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Home My WebLink AboutRESPONSE - FAX QUOTE - 4404827JUL-20-04 TUE 01:51 PM CITY/FT COLLINS, PURCHAS FAX NO. 970 2216707 P. 01/06 , DATE: Tuesday, July 20, 2004 Ref.: Pedestrian and Light Vehicle Bridge Firm Name- T/ N ^J L - // / [} ( r6q� /; 7 �F I THIS IS A PRICE QUOTATION -- NOT AN ORDER) j PLEASE SUPPLY PRICING AND DELIVERY INFORMATION, ALL ITEMS TO BE QUOTE FOB POINT OF SHIPMENT FREIGHT PREPAID AND ALLOWED, AS REQUESTED BEL AND RESPONSE VIA FAX BY 5:00 P.M. (Our Clock) JULY 27, 2004 TO: Jahn Stephen, CPPO (970) 221-6707 fax Any questions regarding this inquiry should by directed to John Stephen, (970) 221- 6777. The City of Fort Collins is requesting quotes for a 45 linear feet prefabricated steel bridge to be delivered to 1925 West Drake Road, Ft Collins, Co 80526. The bridge must meet or exceed the specification requirements attached. The bridge must be delivered and accepted by the City of Fort Collins by September 8, 2004, Contract to be awarded by August 1, 2004. For technical questions, please call Jason Stutzman, Project Manager at 970-221-6366. For purchasing questions, please call John Stephen, CPPO, CPPB, Senior Buyer at 970-221- 6777. Bid Schedule Contractor will provide 45 linear feet of Prefabricated Steel Bridge including delivery. d-� Lump Sum S PS0 FIRM NAME; I A)Yl! 1 oVl! -N 13q1— (Please selec one L;!�Corpomtion ❑ DBA ❑ Partnership Q LLC ❑ PC ADDRESS: �J0 ( �!. / tGUI�%� t KKH iL/ f} l 41 K) X�36e TELEPHONE # �" _ 3ri1 FAX #-�Q0 41�1',--704�7 Signa LM 21 North >'L-ml t St-vo • 2"'1 Flow— P.G. J.o' 580 a i a'rr Colft.s. Co 30522-415IS0 • (97%) 221-6775 • Fits (970) 22.1.6707 www.fcgay.com 2-d L90L-298-026 02PTio Ie-.u9ux4uo0 eT2:TT 40 9a Inr 1 .4..,.i iill i JUL-20-04 TUE 01:51 PM CITY/FT COLLINS, PURCNAS FAX NO, 970 2216707 P,02/06 SECTION 02850 PEDESTRIAN AND LIGHT VEHICLE BRIDGES PART GENERAL 1.01 SECTION INCLUDES A. This section contains requirements for a fully engineered clear span bridge and shall be the minimum standards for design and construction. E. Clear span 110ath and width of the bridge shall be 45 feet and _10 feet respectively. 1.02 RELATED SECTIONS N/A 1.03 QUALITY ASSURANCE A. Bridge shall meet the referenced standards as called for in the following paragraphs. B. Bridge design shall be certified by a Registered Colorado professional Engineer. 1.04 SUBMITTALS A. Submit complete shop Drawings to the ENGINEER for review. B, Submit manufacturer's certification of compliance with referenced standards. 1.05 PRODUCT DELIVERY AND HANDLING A. Coordinate delivery requirements with manufacturer OWNER. B. Comply with manufacturer's requirements for unloading, lifting, and placement. 1.06 DESIGN REQUIREMENTS A. Railing: Minimum height of 64" (top of truss top chord). S. Maximum horizontal opening in railing of nine inches. E-d L90L-299-02E 82ptug Te-4u9ui-4uo0 e22:TT ti0 9Z Tyr JUL-20-04 TUE 01:61 P11 CITY/FT COLLINS, PURCHAS i. 1, FAX NO. 970 2216707 P. 03/06 C. Loading Design: Uniform live load of 60 psf_ Concentrated live load of 10,000 pounds vehicle weight on bridge plus thirty percent (30%) impact. Minimum wind load of 25 psf. Horizontal pressure as if enclosed surface. Railing load of 50 pounds per lineal foot of horizontal load. D_ Mounting plates shall allow for thermal expansion. E. All allowable design stresses shall be In compliance with the specifications of the design, fabrication, and erection of structural steel for buildings by the American institute of Steel Construction AISCF and U BC. F. Sizes: • Length: 45 feet. • Clear unobstructed inside width: 10' minimum. • Vertical members shall be spaced 48" on center with odd panel dimensions divided between each end of the truss. • Railings: Install for full length of bridge. + Camber: Five percent. (5%) of '/a of span (if required). • Nominal 2"x 6" wood rub rails on inside of bridge shall be placed 42" above the top of the bridge deck. PART 2 PRODUCTS 2.01 FABRICATION A. General 1. Workmanship, fabrication, and shop connections shall be in accordance with AWS and AISC specifications. 2. All welding shall be done by welders certified for AWS, DA structural welding requirements. 3. Welding electrodes for self -weathering, corrosion -resistant steel shall have the same weathering characteristics such as E5018 or equivalent. 4. All boldly exposed members shall have mill scale removed according to steel structures preparation specifications #5 Commercial Blast Cleaning SSPC-SP6-63. ip'd L90L-298-026 a2ptu8 Ie-4uauijuo0 e2a:Ii b0 92 Inr JUL-20-04 TUE 01:51 PM CITY/FT COLLINS, PURCHAS FAX N0, 970 2218707 P,U4/Ub B. Materials 1. Metal Fabrication: Bridge to be fabricated from high strength low -alloy atmospheric corrosion -resistance ASTM A606 type 4 steel, self - weathering, (U.S,S. Car Ten) ASTM A242 or ASTM A588 structural steel shapes and tubing (FY = 50,000 psi.). Bolts and nuts shall be in accordance with specifications for structural joints using ASTM A325 or A490 bolts. Anchor bolts A307 or A36. E8018 series electrodes of equivalent for welding. Material thickness and design of member shall be fully engineered for the length and style of each bridge requirement specified. 2. Hardwood Decking: All decking shall be full thickness planks unless approved otherwise_ • Wood decking shall be naturally durable hardwood 1pe (Tabebuia Spp Lapacho Group). All planks shall be partially air dried to a moisture content of 15% to 20%, and shall be supplied S4S (surfaced four sides), E4E (eased four edges), with the edges eased to a radius of 1/8". Measured at 30% moisture content, the width and thickness shall not vary from specified dimensions by more than ± 0.04 inches. All planks shall be supplied with the end sealed with `Anchorseal" Mobil CER-M or an equal aquious wax log sealer. ■ All planks shall be graded as FEQ-CAH (First Export Quality - Clear All Heart) grading rules, defined as follows: ■ Lumber shall be graded both faces and both edges. ■ Lumber shall be straight grained, maximum slope of grain to be 1:10. • Lumber shall be parallel out without heart centers or sapwood. • Lumber shall be in sound condition, free from wormholes or knots. Allowable Imperfections are: All faces: Natural drying checks, Discoloration caused by weathering or chemical reaction, Bow or Spring which can be removed using normal installation methods and tools. g'd G9oG-a98-0ZE 02p1ug Ie,4u9uijuo0 e22:TT Jo 92 Inr JU-20-04 TUE O1:52 PM CITY/FT COLLINS, PURCHAS FAX NO, 970 2216707 P, 06/06 Allowable Bending Allowable Shear = Modulus of Elasticity 3700 psi 320 psi 3,000,000 psi • At time of installation, planks are to be placed tight together with no gaps. • Every plank must be attached with at least one fastener at each end. • All fasteners to be zinc plated. Self -tapping screws or hex -head bolts, with a steel plank holddown, are to be used at the ends of planks. Self -tapping screws or carriage bolts are to be used as interior connection fasteners when required. Power actuated fasteners will not be allowed. • Planks are to be drilled prior to installation of bolts and/or screws_ • In addition to at least one fastener at each end of every plank (typical for all installations), planks for bridges with widths of 72" to 143' shall be attached with a minimum of two fasteners at a location approximately near the center of the bridge width. Bridges wider than 143" are to have two fasteners located at a minimum of two interior stringer locations, approximately at the third points of the bridge width. • Attachments at the ends of the planks may be modified as requirqd when obstructions, such as interior safety system elements, prevent installation of the specified holddown system. END OF SECTION LOI G90L-ZSB-OZE 09pt'jg Ie,4uauijuo0 eEZ:II do 92 Inr Jul 26 04 11:21a Continental Bridge In' A ' COMPANY 8301 State Hwy 29 N. Alexandria, MN 56308 PHONE: 320-852-7500, TOLL FREE: 800-328-2047 FAX: 320-852-7067 DATE: '�z r-4:�> TO: �,j T-7EP� 04 Luti_c PHONE NO: FROM: Terry Salmi Reglo al S es M ager F 320-852-7067 P•1 Telephone: 320-852-7500 Toll Free: 800-328-2047 Fax; 320-852-7067 QE E-Mall: conbridg®continentalbridge.com Web Site, www.continentalbi'idge.com TRANSMITTING ? PAGE(S) (including this cover sheet) FAX: �2 "70 a- / - 6 -707?