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Home My WebLink AboutRESPONSE - BID - 5730 TAFT HILL ROAD BRIDGE OVER NEW MERCER DITCH (6)SECTION 00300 BID FORM PROJECT: TAFT HILL ROAD BRIDGE OVER NEW MERCER DITCH; Bid No. 5730 Place / 07` Date p p -c_ 1. In compliance with your Invitation to Bid dated % and subject to all conditions thereof, the undersigned a **{Cornrrratio�n, 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 certifiej or cashier's check or standard Bid bond in the sum of Is �O /3�p/ A-2y".4 41j— ($ 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 furnisthe, spe�rified performance and pa ment bonds is as follows: T/S/C ,[iiy�fN C'D .s//DO E /�/✓°Si 901i fdUI.P.�/. 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 undersi ned Bidder hereby acknowledges receipt of Addenda No. through. — 7/96 Section 00300 Page 2 JLI UJ 4c IUL LULI III vl I urI LIVLLMO, IUIMIM) rnn 11U. ofu cciolul r.UJ/L9 from the abutments and hung from the bridge deck. Casing spacers shall be installed and shall be non-metallic and molded in segments for field assembly without any special tools. The casing spacer polymer shall have a minimum compressive strength of 3,000 psi and shall have full length, integrally molded skids extending beyond the bell of the carrier pipe. Spacers shall be spaced a maximum of eight (8) feet apart along the length of the carrier pipe with one casing spacerwithin two (2) feet of each side of a pipe joint and the rest evenly spaced. End seals shall be installed after the insertion of the carrier pipe into the casing. The end seals shall be 1 /8" thick synthetic rubber end seals_ METHOD OF MEASUREMENT Subsection 603.11 shall include the following: Casing spacers, end seals, hangers, steel casing pipe and modifications to the north drop manhole including fitting replacements, concrete cutting and patching, etc. will not be measured separately and will be subsidiary to Item 603, 8-inch PVC SDR 35 Pipe w/ 20-inch Steel Casing Pipe. BASIS OF PAYMENT Subsection 603.12 shall include the following: Pay Item 12-inch Reinforced Concrete Pipe, Class III 8-inch PVC SDR 35 Pipe w/ 20-inch Steel Casing Pipe 3 Pay Unit Linear Foot Linear Foot ocr-ua-uc IUC Ir-II rll u1li/rl UULLMO, rMUnrlo MA nU. t)W CLIUIUI r,U4/I4 ADDENDUM NO. 1 REVISION OF SECTION 604 MANHOLES, INLETS AND METER VAULTS Section 604 of the Standard Specifications is hereby revised for this project to include the following: MATERIALS The following shall be added to Section 604.02 The new manhole shall meet the City of Fort Collins Water Utilities Standards and shall be a flat top shallow manhole. The maximum distance from finished grade to the top of flat slab top shall be 16 inches and the maximum distance from finished grade to the first step shall be 28 inches. METHOD OF MEASUREMENT The following shall be added to Section 604.06: All modifications necessary to the manhole and drop structure north of the bridge to install a new sanitary sewer line, including fittings, will not be paid for separately and will be subsidiary to Item 603, 8-inch PVC SDR 35 Pipe w/ 20-inch Steel Casing Pipe, BASIS OF PAYMENT Subsection 604.07 shall include the following: Pay Item Pay Unit Manhole 48 inch (5 ft) Each Inlet, Type R (L = 5 ft) (H = 5ft) Each 17 JCr-uo-UC fun 1C.1I rn u111/1`1 uUL1-1110, rurcunna rnA nu. alu cciofu( r.uDi14 ADDENDUM NO. 1 REVISION OF SECTION 606 GUARDRAIL Section 606 is hereby added to the Standard Specifications for this project as follows. - MATERIALS Subsection 606.02 shall include: The bridge rail is a reinforced concrete structure on each side of the new bridge as shown on the plans. Concrete used in the bridge rail shall be Structural Concrete, Class D (Bridge). BASIS OF PAYMENT Subsection 606.06 shall include: P_ a r Item Pay U i Bridge Rail LF 5 ULI UV UL Jul_ 1L111 III V111/I I VVLL1110I IUIIVIM0 Intl IIU, JIU LLIUIUI I,UU/14 ADDENDUM NO, 1 PLAN REVISIONS SHEET 3 — SUMMARY OF QUANTITIES • Item 207, Topsoil — revise quantity to 10 cy • Item 603, 12 inch Reinforced Concrete Pipe - revise item to "12 inch Reinforced Concrete Pipe, Class III" • Item 603, 8 Inch Ductile Iron Pipe with V-S" Ductile Iron Sleeve — revise to "8 inch PVC SDR 35 Pipe with V-8" Steel Casing" • Item 604, Manhole, 48" — add "(H = 5')" • Item 606, React 350 Impact Attenuator — delete SHEET 14—SUPERSTRUCTURE DETAILS • Delete reference to "React 350 Impact Attenuator" SHEET 15 — APPROACH ROADWAY DETAILS (Plan) • Change note regarding "8 inch Ductile Iron Pipe with V-8" Ductile Iron Sleeve" to "8 inch PVC SDR 35 Pipe with V-8" Steel Casing" • Remove note regarding "Proposed ROW" on bottom of Plan • Remove note regarding "React 350 Impact AttenuatoC ADD: • SHEET 15A — Sanitary Sewer Elevation (8.5 x 11 page) • SHEET 15B —Sanitary Sewer Details (8.5 x 11 page) • City of Fort Collins Standard Shallow Manhole with Flat Top If you have any questions please contact John Stephen, 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. JGr-UJ-UL WE UL-10 r11 U111/rl UULL1110, rURUnrio MA 11U, Ulu LL101U1 r,U1/Ul Adnd.nistrative Services Purchasing Division CITY OF FORT COLLINS ADDENDUM No. 2 BID #5730 TAFT HILL ROAD BRIDGE OVER NEW MERCER DITCH SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 95730 Taft Hill Road Bridge Over New Mercer Ditch To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made_ OPENING DATE CORRECTION: THE CORRECT OPENING DATE IS SEPTEMBER 10, 2002, 3:OOP.M. (OUR CLOCK). If you have any questions please contact John Stephen, 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. 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 ,r�J Northern Area Office 1401 Riverside Ave., Suite 3 Fort Collins, CO 80524 (970) 493-9006 • FAX (970) 493-9022 STATEMENT OF BIDDER'S QUALIFICATIONS 1. BIDDER: TARCO, Inc. 2. ADDRESS: 1401 Riverside Ave., Suite 3, Ft. Collins, Colorado 80524 3. HOME OFFICE: 4781 W. 58th Ave., Arvada, Colorado 80002 4. WHEN ORGANIZED: November 17, 1977 5. STATE OF CORPORATION: Colorado 6. YEARS IN CONTRACTING BUSINESS UNDER PRESENT FIRM NAME: 24 Years 7. CONTRACTS ON HAND: Please see attached "Major Work In Progress" 8. GENERAL CHARACTER OF WORK PERFORMED: Earthwork, underground utilities, concrete structures, trucks and loaders. 9. HAVE YOU EVER FAILED TO COMPLETE ANY WORK AWARDED: No 10. HAVE YOU EVER DEFAULTED ON A CONTRACT: No 11. RECENTLY COMPLETED MAJOR PROJECT: Please see attached "Major Completed Projects" 12. MAJOR EQUIPMENT AVAILABLE: Please see attached "Equipment List' 13. EXPERIENCE IN SIMILAR WORK: Please see attached "Sampling of Completed Projects By Type" 14. BACKGROUND AND EXPERIENCE OF PRINCIPAL MEMBERS: Please see attached resumes. 15. CREDIT AVAILABLE: $50 Million 16. BANK REFERENCES: Bank of Denver 572-3600 Warren Culpepper Colo Natl. Bank 585-4180 Kelly Condon 17. LIST LICENCES CURRENTLY HELD: Please see attached "Schedule of Licenses and Permits" 18. LIMITS OF PUBLIC LIABILITY: $2 Million aggregate; $1 Million occurrence 19. COMPANY'S BONDING LIMITS: $50 Million An Equal Opportunity Employer Northern Area Office 1401 Riverside Ave., Suite 3 Fort Collins, CO 80524 (970) 493-9006 • FAX (970) 493-9022 MAJOR COMPLETED PROJECTS Cherrywood Filing 3 & 5 Richmond American Homes Gerald Montgomery Overlot Grading 220-4403 $296,509.35 Completion: 01/01 Waterton Road Alignment Sunset Management Alan Fishman Grading and Paving 303-904-1430 $623,810.00 Completion: 01/01 Warren Farms Infrastructure Warren Farms Den Co., LLC. $1,044,023.40 Completion: 01/01 Rock Creek Ranch Filing 21 & 23 ; Richmond American Homes Overlot Grading $996,273.15 Completion: 01/01 Crofton Park Village Homes Res. Overlot & Subexcavation $821,814.18 Completion: 02/01 Stonegate Filing #14 Westerra Stonegate Overlot Grading $963,436.30 Completion: 02/01 Burt Boothby 303-779-9009 Gerald Montgomery' 303-220-4403 Ron Hettinger 795-1976 Phil Luna 303-706-7862 An Equal Opportunity Employer '4 + . t jj ;. 1t l � 3 /ivti5�.1 �.b = >a :.:;b: * 4781 West 58th Avenue Arvada. Colorado 80002-7009 (.303) 429.2221 0 FAX (303) 429.0051 CREDIT APPLICATION COMPANY: TARCO, Inc, BILLING ADDRESS: P.O. BOX 1047, ARVADA. CO 80001 STREET ADDRESS'. 4781 W. 58TIP AVE., ARVADA, CO 80002 PHONE NUMBER: (303) 429-2221 FAX NUMBER: (303) 429-0051 STATE INCORPORATED: COLORADO YEAR INCORPORATED:1977 TYPE OF BUSINESS: CONSTRUCTION FEDERAL ID #: 84-1326421 NAME OF PRINCIPALS: TODD E. THOMAS PRESIDENT V. MARC THOMAS SECRETARY/TREASURER REFERENCES: WAGNER EQUIPMENT COMPANY PHONE: (3031 739-3000 P.O. BOX 17620 DENVER, CO 80217-0620 BANK: J.W. BREWER TIRE CO./TDS PHONE: (303) 422-2300 DEPT. 530 DENVER, CO 80291-0530 LINDEN COMPANY ,\ - PHONE: (303) 756-6700 4100 E. MISSISSIPPI AVE.. SUITE 900 DENVER, CO 80246 U.S. FILTER 1910 381H STREET DENVER, CO 80202 PHONE: (303) 292-1112 THE BANK OF DENVER . PHONE: (303) 572-3600 1534 CALIFORNIA STREET DENVER, CO 80202 CONTACT: WARREN CULPEPPER --ACCOUNT # _ _ 02-0404-6 WE CERTIFY.THATALL THE INFORMATION ON THIS FORM IS CORRECT. SIGNED: TITLE: Pr si nt DATE: tune 1 200' P.O. BOX 1047 • ARVADA. COLORADO 80001.1047 An Equal Opportunity Employer THE LINDEN COMPANY February 2, 2001 RE: Tarco, Inc. To Whom It May Concern: We handle the surety bonds for Tarco, Inc. and feel they are one of the premier heavy contractors in the Rocky Mountain Region. Tarco, Inc. is an efficiently run and financially solid organization. They enjoy an excellent relationship with the owners, architects and suppliers with whom they have worked. We highly recommend them as a very competent and reliable contractor. Tarco, Inc. is capable of providing single bonds in excess of $20,000,000.00 with an aggregate program of $60,000,000.00. If we may be of further assistance or provide any additional information, please do not hesitate to contact us. Sincerely, Florietta Acosta Account Representative 4100 East Mississippi Avenue Suite 900 Denver, CO 80246 CO Lic.: RPA00099636 CA Lic.: OB 18058 303-756-6700 303-756-7700 Fax 800-437-4256 Northern Area Office 1401 Riverside Ave., Suite 3 Fort Collins, CO 80524 (970) 493-9006 • FAX (970) 493-9022 The full name, title, address, and telephone of the principle members of TARCO, Inc. who are interested in this bid are: Todd E. Thomas President V. Marc Thomas CEO, Secretary/Treasurer John West Executive Vice President Alan Copeland V.P. Operations Jeff Copeland V.P. Admin./Controller Loring Knutson Northern Area Manager 5513 Salvia Ct., Golden, CO 80403 (303)277-1541 2438 Keystone Dr., Evergreen, CO 80439 (303)670-0353 14716 Osage Ct., Westminster, CO 80020 (303)255-9477 6717 W. 95`h Place, Westminster, CO 80021 (303)430-9816 5506 S. Olathe Lane, Aurora, CO 80015 (303)699-9288 4625 Regency Dr., Fort Collins, CO 80526 (970) 226-5164 Please see the attached resumes with employment history and qualifications for the above officers. An Equal Opportunity Employer I 0 g o Sc . CONTRACTOR ADDRESS: �• C50C BID SCHEDULE (Base Bid) Please use the attached Bid Schedule when submitting your bid. 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. (Seal - Attest RESPECTFULLY SUBMITTED: Signature Date Title License Number (If Applicable) if B' s by corporation) Address T, 0. &DX_ l 0%-�7 6VL6'"-, CD 0o001 Telephone T-u3 1-y^7 ZZZ t- 361-0 Z. 7/96 Section 00300 Page 2 AR , I NC., WA ohs' "1 511 s ' 4781 West 58th Avenue Arvada, Colorado 80002-7009 (303) 429-2221 0 FAX (303) 429-0051 TODD E. THOMAS CONSTRUCTION EXPERIENCE POSITION: President and Chief Operating Officer CONSTRUCTION AND RELATED EXPERIENCE: 23 Years PRIMARY FUNCTION: $60 - $65 million year Direct the day-to-day operations of the company formulating plans and policies to achieve overall corporate objectives, insuring profitable growth, and fulfilling company's commitment to the community. Create, approve and implement broad corporate policies, procedures, and organizational structure. Establish and monitor short-term and long-range plans consistent with overall profit and growth objectives. Provide key management direction to top executive and supervisory personnel motivating managers to function as a cohesive organization. Provide advice, guidance, and direction to carry out major plans and procedures consistent with Board established policies. Monitor and analyze operating results of the company relative to established objectives and insure that corporate performance is satisfactorily maintained. Insure the adequacy and soundness of the company's financial structure, taking appropriate steps to correct unsatisfactory conditions. Encourage the development of dynamic company spirit, exemplifying fairness, creativity, integrity, and healthy aggressiveness while producing maximum benefit to the employees, clients, and the community. PRIOR EXPERIENCE: 1975 Stanley Structures (Summer) Concrete Beds and Labor 1976 Stanley Structures (Summer) Concrete Beds, Form Shop Labor, and Carpenter 1977 Conley Lott & Nichols Parts Department 1978 to Present TARCO, Inc. As Vice President of Operations, duties included overall supervision of production and maintenance. Responsible for operations, including mechanics, oilers, foremen and superintendents. Hired as mechanic's helper, promoted to oiler, equipment operator, foreman, General Superintendent of Earthmoving, Vice President of Production and Maintenance, and currently President and Chief Officer of Operations as experience increased. P.O. BOX 1047 • ARVADA. COLORADO 80001-1047 An Equal Opportunity Employer 4781 West 58th Avenue Arvada, Colorado 80002-7009 (303) 429-2221 0 FAX (303) 429-0051 V. MARC THOMAS CONSTRUCTION EXPERIENCE POSITION: Chief Executive Officer, Secretary, Treasurer CONSTRUCTION AND RELATED EXPERIENCE: 23 Years RESPONSIBILITIES: Including, but not limited to: finances, marketing, client relations, bidding, project management, major decisions regarding policies/procedures involving bonding, insurance, equipment, purchasing. PRIOR EXPERIENCE: 1977 to Present TARCO, Inc. Previously served as Vice President/Secretary/Treasurer, where primary responsibility was to direct marketing and estimating efforts for the company. Started as equipment oiler, promoted to operator, foreman, manager, Vice President and currently to Chief Executive Officer, Secretary/Treasurer as experience and knowledge increased. P.O. BOX 1047 • ARVADA, COLORADO 80001-1047 An Equal Opportunity Employer r A C , INC, s ' • ' '� ' 4781 West 58th Avenue Arvada, Colorado 80002-7009 (303) 429-2221 • FAX (303) 429-0051 ALAN COPELAND CONSTRUCTION EXPERIENCE POSITION: Vice President of Operations & Safety CONSTRUCTION AND RELATED EXPERIENCE: 25 Years RESPONSIBILITIES: Schedule work, materials, equipment, labor; coordinate events with clients; train and direct work. Investigate accidents, finalize work compensation and accident claims; train managers in company policies and procedures. PRIOR EXPERIENCE: 12/73 to 1/84 Utility Foreman 1/84 to 4/87 Truck & Loader Superintendent 4/87 to 6/92 Utility Superintendent 6/92 to 3/94 Project Manager at D.I.A. 3/94 to Present Vice Pres. of Operations 12/96 to Present Vice Pres. of Operations & Safety MAJOR PROJECTS: Denver International Airport E-470 C-470 Highway 93 Bypass Evergreen Parkway Melody Homes Pulte Homes Richmond Homes Meadows at Westwood Waste Management Landfills B.F.I. Landfills P.O. BOX 1047 • ARVADA, COLORADO 80001-1047 An Equal Opportunity Employer is M& ✓' y �nri�Ern�i��i�rG +�'��tr �caTn�k�;; 4781 West 58th Avenue Arvada, Colorado 80002-7009 1 1 • 11 CONSTRUCTION EXPERIENCE POSITION: Vice President of Administration /Controller CONSTRUCTION AND RELATED EXPERIENCE: 26 Years RESPONSIBILITIES: Coordinate all accounting functions and office administration; responsible for timely and accurate financial reporting to owner, bonding company and financial institutions; manage all annual audits; movement of cash in a profitable manner; oversee corporate insurance program. PRIOR EXPERIENCE: 10/72 to Present Controller P.O. BOX 1047 • ARVADA. COLORADO 80001-1047 An Equal Opportunity Employer KacUo� ti JOHN F. WEST ' ��' �-.�• raw 4781 West 58th Avenue Arvada, Colorado 80002-7009 (303) 429-2221 • FAX (303) 429-0051 CONSTRUCTION EXPERIENCE POSITION: Executive Vice President CONSTRUCTION AND RELATED EXPERIENCE: 27 Years RESPONSIBILITIES: General management functions including oversight of work procurement, production and overall company administration. Act in concert with the Company owners in developing and implementing strategic plans, identifying and establishing new or complementary markets, and instituting policies and procedures. Actively manage and preserve our current relationships with clients, vendors, subcontractors, outside agencies and support firms while developing new relationships as identified by our strategic plans. Serve on behalf of the Owners as an initial point of contact with the current TARCO management staff in the areas of performance reviews, salary recommendations, grievances, training, promotions, and termination's. Recruit and train new personnel in accordance with current demands and in anticipation of strategic opportunities. PRIOR EXPERIENCE: 1977 to 1983 Flatiron Paving Company 1983 to 1997 Flatiron Structures Company, LLC Operations manager for construction operations in traditional Rocky Mountain area market. Supervised the on -site project construction and management teams on projects within this geographic area. Started as an equipment operator and progressed through the roles of foreman, estimator, project manager, and area manager prior to final responsibilities as operations manager. MAJOR PROJECTS: Bromley Lane, Colorado Dept. of Transportation Briargate Interchange, CDOT Prospect Street over Poudre River, Larimer County, Colorado Littleton Railroad Depression, CDOT Santa Fe Relief Route, New Mexico DOT Lawyer's Canyon Bridge, Idaho DOT I-25 @ 58`h Avenue, Phase II, III and IV, CDOT El Rancho Interchange, CDOT 201h Street Depression and HOV Lanes, RTD MAC Line, Light Rail Corridor, Phase II, RTD Denver International Airport, Pena Blvd. 40`h to 641h Avenue P.O. BOX 1047 • ARVADA. COLORADO 80001-1047 An Equal Opportunity Employer ''A -CO ANAto Northern Area Office 1401 Riverside Ave., Suite 3 Fort Collins, CO 80524 (970) 493-9006 • FAX (970) 493-9022 LORING R. KNUTSON P.E. CONSTRUCTION EXPERIENCE POSITION: Northern Area Manager CONSTRUCTION RELATED EXPERIENCE: 24 Years RESPONSIBILITIES: General management functions of the Northern Area office including oversight of work procurement, production and overall administration. Participation in the Senior Management Team to develop and implement strategic plans, identify and establish new or complementary markets, and institute Policies and procedures. Actively manage and preserve relationships with clients, vendors, and subcontractors, outside agencies and support firms while developing new relationships as identified by our strategic plan. PRIOR EXPERIENCE: 1977 to 1979 Wyoming Highway Department 1979 to 1984 Com Construction Co. 1984 to 2000 Lafarge Wide range of experience including Project Engineer, Estimator, Project Manager, Division Manager, and Regional Construction Specialist. As Project Engineer for the State of Wyoming my duties included supervision of contractors operations to verify conformance with plans and specifications. Also managed surveying and quality assurance personnel. Experience with private construction firms includes project cost development, scheduling, project administration, budgeting, planning, and employee management. MAJOR PROJECTS: Grand Junction Airport Runway and Taxiway Rehab Various Subdivisions — Grand Junction Area I-80 Rehab East and West of Laramie Various Subdivisions — Fort Collins Area Front Range Airport Runway and Taxiway Construction I-25 Rehab — Colorado City North and South 1-25 Rehab — Owl Canyon to Wyoming Line Eagle County Airport — Runway Rehab I-70 Eagle to Colorado River 1-70 Eisenhower Tunnels to Silverthom An Equal Opportunity Employer Tarco, Inc. Equipment List CLASS DESCRIPTION NuMSEN IN (LENT q 111 CAT 8158 COMPACTOR 2 112 CAT 825B/C COMPACTOR 4 113 REX/CMI 335/355 PACTOR 8 116 CAT CP563 ROLLER 1 117 DYNAPAC CA151 1 120 BE GEE SCRAPER BOX 1 121 CAT 613B SCRAPER 3 122 CAT 623E SCRAPER 1 123 CAT 627F SCRAPER 6 124 CAT 631E SCRAPER 6 125 CAT 633C/D SCRAPER 11 126 CAT 633E SCRAPER 3 127 CAT 637D/E SCRAPER 20 140 ROME DISC 7 151 KOMATSU 400 EXCAVATOR 4 152 KOMATSU 300 EXCAVATOR 3 153 CAT235C EXCAVATOR 1 154 CAT 225B/D 2 155 CAT 330 EXCAVATOR 2 156 CAT 325 EXCAVATOR 1 157 KOMATSU 220 EXCAVATOR 1 158 KOMATSU 600 EXCAVATOR 1 161 J D 710D BACKHOE 3 163 J D 4100 BACKHOE 3 164 J D 310E BACKHOE 1 165 KOMATSU W150 BACKHOE 1 180 CAT 6318/C/D WATERWAGON 12 Tarco, Inc. Equipment List CLASS I DESCRIPTION II xurMu u IN ruET II 201 1 R AIR COMPRESSOR 6 280 BROCE BROOM 1 320 PAVERS 3 370 KUBOTA L4200 TRACTOR 1 371 CAT 980G LOADER 1 372 CAT 9660 LOADER 2 373 J D 644G LOADER 2 374 CAT 950A/B/E/F 13 375 SKID STEER 7 376 CAT 963 TRACK LOADER 1 377 CAT IT14 LOADER 1 378 JOHN DEERE 624G LOADER 2 378 KOMATSU WA320 LOADER 1 379 VOLVO L120C LOADER 2 422 GROVE RT745 CRANE 2 480 LULL 844 RT FORKLIFT 1 920 LIGHT TRUCK/ PICKUP 102 930 FUEULUBE TRUCKS 7 931 SINGLE AXLE WATER TRK 2 932 TANDEM AXLE WATER TRK 9 933 MECHANIC TRUCKS 8 934 FLATBED/FORM TRUCKS 18 935 TRACTORS BELLY/END 9 936 TRACTORS LOWBOY 2 940 VAN TRAILERS 21 941 BELLY DUMP TRAILERS 5 942 END OUMP TRAILERS 3 Tarco, Inc. Equipment List CLASS DESCRIPTION II UMBER IN 943 LOWBOY TRAILERS 2 944 FUEL TRAILERS 5 947 CARGO/UTILITY TRAILERS 9 952 CAT 09N DOZER 1 953 CAT D8L/R DOZER 3 954 CAT D6H DOZER 2 955 CAT D5H DOZER 2 956 CAT D10N/R DOZER 2 957 CAT D3B DOZER 1 961 CAT 824C WHEEL DOZER 1 962 J D 8960 TRACTOR 1 963 J D 9300 TRACTOR 4 981 CAT 140G/H MOTORGRADER 13 982 J D 772CH MOTORGRADER 1 983 CAT14H MOTORGRADER 1 EQUIPMENT LIST CITY DESCRIPTION CAPACITY/SIZE 1 DYNAPAC CAI 51 COMPACTOR 66" PAD FOOT 1 CATERPILLAR CP563 COMPACTOR 84" PAD FOOT 7 REX/CMI 335 COMPACTORS 1 REX 355 COMPACTOR 2 CATERPILLAR 815B COMPACTORS 4 CATERPILLAR 825E COMPACTORS 1 ARROW HYDRA -HAMMER 3 WACKER DOUBLE DRUM WALK -BEHIND COMPACTORS 1 McCOY DOUBLE DRUM STATIC PULL -BEHIND COMPACTOR40,000 LBS 1 WESTINGHOUSE SINGLE DRUM STATIC PULL BEHIND COMPACTOR 1 BE -GE SCRAPER BOX 3 CATERPILLAR 613B/C SCRAPERS 11 CY 1 CATERPILLAR 623E SCRAPER 20 CY 10 CATERPILLAR 627F/G SCRAPERS 20 CY 6 CATERPILLAR 631E SCRAPERS 30 CY 14 CATERPILLAR 633C/D/E SCRAPERS 32 CY 22 CATERPILLAR 637D/E SCRAPERS 30 CY 2 CATERPILLAR 225B/D EXCAVATOR 1 WITH THUMB ATT. 1 CATERPILLAR 235C EXCAVATOR WITH HYD. BREAKER 1 KOMATSU PC220LC EXCAVATOR 3 KOMATSU PC300LC5/6 EXCAVATOR 2 CATERPILLAR 330B EXCAVATOR 4 KOMATSU PC400LC EXCAVATOR 1 KOMATSU PC600LC-6 EXCAVATOR 1 KOMATSU W150 TRACTOR/BACKHOE W/ COMPACTION PLATE 1 JOHN DEERE 310D TRACTOR/BACKHOE W/ COMPACTION PLATE 5 JOHN DEERE 410D/G TRACTOR/BACKHOE W/ COMPACTION PLATE 1 JOHN DEERE 710D TRACTOR/BACKHOE W/ COMPACTION PLATE 8 PORTABLE WATER TANKS 10,000/12,000 GAL. 12 CATERPILLAR 631B/D WATER WAGONS 8,000/10,000 GAL. 1 GEHL SL5635 SKID STEER 4 CASE 1845C SKID STEER 2 BOBCAT G773T SKID STEER 1 KUBOTA L4200 LANDSCAPE TRACTOR W/ MOWER ATT. 1 CATERPILLAR IT-14 LOADER 1.6 CY 1 CATERPILLAR 950A LOADER 3.5 CY 2 JOHN DEERE 624H LOADERS 3.5 CY 1 KOMATSU WA320 LOADER 3.5 CY 11 CATERPILLAR 950B/E/F LOADERS 4.0 CY 2 JOHN DEERE 644G LOADERS 4.0 CY 2 VOLVO L120C LOADERS 4.0 CY 2 CATERPILLAR 966D LOADERS 4.5 CY 1 CATERPILLAR 980G LOADER 7.5 CY 1 CATERPILLAR 963 TRACK LOADER 2.6 CY 2 GROVE RT745 HYD. CRANES 45 TON 1 LULL 844C ALL -TERRAIN FORKLIFT 8,000 LB. 1 LULL 1044C ALL- TERRAIN FORKLIFT 10,000 LB SECTION 00400 SUPPLEMENTS TO BID FORMS 00410Bid Bond 00420Statement of Bidder's Qualifications 00430Schedule of Subcontractors 7/96 Section 00410 Page 1 CITY DESCRIPTION CAPACITY/SIZE 1 CATERPILLAR D313 DOZER W/RIPPER 1 CATERPILLAR D5H DOZER W/RIPPER 1 CATERPILLAR DSHLGP DOZER WIWINCH 1 CATERPILLAR D6H DOZER W/RIPPER 1 CATERPILLAR D6HLGP DOZER W/RIPPER 3 CATERPILLAR D8UR DOZER W/RIPPER 1 CATERPILLAR D9N DOZER W/RIPPER 2 CATERPILLAR D10N/R DOZER W/RIPPER 1 CATERPILLAR 824C RUBBER TIRED DOZER 1 JOHN DEERE 8960 ALL WHEEL DRIVE TRACTOR 4 JOHN DEERE 9300 ALL WHEEL DRIVE TRACTOR 7 ROME CONSTRUCTION DISC-S 13 CATERPILLAR 140G/H MOTORGRADERS W/RIPPERS 14' MB 1 JOHN DEERE 772CH MOTORGRADER W/RIPPER 14' MB 1 CATERPILLAR 14H MOTORGRADER W/RIPPER 14' MB 2 KENWORTH TRACTORSITRAILKING LOWBOYS 65 TON 3 MACK TRACTORS W/ FRUEHAUF ROCK TRAILERS 25 CY 6 MACK TRACTORS W/ LOADKING BELLY DUMPS 20 CY 9 TANDEM AXLE WATER TRUCKS 3500 GAL 2 SINGLE AXLE WATER TRUCKS 2000 GAL 12 STACKABLE TRENCH BOXES 1 VERMEER V430 TRENCHER 36" DEEPTH 1 VERMEER 1250 BRUSH CHIPPER 3 FELCO BEDDING CONVEYORS 5 INGERSOL-RAND 185 PORTABLE AIR COMPRESSORS 1 CLIPPER CONCRETE SAW 1 BROCEBROOM 1 PUTZMEISTER P30 GROUT PUMP 1 ONAN PORTABLE GEN SET 30KW 5 AMIDA PORTABLE GEN SETS 15 KW 1 MULTI -QUIP GEN SET 25 KW 12 PORTABLE LIGHT PLANTS 7 KW 1 HYDRO -STATIC TEST UNIT 1 CHERNE AIR TEST UNIT 2 PUMPMASTER 10" HURRICANE PUMPS 1 GORMAN-RUPP 10" TRASH PUMP 3 GORMAN-RUPP 6" TRASH PUMP 3 GORMAN-RUPP 4" TRASH PUMP 14 GORMAN-RUPP 3" ELEC. SUBMERSIBLE PUMPS 1 FLYGHT 3" SEWAGE PUMP 1 READ RD-90 PORTABLE SCREEN 1 CLARK AL3015G CONCRETE CONVEYOR 1 SPOILVAC 500 POTHOLE VACUUM 1 GOMACO 6300 SLIPFORM PAVER TRIM TO 10' 1 GOMACO 3200 SLIPFORM PAVER TRIM TO 42" 1 ALLEN 7260 BRIDGE DECK PAVER 105' MAX Northern Area Office 1401 Riverside Ave., Suite 3 Fort Collins, CO 80524 (970) 493-9006 • FAX (970) 493-9022 SCHEDULE OF LICENSES AND PERMITS City of Arvada City of Aurora City of Brighton City of Broomfield City/County of Denver County Of Douglas Town of Erie City of Lakewood City of Littleton City of Louisville City of Thornton City of Westminster State of Colorado Federal Employer ID: 84-1326421 Colorado Withholding: 10-29713 General Municipal L00-005 ROW Earthwork A07505 ROW Trenching Al 1164 ROW Concrete Al 1161 Sales Tax/Bus. Lic. 037450 Level D Contractor 167 Class C Contractor C2000-1364 Sewer SC-0168 Excavation 90424 D — Cone. & Found. 21564 Plumbing P-402 General Contractor 2000-118 Excavator 2000-220 Municipal 3430 Misc. D-15 D15045 Municipal 00575 Earthmovinv'Utility A00033067/1052 Class D Contractor 59166 State of New Mexico Classification: GA-98, GF-1, GF-2, GF-3, 029378 G F-4, G F-3, G F-6, G F-8, G F-9 0110i/0I I1/02/00 08/01/01 08/01/01 12/31 /00 10/ 181,00 12/31/00 12/31/00 12/31/00 05/31 /01 08/31 /01 12/31/00 1?'31 /00 06/21/01 05/21/01 12/31r00 03/20/01 03/31"01 03/30/02 An Equal Opportunity Fmpluycr Aurora Sports Park Phase II Valley Crest Earthwork & Box Culverts $412,108.00 Completed: 07/01 Piney Creek Village Piney Creek Village, LLC & Richmond Homes Earthwork & Erosion Control $1,003,781.30 Completed: 07/01 Pace St. Box Culvert Melody Homes $391,944.00 Completed: 07/01 Westmoor Technology Infrastructure Countrydale Metro District Site Development $1,383,866.85 Completed: 07/01 Willow Springs 15 — Falcon Ridge Moorcal Properties Turnkey Development $829,482.00 Completed: 07/01 Lambert Ranch Road Improvements Phase 1 . Valley Development Group, LLC Road Improvements $390,405.25 Completed: 07/01 Murphy Creek Filings 1-6 Alpert Companies Overfot Grading $897,950.00 Completed: 07/01 Bayside Circle GLH Construction Water, Sewer, Underdrain, Storm Sewer $225,508.32 Completed: 07/01 Tim Hearlihy (303)841-8400 Stephen Prokopiak (303) 573-0066 Tim Kratz (303)466-1831 Dave Seagraves (303) 892-1111 Wendell Tucker (303)763-5774 , Stan Brown - (303) 972-4919 Larry Summers (303) 525-4566 Greg Hughes (970) 674-0440 CADocumenls and Settings\Swright\Local Settingffemporary lntemet Files\OLK6\MJRCOMPPROJ.doc Murphy Creek Fil. 5 Sub -Excavation Ryland Homes Sub -Excavation $384,320.00 Completed: 07101 Castlewood Ranch 38B Utilities Castlewood Ranch LLC Utilities $344,458.00 Completed: 07/01 Castlewood Ranch Planning Area 28 Castlewood Ranch LLC Utilities & Concrete Structures $444,226.00 Completed: 07/01 Castlewood Ranch Area "A Castlewood Ranch LLC Sanitary, Water, & Storm $446, 000.00 Completed: 08/01 Washington Center Carmel Construction, Inc. Earthwork, Utilities & Structures $1, 896,134.80 Completed: 08/01 Savannah Melody Homes Subdivision $366,842.52 Completed: 08/01 River Run Filing #4 Melody Homes Subdivision $353,089.80 Completed: 08/01 Willow Springs Filing #5&6 Willow Springs North, LLC Turnkey Subdivision $1,513,500.00 Completed: 09/01 Pat Quaranta (303) 220-0232 Larry Reichert (303) 773-2887 Larry Reichert (303) 773-2887 Larry Reichert (303) 773-2887 Tim Kratz (303)466-1831 Steve Kornbrust (303) 694-1992 CADocuments and Settings\Swright\Local Settings\Temporary Intemtt Fi1es\OLK6\MIRCOMPPROJ.doc Turkey Creek Bridge Chimney Rock Metro Dist. Box Culvert $360,348.50 Completed: 10/01 Saddle Rock Ridge Filing #3, Phase 3 U.S. Homes Utilities & Structures $1,254, 947.00 Completed: 10/01 Big Dry Creek East of Huron Westminster, City of Box Culvert & Excavation $457,443.95 Completed: 10/01 Skyline Estate Bridge Melody Homes $376,236.75 Anticipated Completed: 10/01 Highlands Ranch Filing 122-T Ryland Homes Sub -Excavation $392,938.00 Completed: 10/01 Jewell Gardens Cedar Crest Overlot grading, Utilities, Asphalt paving $520,951.00 Completed: 10/01 Romar West Romar Mirage LLC $5,449,203.85 Completed: 11/01 Bill Klaess (303) 355-7706 Chad Hammell (303) 779-6100 Sheila Beissel Tim Kratz (303) 466-1831 Pat Quaranta Tony Bourg (303)813-9979 Stephen Mimnaugh (303) 986-2222 Lambert Ranch Road Improvements Phase 3 Valley Development Grp, LLC Stan Brown Road Improvements (303) 972-4919 $314,535.00 Completed: 11/01 CADocuments and Settings\Swright\Local Settings\Temporary Intemet Fi1es\OLK6\MARCOMPPROJ.doc Castlewood Ranch #47 Castlewood Ranch, LLC Install Sanitary, Water, and Storm $575,515.25 Completed: 11/01 Circle Point Corporate Center Catellus Earthwork $326,000.00 Completed: 11/01 Lone Tree Apartments Carmel Contractors, LLC Commercial $687,987.10 Completed: 11/01 Larry Reichert (303) 773-2887 Gardiner Hammond 303-980-7726 Deann (303)691-3221 1999 Storm Drainage Wildcat Reserve Parkway & Culvert 20 Highlands Ranch Metropolitan District Forrest Dykstra Storm Drainage & Culvert 303-791-0430 $411,869.00 Completed: 01/00 River Run III Melody Homes Tim Kratz Overlot Grading 303-466-1831 $303,150.25 Completed: 01/00 Rocking Horse Farms Tuscany Properties, LLC Overlot Grading, Channel & Utilities $557,602.40 Completed: 01/00 Eagle Valley Replat Melody Homes Earthwork $433,536.00 Completed: 02/00 Tamarisk Filing #2 City of Lakewood Overlot Grading $299,041.90 Completed: 02/00 Joe Hope, Neal Boucher Reno Cappelli 303-216-2443 Tim Kratz 303-466-1831 Ron Hettinger 303-795-1976 CADocuments and Settings\Swright\Local Settings\Temporary Intemet Fi1es\OLK6\MJRCOMPPROJ.doc ARV Congregate Care Facility Adolfson & Peterson Construction Sewer, Water & Storm $518,648.70 Completed: 04/00 Red Rocks Country Club Red Rocks Country Club Golf Course Revisions $740,481.73 Completed: 04/00 Spyglass Writer Over Excavating $396,892.50 Completed: 04/00 Saddle Rock Ridge East #3 Phase 1 U.S. Home Subdivision — Utilities $1,264,043.00 Completed: 05/00 Word of Life Christian Center Hector Johnson Turnkey Overlot $449,257.60 Completed: 05/00 102" RCP — Phase 2 Drainage City of Broomfield Storm Drainage $1,655,345.00 Completed: 05/00 Willow Springs #2 Willow Springs Ranch, LLC Subdivision $378,338.00 Completed: 05/00 U.S. Highway #6 In Merino Colorado Department of Transportation Bridge Demolition & Rehabilitation $2,441, 956.42 Completed: 05/00 Don Lamphere 303- 363-7101 Bill Klaess 355-7706 Joe Sewell 303-522-7071. Varnell Roberts 779-6100 Steve Kombrust 694-1992 Brad Pierce 970-522-0481 CADocuments and Settings\Swright\Local Settingffemponry Intemet Fi1es\0LK6\MJRC0MPPR01.doc Parkwood Subex Melody Homes $289,634.20 Completed: 06/00 Castle Pines Filing #16 Village Homes Overlot Grading $309, 517.74 Completed: 06/00 Tallyn's Reach Filing #3 Carma Dev. Subdivision Utilities $629,203.90 Completed: 06/00 Savory Farms BGD II, Co Overlot Grading $318,012.00 Completed: 06/00 Castlewood Ranch Earthwork Area 38A, 38B, & 39 Castlewood Ranch LLC Earthwork $297,197.50 Completed: 07/00 Sunrise Ridge Clusters US Homes Utilities $397,733.00 Completed: 08/00 Preserve #7 8r 8 Koelbel & Company Overlot Grading' $329,368.60 Completed: 08/00 Sugar Creek Melody Homes Overlot Grading $287,517.00 Completed: 10/00 Tim Kratz 303-466-1831 John G 795-1976 Rick Hassett 303465-5591 Keith Neale 303-758-3500 Tim Kratz 303-466-1831 C:\Documents and Settings\Swright\Local Settings\Temporary Intemet Fdes\OLK6\MJRCOMPPROJ.doc Harvest Park Subdivision Writer Homes $356,081.75 Completed: 10/00 40th Ave. Phase 1 Metro District Grading $350,905.00 Completion: 11/00 Bromley Park Filing #6 The Bromley Company, LLC Overlot Grading $764,163.44 Completed: 11/00 Old Tom Morris Road Extension (Murphy Creek) Murphy Creek Metro. District Earthwork, Utilities & Structures $1, 379,746.47 Completed: 11/00 Meadows Filing 11, Parcel 6 Jim Burczyk 303-799-4100 Mike Serra 303-371-9000 Steve Sabeff 773-1005 Larry Summers US Homes Chad Hamel Utilities & Structures 303-779-6100 $590,906.00 Completed: 11/00 Saddle Rock Ridge East Filing #3 - Phase 2 US Homes Chad Hamel Utilities 303-779-6100 $592,492.00 Completed: 11/00 Castle Pines North Filing #14, Phase I & 11 Village Homes John G. Overfot Grading 303-795-1976 $342,487.52 Completed: 11/00 Jefferson Corporate Center Filing 6 Sunset Management Alan Fishman Turnkey Commercial Site 303-904-1430 $863,341.00 Completed: 11/00 CADocuments and Settings\Swright\Local Settings\Temporary (ntemet Files\0LK6\MIRC0MPPR0I.doc Hidden River Filing #12 Richmond Homes Matt Diebel/Jack Hoagland Earthwork; Concrete & Riprap 303-773-2727 $604,505.90 Completed: 12/00 Castle Pines North Detention Pond Continental Homes Troy Detention Pond & Channel Improvements 303-7794100 $550, 000.00 Completion: 12/00 Castlewood Ranch Filing #39 Castlewood Ranch, LLC Larry Reichert Grading & Utilities 303-773-2887 $1, 302,477.50 Completion: 12/00 Songbird Skyland Development Norm Montgomery Sub Excavation 303-792-0102 $559,166.00 Completed: 12/00 Stroh Ranch #9 Filing A Melody Homes Tim Kratr Overlot Grading 303-466-1831 $430,801.28 Completion: 12/00 Westmoor Technology No. 7 Calcon Construction Kindra Finnei Site Development 762-1554 $470, 993.60 Completion: 12/00 RB-3 East & West Stream Stabilization Superior Metropolitan District #1 Chris Castelli Riprap & Structures for Stabilization 303-458-5550 $324,905.80 Completed: 12/99 40th Avenue Phase 1 Sand Creek Metro District Mike Sirra Grading 303-371-9000 $350,905.00 Completed: 11/99 CADocuments and Settings\Swright\Local Settings\Temporary lidemet Fi1es\OLK6\MJRCOMPPROJ.doc SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 0 (i(J c7� �%f• j� �� •Z 3. When organized: % �17 4. If a corporation, where incorporated: C 5. How many years have you been engaged co�p��ingbu$iness under your present firm or trade name? ffjj fie'' 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of com�plettion.) /1 // c — 7. General character of Work performed by your <company— — B. Have you ever failed to complete any Work awarded to you? N �/ 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? �Q If yes list agency name. 7/96 Section 00420 Page 1 1FA&RCO, INC. -iIC - • Az' - Northern Area Office 1401 Riverside Ave., Suite 3 Fort Collins, CO 80524 (970) 493-9006 • FAX (970) 493-9022 MAJOR WORK IN PROGRESS Murphy Creek Mississippi Utilities Murphy Creek Metro. Dist. Water Sanitary, Storm Sewer, & Earthwork $852,050.50 Anticipated Completion: 12/01 Original Completion: 11/01 Murphy Creek Curb & Gutter Filing 1,3, & 4 Richmond Homes Curb & Gutter $741,543.00 Anticipated Completion: 12/01 Original Completion: 11/01 Eagle Ridge M.J. Gertsch Sanitary & Water $496,471.25 Anticipated Completion: 12/01 Original Completion: 11/01 Willow Brook Village Homes Earth & Concrete Work $988,365.34 Anticipated Completion: 12/01 Original Completion: 11/01 Raleigh Ridge T.C. Properties Earthwork, sanitary, storm & water $683,917.65 Anticipated Completion: 12/01 Original Completion: 08/01 Larry Summers (303) 770-0200 Kent Pederson (303) 220-4482 M.J. Gertsch (303) 638-0651 Brian Groves (303) 795-1976 Cy Butte (303) 255-3517 An Equal Opportunity Employer 4 Mid Cities Metro CM/GC Mid Cities Metro District Construction Management Services $12, 000, 000.00 Anticipated Completion: 12/01 Original Completion: 12/00 Murphy Creek Curb & Gutter Fil. 1,3, & 4 Richmond American Homes Curb & Gutter $741,543000 Anticipated Completion: 12/01 Original Completion: 10/01 Little Dry Creek Flushing Structure Farmers Highline Canal Box Culverts & Outlet Structure' $438,100.00 Anticipated Completion: 12/01 Original Completion: 12/01 U.S. 36 East Interchange City of Broomfield Highway Interchange & Infrastructure $18,000,000.00 Anticipated Completion: 12/01 Original Completion: 12/00 Quail Valley Melody Homes Subdivision $446,183.12 Anticipated Completion: 12/01 Original Completion: 12/01 Phase 1 Christrensen Rd. Cheyenne Leads Construct New Road $512,570.00 Anticipated Completion: 12/01 Original Completion: 12/01 Watson Lane Watson Lane, LLC Clear & Grub, Earthwork, & Utilities $337,498.00 Anticipated Completion: 01/02 Original Completion: 11/01 Ken Tribbey 688-5620 Kent Pederson (303) 220-4482 Curt Aldstadt Wally Abel (303) 635-2299 Tim Kratz/Scott Siordahl (303) 466-1831 Jack Crews (303) 637-6017 Lonnie Phelps (303) 795-2834 CSU — Master Storm Drain Ph. II CSU — Purchasing Dept. Flood Proofing & Storm Drain $1,602, 398.84 Anticipated Completion: 01/02 Original Completion: 01/02 Lowe's Retail Store EMJ Corp. Earthmoving, underground Utilities, & Concrete Str $2,8000,000.00 Anticipated Completion: 02/02 Original Completion: 02/02 Eagle View Skyland Meadows Turnkey — Earthwork, Utilities, Structures $2,885,274.14 Anticipated Completion: 02/02 Original Completion: 02/02 Canterberry Crossing Fil. 24 & 26 Canterberry Crossing Metro. Dist. II Box Culvert & Storm Sewer $461,546.00 Anticipated Completion: 03/02 Original Completion: 03/02 Rock Creek #21 Subex for Lots $271,000.00 Anticipated Completion: 03/02 Original Completion: 03/02 Murphy Creek Filing 4,5 & 6 DR Horton Utilities, Storm, Sanitary, and Water $1,447,262.00 Anticipated Completion: 04/02 Original Completion: 11/01 State Farm Holder Construction Company Excavation, Utilities, (Sewer, Water, Storm) $836,400.00 Anticipated Completion: 04/02 Original Completion: 11/01 Jim Stoddard (970)491-0138 Drew (972) 580-1210 Bill Swalling (303) 858-0250 Bob Blogett (303) 779-4520 Kevin Berryhill (303) 220-4403 Joe Sewell (303)799-0034 Scott Sheeler (970)350-0565 Coyote Creek Filing 3 Lifestyle Homes Residential Subdivision $854,227.19 Anticipated Completion: 04/02 Original Completion: 11/01 Stetson Hills Bridge @ Sand Creek U.S. Homes $1, 360,923.04 Anticipated Completion: 04/02 Original Completion: 04/02 Cherry Creek Spillway Trail City of Aurora 10' Bike Path $388,375.00 Anticipated Completion: 05/02 Original Completion: 10/01 Coyote Creek Filing 2 Lifestyle Homes Residential Subdivision $735,064.25 Anticipate Completion: 05/02 Original Completion: 10/01 Woodlands Filing #10 Terrabrook Turnkey Development $4,852,007.80 Anticipated Completion: 07/02 Original Completion: 07/02 Willow Springs Filing 5-1 Willow Springs, LLC Turnkey Subdivision $987,115.50 Anticipated Completion: 07/02 Original Completion: 07/02 Dan Gongloff (970) 353-1331 Pat Hartmann (719) 638-2940 Pat Hoppe (303) 739-7437 Dan Gongloff (970) 353-1331 Greg Epp (303) 706-7869 Bill Klaess (303)355-7706 East 56th Ave. Design Build JR Engineering Const. Roadway $1,797,447.25 Anticipated Completion: 10/02 Original Completion: 10/02 SH 74 & CR 73 Intersection Jefferson County Bridge, Retaining Walls, Sewer, Water, Storm, Intersection Impvt.'s $3,885,142.46 Anticipated Completion: 11/02 Original Completion: 11/02 Aaron Clutter (303) 740-9393 Dixie Shear (303)271-8483 City of Fort Collins September, 2002 Taft Hill Road Bridge Over New Mercer Ditch Description Unit Estimated Quantity Unit Cost Item Total 5202jRemoval earing and Grubbing LS of Structure LSa Semoval of Sidewalk SY 35 31i �D ' �S 202 Removal of Curb and Gutter LF 86 /,/D f3 9-5 202 Removal of Inlet Box EA 1 ///•�3 �3 202 Removal of Manhole EA 1 ��Sy�j GD o? S<•G O i 202 Removal of Sanitary Sewer Pipe LF 43 j �d 330 0,0 202 Removal of Storm Sewer Pipe LF 9 a//a/ 3 ,D9/ 7 202 Removal of Fence LF 73 j� // sh//.D 3 202 Pavement Removal SY 138 �$p 1 203 Unclassified Excavation (CIP) CY 10 203 Embankment (CIP) CY 10 206 Structure Excavation CY 1064 al OF-3 a31 �a7• /2 206 Structure Backfill (Class 1) CY 665 -7 - 54raj� GG s %O 207 Topsoil CY 260 Y &I, 208 Silt Fence LF 381 3 --Z 212 Seeding (Native) ACRE 0.1 / G ✓9�0 i G 3 j' SO Mulching (Hydraulic) ACRE 0.1 304 304 Aggregate Base Course (Class 6) CY 25 977 501 Steel Sheet Piling (Type 2) SF 1440 -�:75 •37 73G 503 Drilling Caisson (24 inch) LF 780 Page 1 of 2 City of Taft Hill Road Bridge Fort Collins Over New Mercer Ditch September, 2002 Item No. Description Unit Estimated Quantity 212 771 136 87 Unit Cost Item Total 515 waterproofing (Membrane) 601 Class 5 Finish 601 Concrete, Class B (Bridge) 601 Concrete, Class D (Bridge) SY SF CY CY - — -- -- $ z��•p9 3 / 003 602 Reinforcing Steel LB 7789 a � 602 Reinforcing Steel (Epoxy Coated) 603 12 Inch Reinforced Concrete Pipe LB LF 21902 4 I �� /�� ice% y3 l 7� 603 8 Inch Ductile Iron Pipe with 1'-8" Ductile Iron Sleeve 604 Manhole (48") (H=5') 604 Inlet, Type R (L=5') (H=5') 606 Bridge Rail (Concrete) 606 React 350 Impact Attenuator LF EA EA LF EA 43 1 1 51 1 2,�/� �a p �93 72JI 7.3 gyp? �s7 �'� ' 608 Concrete Sidewalk (6 inch) SY 23 �3 '5 608 Concrete Curb Ramp (6 inch, Mod) SY 9 609 Curb, Type 4 (Section B, Mod) 609 Curb and Gutter, Type 2 (Section 118) 618 Pre -Stressed Concrete Slab (Depth 6" to 13" 626 Mobilization 630 Construction Traffic Control LF LF SF LS LS 52 38 1058 1 ��.,�/� /> �� G 7 2o. A44V- SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned Taico. Inc. as Principal, and St. Paul Fire and Marine Insurance Company as Surety, are hereby held and firmly bound unto Zhe City of Fort Collins Colorado as OWNER, in the sum of $_SR of Kmat Bid ----- fqrthe 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 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 OUCH; 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 HONE) 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 10th day of, September 2002, 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: Tarco Address: P.O. Boa 1047 ATTEST: (SEAL) 7/96 SURETY St. Paul Fire and Marine Insurance Company 2000 S. Colorado Blvd., Suite 2-480 Denver CO 80217-5220 By:Q Florietta Acosta,.. Title: Attorney-ln-Fact (SEAL) Section 00420 Page 3 7heStPaul POWER OF ATTORNEY Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company Power of Attorney No, 23399 United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Certificate No. 1370277 t37O277 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Frank C. Penn, DiLynn Guem, Pamela J. Hansen, Kevin W. McMahon, Don R. Broyles, Donald E. Appleby, Gloria C. Blackburn, Florietta Acosta and Kristen L. McCormick of the City of Denver State Colorado Den , their true and lawful Auomey(s)-in-Fact, , each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 1st day of 2002 Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St. Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company 27 S SE —A i V,SZaLL.' af4A{OMI® � Se AL/ j�S8AL:'i `� f888 � 19%i 79Jrt JOHN F. PHINNEY, Vice President dl — - tatrN ��. A+/ ANI State of Maryland City of Baltimore THOMAS E. HUBREGTSE, Assistant Secretary On this 1st day of July 2002 , before me, the undersigned officer, personally appeared John F. Phinney and Thomas E. Huibreglse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. e`44pE "^EY In Witness Whereof, I hereunto set my hand and official seal �� pOTgRY $ ,, ueuc f My Commission expires the 13th day of July, 2002. SAE CRV REBECCA EASLFY-ONOKALA, Notary Public 86203 Rev. 7-2000 Printed in U.S.A. 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. , 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14 Background and experience of the principal members of your organization, 15. Credit available: $ 16. Bank reference: f_` �C 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? --5�f 2627 1- If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Cpy�tract? If yes, and to what perwcg n of total optract;� /..5 whom? 1„ZS �Qi/��4; , / w Q 20. Are any lawsuits pending against you or your firm at this time? /1/6 If DETAIL yes, 7/96 Section 00420 Page 2 Ridge @ West Meadows Campus Alliance Construction Scott Joslin Grading & Riprap (970) 482-7722 $295,467.00 Completion: 02/01 Rock Creek Filing #22 Richmond American Homes Gerald Montgomery Storm Sewer (303) 220-4403 $413,727.00 Completion: 05/01 Sunrise Ridge Offsits Phase I U.S. Home Varnell Roberts Right of Way Road Improvements (303) 779-6100 $1,557,764.00 Completion: 05/01 Red Hawk Filing #2 US Home Corporation Varnell Roberts Turnkey Subdivision (303) 779-6100 $3,299,916.20 Completion: 05/01 Willow Run Shopping Center Turnkey Tom Oldenburg/Mark Campbell Earthwork, Utilities, Landscaping, C&G, Asphalt (303) 534-1040 $2,974,778.00 Completed: 07/01 Filing #27 Lynx Custom Lots North Pines Development, Inc. Chris Fellows $1,600,000.00 (303) 795-9900 Completed: 07/01 Rocking Horse Farms 11 Tuscany Properties, LLC Joe Hope Overlot Grading, Channel, &Utilities (303) 216-2443 $1,122,144.00 Completed: 07/01 Lambert Ranch Road Improvements Phase II Valley Development Group, LLC Stan Brown Road Improvements (303) 972-4919 $279,158.05 Completed: 07/01 C:\Documents and Settings\SwrighaocW Settmgs\Temporary Intemet Fi1es\0LK6\WRC0MPPR0I.doc cemetery property unless directed by the City. A potential staging area is the vacant lot on the SW corner of LaPorte Avenue and Taft Hill Road. Property owner contact is Ken Scavo, (970) 481-9004. SC-7.4 Coordination A. Add the following language to Paragraph 7.4 of the General Conditions: The following Work will be performed by the City of Fort Collins or others: • Construction surveying • Asphalt pavement material and installation • Pavement striping • Removal and reset of signs • Water line lowering • Traffic loop installation The Contractor will allow one week in his schedule for the installation of asphalt pavement by others at the completion of each bridge stage. The Contractor will allow one week in his schedule for water line lowering at the completion of the demolition of the east side of the existing bridge structure. ADDENDUM NO. 1 REVISION OF SECTION 603 CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised for this project as follows: MATERIALS Section 603.02 of the Standard Specifications is hereby revised for this Project to read as follows Pipe is manufactured from PVC compound meeting the requirements of cell class 12454-B as defined by ASTM D-1784, Standard Specifications for Rigid Poly(Vinyl Chloride) (PVC) Compounds. Sanitary sewer pipe and fittings shall conform to ASTM D 3034 with integral bell gasketed joints. Rubber gaskets shall be factory installed and conform to ASTM F 477. Pipe joints shall conform to ASTM D 3212. Pipe shall have a wall thickness corresponding to dimension ratio SDR-35 with a minimum pipe stiffness of 46 PSI. The steel casing pipe shall be spiral welded or smooth -wall seamless, consisting of grade "B" steel with a minimum yield strength of 35,000 psi and manufactured in accordance with ASTM A139 and A283. The pipe wall thickness shall be a minimum of 0.250 inches with beveled ends and prepared for field welding at the circumferential joints. The outside of the casing pipe shall have one coat of zinc chromate primer conforming to Federal Specification TT-86a and afterwards painted with a compatible black paint. The casing pipe shall extend one foot beyond the outside abutment walls and shall be supported within the bridge span with two corresponding steel hangers spaced equally from the abutments and hung from the bridge deck. Casing spacers shall be installed and shall be non-metallic and molded in segments for field assembly without any special tools. The casing spacer polymer shall have a minimum compressive strength of 3,000 psi and shall have full length, integrally molded skids extending beyond the bell of the carrier pipe. Spacers shall be spaced a maximum of eight (8) feet apart along the length of the carrier pipe with one casing spacer within two (2) feet of each side of a pipe joint and the rest evenly spaced. End seals shall be installed after the insertion of the carrier pipe into the casing. The end seals shall be 1/8" thick synthetic rubber end seals. METHOD OF MEASUREMENT Subsection 603.11 shall include the following: Casing spacers, end seals, hangers, steel casing pipe and modifications to the north drop manhole including fitting replacements, concrete cutting and patching, etc. will not be measured separately and will be subsidiary to Item 603, 8-inch PVC SDR 35 Pipe w/ 20-inch Steel Casing Pipe. BASIS OF PAYMENT Subsection 603.12 shall include the following: Pay Item Pay Unit 12-inch Reinforced Concrete Pipe, Class III Linear Foot 8-inch PVC SDR 35 Pipe w/ 20-inch Steel Casing Pipe Linear Foot ADDENDUM NO. 1 REVISION OF SECTION 604 MANHOLES, INLETS AND METER VAULTS Section 604 of the Standard Specifications is hereby revised for this project to include the following: MATERIALS The following shall be added to Section 604.02 The new manhole shall meet the City of Fort Collins Water Utilities Standards and shall be a flat top shallow manhole. The maximum distance from finished grade to the top of flat slab top shall be 16 inches and the maximum distance from finished grade to the first step shall be 28 inches. METHOD OF MEASUREMENT The following shall be added to Section 604.06: All modifications necessary to the manhole and drop structure north of the bridge to install a new sanitary sewer line, including fittings, will not be paid for separately and will be subsidiary to Item 603, 8-inch PVC SDR 35 Pipe w/ 20-inch Steel Casing Pipe. BASIS OF PAYMENT Subsection 604.07 shall include the following: Pay Item Pay Unit Manhole 48 inch (5 ft) Each Inlet, Type R (L = 5 ft) (H = 5ft) Each 11 ADDENDUM NO. 1 REVISION OF SECTION 606 GUARDRAIL Section 606 is hereby added to the Standard Specifications for this project as follows: MATERIALS Subsection 606.02 shall include: The bridge rail is a reinforced concrete structure on each side of the new bridge as shown on the plans. Concrete used in the bridge rail shall be Structural Concrete, Class D (Bridge). BASIS OF PAYMENT Subsection 606.06 shall include: Pay Item Pay Unit Bridge Rail LF 5 ADDENDUM NO. 1 PLAN REVISIONS SHEET 3 — SUMMARY OF QUANTITIES • Item 207, Topsoil — revise quantity to 10 cv • Item 603, 12 inch Reinforced Concrete Pipe - revise item to 12 inch Reinforced Concrete Pipe, Class III" • Item 603, 8 inch Ductile Iron Pipe with V-8" Ductile Iron Sleeve — revise to "8 inch PVC SDR 35 Pipe with V-8" Steel Casing" • Item 604, Manhole, 48" — add "(H = 5')" • Item 606, React 350 Impact Attenuator — delete SHEET 14 — SUPERSTRUCTURE DETAILS • Delete reference to "React 350 Impact Attenuator" SHEET 15—APPROACH ROADWAY DETAILS (Plan) Change note regarding "8 inch Ductile Iron Pipe with V-8" Ductile Iron Sleeve" to "8 inch PVC SDR 35 Pipe with V-8" Steel Casing" Remove note regarding "Proposed ROW" on bottom of Plan Remove note regarding "React 350 Impact Attenuator" M4 • SHEET 15A — Sanitary Sewer Elevation (8.5 x 11 page) • SHEET 15B — Sanitary Sewer Details (8.5 x 11 page) • City of Fort Collins Standard Shallow Manhole with Flat Top If you have any questions please contact John Stephen, 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. 11 Addendem No. 1 City of Fort Collins September, 2002 Taft Hill Road Bridge Over New Mercer Ditch No. E 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 10 208 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 113rilling Caisson (24 inch) LF 780 Page 1 of 2 Addendem No. 1 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 1 Reinforcing Steel LB 7789 602 Reinforcing Steel (Epoxy Coated) LB 21902 603 12 Inch Reinforced Concrete Pipe, Class III LF 4 603 8-Inch PVC SDR 35 Pipe with 20" Steel Casing Pipe LF 43 604 Manhole (48") (H=5') EA 1 604 Inlet, Type R (L=5') (H=5') EA 1 606 Bridge Rail (Concrete) LF 51 608 1 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 116) LF 38 618 Pre -Stressed Concrete Slab (Depth 6" to 13") SF 1058 626 Mobilization LS 1 630 lConstruction Traffic Control LS 1 In Words Page 2 of 2 5070 25'-SV4" ELEV. 5059.53 B.F. ABUT TO B.F. ABUT. ELEV. 5059.68 RUBBER COUPLING — PVC TO CLAY 5060 EXISTING 8" 0� CLAY PIPE NEW 8" 0 x 3'—O" PVC 5050 NEW CITY OF FORT COLLINS STANDARD SHALLOW MANHOLE WITH FLAT TOP; DEPTH = 2'—B" (TO INVERT) RUBBER END SEAL (TYP) 1'-8" 0 �') STEEL CASING EXTENDING 1' BEYOND ABUTMENT WALLS WITH CASING SPACERS. SANITARY SEWER ELEVATION SCALE: 1" = 10' DIMENSIONS AND ELEVATIONS TAKEN ALONG CENTERLINE OF NEW PIPE (BEARING NO'17'18"E) ELEV. JOINT IN PVC PIPE SHALL ALIGN WITH END OF CASING (TYP) ELEV. 5058.31 `MODIFY EXISTING MANHOLE AND DROP STRUCTURE TO FIT NEW PIPE NEW 8" 0 X 43'-0" PVC SDR 35 PIPE W/ 2.3% SLOPE — CITY OF FORT COLLINS, COLORADO jo MIM I MIM I iar i nu.L 1mu" IfnlLlil' scue DAIS SANUARY SEVER ELEVATION ENGINEERING DEPARTMENT As NOTEDI _ 08-29-02 1 SHEET 15 A V-a" o EL 5057.42 EL 5056.68 #6 VERTI REINFORCEM PIPE 5057.55 (ABUT 1) 5056.80 (ABUT 2) 15 HORIZONTAL REINFORCEMENT —8" CASING INTO ABUTMENT SANITARY SEWER REINFORCEMENT DETAIL SCALE: 1/2" = V TYPICAL FOR ABUTMENT 1 AND ABUTMENT 2 REINFORCEMENT APPLIES TO EACH FACE �nm= CITY OF FORT COLLINS, COLORADO I MIM I MIM TAFT HILL ROAD BRIDGE scut oA�: SANITARY SEWER DETAIIS ENGINEERING DEPARTMENT AS NOTED o6-2s-02 SHEET 15B Jl 21. What are the limits of your public liability? DE2AIL 7 What company? 22. What are your company's bonding limitations? 23. The undersigned corporation to verification of Qualifications. hereby authorizes and requests any person, firm or furnish any information requested by the OWNER in the recital comprising this Statement of Bidder's Dated at Tq Qc oc this F.a(J-`� day of I �U6}VUS� 20Oo`L u State of Go�t7�CtE/J County of /tAaOAS vGlGt I K DI�/`0.S being duly sworn deposes and says that he is S� MLVI of TA �Cc7� Zv�� 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 2;c day of / 2 0LLl- _K;dI.Y`Q.e Notary Public N,y commission expires r)4-/O22/2bO(o 7/96 Section 00420 Page 3 24" RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL , x411111111111MCONCRETE f Na ADJUSTMENT SHIM GROUTED INSIDE AND OUT FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP 14.L. ASTM C-478 -1;7MANHOLE RUNGS -12O.C. .:.Q AS NEEDED . " ASTM C-478 SEE NOTE MANHOLE SECTION b. D, DI I0 :: ; - `� • ! • .q '� GROUT BASE TO CONE INSIDE a SLOPE !0a - AND OUT I°/ FT .a. a.. ._ + ; POURED CONCRETE -, BASE e" M I N. -A NOTE: MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE 24°OR LESS 27° TO 42" (INCL) OVER 42" MIN. MANHOLE DIAMETER 48.. 60° 721. POURED INVERT PRECAST MANHOLE - BASE 8°MIM• ALTERNATE BASE SHALLOW MANHOLE WITH FLAT TOP CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT APPROVED BY DATE: .a/i /Ad REVISIONS: D-4 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 150 of the contract. 7/96 SUBCONTRACTOR Section 00430 Page 1 JLI VJ VL IUL lulu rll Vlll/rl VVLLino, rununno rnn nu. ow cuuiut r,ulii4 Administrative Services Purchasing Division CITY OF FORT COLLINS ADDENDUM No.1 5730 TAFT HILL ROAD BRIDGE OVER NEW MERCER DITCH SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 5730 Taft Hill Road Bridge Over New Mercer Ditch OPENING DATE: September 12, 2002, 3,00p_m. (Our Clock) Please Note: The City of Fort Collins is reviewing its budget due to the national and local economic downturn and City revenue shortfalls. This project is subject to the availability of funding and may be awarded, delayed or not awarded. To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. Bid Sheet has been revised. Supplementary Conditions SC-1.32.b Regular Working Hours A. Add the following language to Paragraph 1.32.b of the General Conditions: Regular Working Hours are defined as 7:00 a.m. to 6:00 p-m_, Monday through Friday. SC-2-6-1 Milestone Schedule A. Add the following language to Paragraph 2.6.1 of the General Conditions: The Contractor shall submitto the Engineer a detailed schedule showing the set milestones and how the Contractor expects the Work to proceed. This schedule shall be submitted before the Work commences and shall show all milestones as outlined in Section 2.6 of the General Requirements. SC-4.1 Availability of lands A. Add the following language to Paragraph 4.1 of the General Conditions: The project is bordered on the west by private property and on the east by the Grandview Cemetery. The Contractor shall not park or operate equipment and vehicles, stockpile materials, or enter into either area without written permission from the appropriate land owner. Construction access will be defined by survey marking and will not be allowed on 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522.0580 - (970) 221-6775 • FAX (970) 221-6707 JL:I UJ UL JUL 1U11 III Ui I I/rI UULLirIJ, runQnna rnn rN. OIU LCiUlU1 r, UU 14 cemetery property unless directed by the City. A potential staging area is the vacant lot on the SW comer of LaPorte Avenue and Taft Hill Road. Property owner contact is Ken Scavo, (970) 481-9004, SC-7.4 Coordination A. Add the following language to Paragraph 7.4 of the General Conditions: The following Work will be performed by the City of Fort Collins or others: • Construction surveying • Asphalt pavement material and installation • Pavement striping • Removal and reset of signs • Water line lowering • Traffic loop installation The Contractor will allow one week in his schedule for the installation of asphalt pavement by others at the completion of each bridge stage. The Contractor will allow one week in his schedule for water line lowering at the completion of the demolition of the east side of the existing bridge structure. ADDENDUM NO. 1 REVISION OF SECTION 603 CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised for this project as follows: MATERIALS Section 603.02 of the Standard Specifications is hereby revised for this Project to read as follows Pipe is manufactured from PVC compound meeting the requirements of cell class 12454-B as defined byASTM D-1784, Standard Specifications for Rigid Poly(Vinyl Chloride) (PVC) Compounds. Sanitary sewer pipe and fittings shall conform to ASTM D 3034 with integral bell gasketed joints. Rubber gaskets shall be factory installed and conform to ASTM F 477, Pipe joints shall conform to ASTM D 3212. Pipe shall have a wall thickness corresponding to dimension ratio SDR-35 with a minimum pipe stiffness of 46 PSI. The steel casing pipe shall be spiral welded or smooth -wall seamless, consisting of grade "B" steel with a minimum yield strength of 35,000 psi and manufactured In accordance with ASTM A139 and A283. The pipe wall thickness shall be a minimum of 0250 inches with beveled ends and prepared for field welding at the circumferential joints. The outside of the casing pipe shall have one coat of zinc chromate primer conforming to Federal Specification TT-86a and afterwards painted with a compatible black paint The casing pipe shall extend one foot beyond the outside abutment walls and shall be supported within the bridge span with two corresponding steel hangers spaced equally