monitored Prime Contractors (business with government contracts over $1 M) for their mandated compliance in contracting with small businesses, small minority owned businesses and small woman owned businesses - Provided instruction and guidance to small business owners to help demystify military contracting - Responsible for quarterly audits of Prime Contractors to ensure participation in the Small Business program EDUCATION - University of Colorado - Bachelor of Science in Business Management - Majored in Finance & Management with an emphasis in Political Science - Language skills in Spanish INTERNSHIPS - Assistant to Albert C. Yates, President - Colorado State University - Student Internship with the Office of the Honorable Governor Roy Romer, State of Colorado AFFILIATIONS - Academy of Friends, present - American Red Cross - Student Ambassador for the University of Colorado, Denver - Senator for the Business College, Colorado State University - Associated Students of Colorado State University — Board Member JOHN MEZA UALIFICATIONS Able to lead extensive construction projects from their inception to timely completion whether it involves utility installation, site over -lot grading, the construction of pre -cast and cast -in -place bridges, or curb, gutter and sidewalk installations. Skills include job site supervision, coordination of subcontractors and interaction with owners and architects. EDUCATION B.S. - Construction Management, Colorado State University, Fort Collins, CO 1993 EXPERIENCE July 2000-Present Meza Construction Company President Responsibilities are a culmination of all the experiences below. Primary responsibilities with Meza include estimating, project supervision/management and the daily management operations that are associated with the running of a successful construction company. 1996-2000 Randall & Blake, Inc. Littleton, CO Heavy Construction Superintendent Responsibilities included estimating, job -site supervision, coordination and supervision of subcontractors and liaison to owners and architects. Managed projects worth as much as $9 million. Major projects included: Denver Commons Park Wewatta Street Bridge Relocation Rockmont Park phases I and II Windermere Bridge Gates Crescent Park 1993-1996 Luna Construction Company Denver, CO Estimator/Project Manager Responsibilities included quality control, material testing coordination, construction supervision, coordination of weekly progress schedules and delivery of materials, tracking quantities for production and monthly pay estimates as well as coordination of subcontractors. Estimating responsibilities included take -offs, quantification pricing and bid preparation. Major projects included: 1994 Street Improvements El Rancho Park N Ride Five Points Plaza Entrance Re -design Weld County Bridge Replacement over the South Platte River Crescent Town Center Bridge 1992-1993 City of Fort Collins Fort Collins, CO Field Inspector Fort Collins 1992 Road Maintenance Program. Responsibilties included monthly pay estimates and ensuring that specifications were being met on project. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. J� through !�/_. -- ADDRESS: 8. BID SCHEDULE (Base Bid) 7/96 Section 00300 Page 2 JOHN MEZA Page 2 1989-1992 Siegrist Companies, Inc. Denver, CO Assistant Project Manager/Field Office Worked on projects with combined costs is excess of $4.3 million. Responsibilties included weekly progress schedules, method statements, interaction with state project engineers, cost accounting and tracking, coordinating delievery of materials and scheduling of subcontractors. Major projects included: City of Fort Collins Road Maintenance Taft Hill and Horestooth Road Reconstruction Poudre Canyon/Laramie River Bridge Replacement phone (303) 733-8009 • jmeza@mezaconstruction.com 2531 S. Franklin Street • Denver, CO 80210 KJ MEZA CONSTRUCTION CO. FINANCIAL STATEMENTS (See Accountants' Compilation Report) JUNE 30, 2003 1 CONTENTS Accountants' Compilation Report Financial Statements Balance Sheet Statement of Income Statement of Retained Earnings Statement of Cash Flows Notes to Financial Statements Supolementary Information Schedule of General and Administrative Expenses 2 MARTIN, VEJVODA AND ASSOCIATES WCORPORATED eye A&C *M*t"4 3443 SOUTH GALENA STREET • SUITE 200 DENVER,COLORADO 80231 (303) 338-9277 ACCOUNTANTS' COMPILATION REPORT Board of Directors Meza Construction Co. FAX: (303) 338.9281 - We have compiled the accompanying balance sheet of Meza Construction Co. (an S corporation) as of June 30, 2003, and the related statement of income, retained earnings, and cash flows for the six months then ended, and the accompanying supplementary information contained in the table of contents,. which are presented only for supplementary purposes, in accordance with the Statements of Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. A compilation is limited to presenting in the form of financial statements, information that is the representation of management. We have not audited or reviewed the accompanying financial statements and, accordingly, do not express an opinion or any other form of assurance on it. August 14, 2003 3 LIABILITIES AND STOCKHOLDERS' EQUITY CURRENT LIABILITIES Current Portion of Long -Term Debt - Note 4 Accounts Payable - Trade Billings in Excess of Costs and Estimated Earnings on Uncompleted Contracts - Notes 1 and 2 Accrued Insurance Accrued Payroll and Payroll Taxes Accrued Expenses Total Current Liabilities LONG-TERM LIABILITIES Long -Term Debt, Less Current Portion - Note 4 Due to Stockholder - Note 3 Total Long -Term Liabilities Total Liabilities STOCKHOLDERS' EQUITY Common Stock, $0.01 Par Value; 2,000 Shares Authorized; 1,500 Shares Issued Additional Paid -In Capital Retained Earnings Total Stockholders' Equity TOTAL LIABILITIES AND STOCKHOLDERS' EQUITY See accompanying notes to financial statements. 5 $ 32,165 91,635 15 79,685 364,253 E 6,749 185,484 17,807 10,000 43,294 5,620 268,954 123,800 392,754 443,953 $836,707 MEZA CONSTRUCTION CO. STATEMENT OF INCOME FOR THE SIX MONTHS ENDED JUNE 30, 2003 (See Accountants' Compilation Report) REVENUE FROM CONSTRUCTION - Note 1 E1,105,332 100.0% COST OF CONSTRUCTION 569,813 51.6 GROSS PROFIT 535,519 48.4 GENERAL AND ADMINISTRATIVE EXPENSES - Schedule 332,376 30.1 INCOME FROM OPERATIONS 203,143 18.3 GAIN ON SALE OF ASSETS 742 NET INCOME $ 203,885 18.3% See accompanying notes to financial statements. 0 MEZA CONSTRUCTION CO. STATEMENT OF RETAINED EARNINGS FOR THE SIX MONTHS ENDED JUNE 30, 2003 (See Accountants' Compilation Report) RETAINED EARNINGS - BEGINNING OF PERIOD $160,368 NET INCOME FOR THE PERIOD 203,885 RETAINED EARNINGS - END OF PERIOD $364,253 See accompanying notes to financial statements. 7 MEZA CONSTRUCTION CO. STATEMENT OF CASH FLOWS FOR THE SIX MONTHS ENDED JUNE 30, (See Accountants' Compilation Report) 2003 CASH FLOWS FROM OPERATING ACTIVITIES: Net Income $203,885 Adjustments to reconcile net income to cash provided by (used in) Operating Activities: Depreciation 19,372 Gain on Sale of Assets ( 742) Net Changes in Assets and Liabilities: Accounts Receivable ( 267,439) Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts ( 13,188) Accounts Payable 159,504 Accrued Insurance ( 24,595) Accrued Payroll and Payroll Taxes ( 77,519) Billing in Excess of Costs and Estimated Earnings on Uncompleted Contracts ( 249.530) Accrued Expenses 5,620 Net Cash Provided By (Used In) Operating Activities ( 244,632) CASH FLOWS FROM INVESTING ACTIVITIES: Purchase of Property and Equipment ($ 3,704) Due from Stockholders ( 2,792) Proceeds on House for Sale 166,468 Net Cash Provided By (Used In) Investing Activities 159,972 CASH FLOWS FROM FINANCING ACTIVITIES: Payment of Long -Term Debt ( 3,137) Due to Stockholders 76,900 Net Cash Provided By (Used In) Financing Activities 73,763 NET (DECREASE) IN CASH AND CASH EQUIVALENTS ( 10,897) CASH AND CASH EQUIVALENTS - BEGINNING OF PERIOD 42,281 CASH AND CASH EQUIVALENTS - END OF PERIOD $ 31,384 See accompanying notes to financial statements. .:l MEZA CONSTRUCTION CO. STATEMENT OF CASH FLOWS (CONTINUED) FOR THE SIX MONTHS ENDED JUNE 30, 2003 (See Accountants' Compilation Report) Supplementary Disclosure of Cash Information: Cash Paid During the Period for: Interest $5,284 Supplemental Disclosure of Non -Cash Information: During the six months ended June 30, 2003, the Company incurred debt obligations of $38,914 when it acquired a vehicle, and traded -in a vehicle with a net book value of $26,322 and a loan balance of $26,330. See accompanying notes to financial statements. 0 MEZA CONSTRUCTION CO. NOTES TO FINANCIAL STATEMENTS JUNE 30, 2003 (See Accountants' Compilation Report) 1 Summary of Significant Accounting Policies and Nature of Business Nature of Business The Company is a concrete construction company providing services ranging from heavy to light construction in the state of Colorado. Services provided include earthwork, concrete paving, retaining walls, foundations, and flatwork. Revenue and Cost Recognition The Company recognizes revenues from fixed -price and modified fixed -price construction contracts on the percentage -of -completion method, measured by the percentage of cost incurred to date to estimated total cost for each contract. That method is used because management considers total cost to be the best available measure of progress on the contracts. Because of inherent uncertainties in estimating costs, it is at least reasonably possible that the estimates used will change within the near term. Contract costs include all direct material and labor costs and those indirect costs related to contract performance. Selling, general, and administrative costs are charged to expense as incurred. Provisions for estimated losses on uncompleted contracts are made in the period in which such losses are determined. Changes in job performance, job conditions, and estimated profitability may result in revisions to costs and income, which are recognized in the period in which the revisions are determined. Changes in estimated job profitability resulting from job performance, job conditions, contract penalty provisions, claims, change orders, and settlements, are accounted for as changes in estimates in the current period. The liability, "Billings in Excess of Costs and Estimated Earnings on Uncompleted Contracts," represents billings in excess of revenues recognized. Estimates The preparation of financial statements in conformity with U.S. generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from these estimates. Income Taxes The Company elected to be taxed under the S Corporation provisions of the Internal Revenue Service. As an S Corporation, the stockholder is personally liable for the income taxes on profits generated by the S Corporation. 10 NOV-06-03 THU 03:07 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P,03/03 BID 7#582I BID SCHEDULE — ADDENDUM 4 Bid Item Description Estimated Quantity Unit Unit Price Cost 1 Mobilization and Demobilization 1 LS cev 2 Water Control 1 LS 3 Traffic Control 1 LS V0 elif 4 Surveying 1 LS cd oc 5 Clearing, Grubbing and Stripping 1 LS w6Z20 e 6 Caisson 1, 6-Foot Dia. 25 LF c- co 7 Caisson 2, 6-Foot Die. 25 LF 8 Caisson 3, 4-Foot Dia. 25 LF 9 Caisson 4, 4-Foot Dia. 25 LF ' 10 Caisson 5, 4-Foot Dia. 25 LF c 11 Caisson 6, 4-Foot Dia, 25 LF N� 12 Caisson 7, 4-Font Dia, 25 LF 13 Caisson 8, 4-Foot Dia. 25 LF G ' OCjV- 14 Caisson 9, 4-Foot Dia. 2.5 LF c' e" 15 Pier No. 1 and Pier Cap 1 LS �`� c 41 16 Pier No. 2 and Pier Cap 1 LS 4'4!qc0 cc 17 Pier No. 3 and Pier Cap 1 LS cti o 18 Pier No. 4 and Pier Cap 1 LS dig & d!9cam' 19 Pier No. 5 and Pier Cap 1 LS W 20 Pier No. 6 and Pier Cap 1 LS 60-40 d 21 Pier No. 7 and Pier Cap 1 LS 0O."D 60, c 22 Pier No. 8 and Pier Cap 1 LS 23 Pier No. 9 and Pier Cap 1 LS 24 Abutment A (North Abutment) 1 LS 25 Abutment B (South Abutment) 1 LS 00- c'� 426 2fi Superstructure (154-Feet Span Prefabricated Bride 2 EA 1 �?, 27 Superstructure (50 Feet Span Prefabricated Bride 7 EA� IQmc cd 28 Superstructure (25-Feet Span Prefabricated Bride 1 EA 5, 6 29 Type H Riprap BanK Protection 153 SY 0 r) d 30 Type VH Riprap Bank Protection 771 SY Vrj 31 Colored Concrete Trail (6', 8', and 10' wide) 6621 SF Z 32 Colored Concrete Trail - Channel Trail Section 10' wide 2083 $F / d� �( Z0, V �� 33 Stacked Boulder Retaining Wall 183 LF 34 Modular Block Retaining Wall 271 LF ad c 35 Cast -in -Place Concrete Retaining Wall 148 LF 36 Driven Steel Sheet Pile (Non -cofferdam) 750 SF cJ 37 Restoration 1 LS 8 3edestrian PCrossing 1 LS a c TOTAL BID: $ rig -d r.. � / - rnt"Wa�r=" - MEZA CONSTRUCTION CO. NOTES TO FINANCIAL STATEMENTS (CONTINUED) JUNE 30, 2003 (See Accountants' Compilation Report) 1 Summary of Significant Accounting Policies and Nature of Business (Continued) Cash and Cash Equivalents For the purposes of these financial statements, the Company considers all investments with a maturity of three months or less when purchased to be cash equivalents. Concentration of Credit Risk Financial instruments that potentially subject the Company to a significant concentrations of credit risk consist primarily of cash and contract receivables. The Company's receivables consist entirely from two owners and one represents approximately 80% of the outstanding balance. The Company occasionally has cash in excess of insured limits. The Company maintains the ability to lien projects if collection problems should arise. 2 Costs and Estimated Earnings on Uncompleted Contracts Costs Incurred on Uncompleted Contracts $147,773 Estimated Earnings 53,268 201,041 Less: Billings to Date 205,660 ($ 4,619) Included in the accompanying balance sheet under the following captions: Costs and Estimated Earnings in Excess of Billings on Uncompleted Contracts $ 13,188 Billings in Excess of Costs and Estimated Earnings on Uncompleted Contracts ( 17,807) ($ 4,619) 3 Related Party A stockholder and officer of the Company was owed $91,635 as long-term debt at June 30, 2003. The Company has a receivable of $23,090 from stockholders. 4 _Long -Term Debt A summary of long-term debt, at June 30, 2003, is as follows: Note Payable - Bank - Due in monthly installments of $769 including interest at 6.9%, due June, 2008. $38,914 Less Current Maturities 6,749 Total Long -Term Debt $32,165 11 MEZA CONSTRUCTION CO. NOTES TO FINANCIAL STATEMENTS (CONTINUED) JUNE 30, 2003 (See Accountants' Compilation Report) 4 Long -Term Debt (Continued) Long-term debt matures as follows: Period Ending: June 30, 2004 E 6,749 June 30, 2005 7,230 June 30, 2006 7,746 June 30, 2007 8,298 June 30, 2008 8,891 $38,914 5 Rent The Company leases equipment on a short-term basis. Total rent for the period is $54,282. 6 Working Capital and Current Ratio The Company's working capital and current ratio are as follows: Working Capital Current Ratio $397,500 2.48 12 SUPPLEMENTARY INFORMATION 13 MEZA CONSTRUCTION CO. SCHEDULE OF GENERAL AND ADMINISTRATIVE EXPENSES FOR THE SIX MONTHS ENDED JUNE 30, 2003 — (See Accountants' Compilation Report) GENERAL AND ADMINISTRATIVE EXPENSES Automobile Expense $ 10,452 Contributions 274 Depreciation 19,372 — Dues and Subscriptions 300 Employee Benefits 9,498 Insurance 115,245 — Interest 5,284 Legal and Accounting 14,514 Licenses and Permits 180 - Miscellaneous 219 Office Supplies and Expense 3,745 Rent 4,755 Repairs 111 Small Tools 681 Taxes 132,448 Telephone and Utilities 9,834 Training and Education 90 Travel and Entertainment 5,374 TOTAL GENERAL AND ADMINISTRATIVE EXPENSES $332,376 See accompanying notes to financial statements. 14 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Meza Construction Qnmpany as Principal, and North American Specialty Insurance Company as Surety, are hereby held and firmly bound unto the City of.Fort Collins, Colorado, as OWNER, in the sum of $5% - Five Percent* for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. *of the Total Amount Bid 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, PEDESTRIAN BRIDGE AND BIKE TRAIL EXTENSION AT OVERLAND TRAIL ROAD AND THE CACHE LA POUDRE RIVER, Bid No. 5821. 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 02 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 12th day of November , 2003, 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, SURETY Name:Meza Construction Company North American Specialty Insurance Company Address:740 S. Bryant _ 0 I MI � - XBy: C .y Title: ATTEST: BY: --- 2591 N. Dallas Parkway, Suite 503 Frisco TX 75034 By: Title: Sue Wood, Attorney -in -Fact (SEAL) 7/96 Section 00410 Page 03 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of Arizona and having its principal office in the City of Itasca, Illinois, each does hereby make, constitute and appoint: SARAH FINN, SHERYLL SHAW, NICOLE L. McCOLLAM DOUG KOELTZOW, ROBERT L. COHEN, SUE WOOD and ROBERT J. REITER jointly or severally Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of. TEN MILLION (10,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 240'of March, 2000: "RESOLVED, that any two of the President, any Executive Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." �V tw ununi ll � U prrrN �"IWON,�° • By i s SIAf n ! gg�yys 1a73 )y_ y31N�1�c . h ................. ,.� Paul D. Amstutz, President @ Chief Executive Onlcer of Washington International Insurance Company & Vitt President of North Amerkan SpecWtylnsvrance Compony GRPORIITE _ aSIEAL AAIlOMh �hpfJJflF1IlatN��`�\ * ♦a 13y Mnrrpp�a Steven P. Anderaon, Executive Vice President of Washington International Insurance Company k Vice President or North American Specialty Insunnm Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington Intemational Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 14 day of January 2003 . North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Du Page ss: On this 14 day of January , 2003 before me, a Notary Public personally appeared Paul D. Amstutz , President and CEO of Washington Intemational Insurance Company and Vice President of North American Specialty Insurance Company and Steven P. Anderson Executive Vice President of Washington Intemational Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. /Yasmin A. Patel, Notary Public I, James A. Carpenter , the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington Intemational Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 12 tray of November , 2003 . James A. Carpenter, Vice President & Assistant Secretaryof Washington Intemalio al h sammee Company&. Assistant Seoetary ofNrmh American Specialty Insurance Company TOTAL OF BASE BID $ gF5, S(?_Z� 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: Signature Date .11 Title (Seal - Attest: Telephone \3m - 7 Is -bg 7/96 Section 00300 Page 4 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: 2. Permanent main office address: 3. When organized: 01p— l l -, WWo 4. If a corporation, where incorporated: 5. How many years have you been en aged in the contracting business under your present firm or trade name?� 6. Contracts on hand: (Schedule these, showing the amount of each contract and th appr rrigateanticipated dates of completion.) A- 7 . G neral character �1f�Wo�rk performed by your company: 8. Have you ever failed to complete any Work awarded to you? 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 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 Yype of construction. 12. List your major equipment available for this contract. vU q 13. Experience in construction Work similar in importance to this =tl'y� 8 14. Background and experience of the principal members of your organization, incrludin of�fyice�rs, : 15. Credit available: Si[�Q DO 0t/), /J 16. Bank reference l _ f yt ,�0 64 17. Will you, upon request, fill out a detailed financial statement and furnish any othe i formation t at may be required by the OWNER? - 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and sta e? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time? �fl If DETAIL yes, 7/96 Section 00420 Page 2 21. WbAA .are the limits company? 22. What are your public liability? DETAIL `'ss bonding limitations? %�Q�(J ,1 W?U � 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 .!%. C)OC71�YO this day of %%(. )JA1 2o03 State of County of being duly swo n deposes and says that he is of 0 An OI y1q �y �- (oP and that (name of organization) " Y" the answers to the foregoing questions and all statements therein contained are true and correct. Sij.bscribed and sworn to before me this day of 2 ��PEtON "Olp N tary Public ��' V40TARy�`" My commission expires 7/96 0 UBL.IC � flQ- `: c � My Com^iss;nn E- .;. Section 00420 Page 3 c SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 150 of the contract. ITEM SUBCONTRACTOR Awl 7/96 Section 00430 Page 1 NOV-06-03 THU 03:06 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 01/03 Administrative Services Purchasing Division �A CITY OF FORT COLL ADDENDUM No, BID #6821 PEDESTRIAN BRIDGE AND TRAIL EXTENSION AT OVERLAND TRAIL ROAD AND CACHE LAPOUDRE RIVER SPECIFICATIONS AND CONTRACT DOCUMENTS Bid No, 5821 — Pedestrian Bridge and Trail Extension at Overland Trail Road and Cache LaPoudre River OPENING DATE: November 14, 2003 — 3:00 p.m. (Our Clock) To all prospective bidders under the specification and contract documents described above, the following changes are hereby made. SPECIFICATIONS Clarification to Section 01010/1.22 Summafy of Work. Restoration. and Section 02960. Landscape Work. As stated in Section 01010/1.22A, Contractor shall return all areas disturbed by the Work to their original or better conditions in both function, topography, and appearance. All replacement vegetation shall be of the same kind as disturbed unless otherwise approved by Owner. For example, wetlands shall be restored as wetlands (1:1 area ratio minimum), willows restored with willows, grass with grass. A seed mixture is included in Section 01010/1.228 for dry land grass restoration. Plant warranty and tree protection standards are included in Section 02950. Restoration also includes topography. Unless otherwise indicated by proposed contours in the Drawings, Sheet 2 of 23 (Site Plan), the topography of all disturbed areas shall be restored to match existing topography subject to the maximum permissible deviation from aliqnment and elevation as specified in Section 01010/1.16, Summary of Work, Construction Survey, which is 0.10 feet. 2. Modification to the Drawings Sheet 7 of 23 (General Plan of Structure). Abutment B Section G-G. The detail currently indicates hand railing to be extended beyond the bridge structure and Abutment B along the concrete trail. Hand railing is not required along the concrete trail at this location. 3. modification to the Drawings Sheet 4 of 23 (Site Details). Detail 4, Typical Handrail Detail. and Section 05522/2,01 Steel Railings, Structural Steel. Painted steel handrail was called out in several locations along the concrete trail. Detail 4 on Sheet 4 of 23 calls for the handrail to be 1 %z-inch O.D. Handrail size may also be Schedule 40 steel pipe diameter, 4. Clarification to Section 02469/2.01, Sheet Piling and Cofferdams. Sheet Piles. Steel sheet piling shall be a corrugated steel sheeting nongalvanized interlocking type, at least 4.2 mm (8 gage) in thickness with a section modulus of at least 16 cubic inches per linear foot, and conform to ASTM A 857/A 857M, Grade 36 minimum, or ASTM A 328/A 328M. 5, 02852/7.02, Pre -fabricated Superstructure. Quality Certification. All proposed suppliers Shall have current AISC Simple Steel Bridge or Major Steel Bridge certification. Suppliers without AISC Major Steel Bridge certification must provide documentation of at least five (5) successful bridge projects using 150-foot or greater spans in addition to those requirements described in Paragraphs 1.020 and 1.02E. Addendum 94 — 215 North Mason Street • 2rnd Floor • P.O. Box 580 • Fort Collins, CO 80522 0580 • (970) z21�i775 •FAX (970) 221-6707