Government Contract | Minnesota

Bid Information

Bid Alert No: 00000406285


Agency Bid No. Title: 8192

Received Date: 10/30/2015

Close Date: 11/18/2015

Purchase Type: Not Stated

Delivery Point: Minneapolis, Minnesota

Delivery Date: Not Stated

Special Notices: Performance Bond Required: , Payment Bond Required: , Bid Bond Required: , Bidder Preregistration


Specifications include, but are not limited to:for custom flatbed, Crane, Pole bolsters and rear step to be mounted on a cab & chassis supplied by the City of Minneapolis. 1.Dimensions: 186 X 96 usable bed space. With 8000# extra load carrying capacity above crane and bed weight. 2.Front Outrail: 4 deep structural channel. 3.Side Outrails: 6 deep structural channel, 7 ga. Stake pockets sized for standard 2X4 lumber, stake pockets on 24 centers. 3/8 X2 banding rail welded to stake pockets and tapered into bed at ends. 4.Rear Outrail: 7 ga. Buck plate with recessed light holes. Four (4) 7 ga. stake pockets sized for standard 2X4 lumber and spaced on 24 centers. Outer stake pockets are centered 13 from platform outer edge, inner pockets are centered 37 from outer edge. 3/8 X 2 banding rail located on rear of buck plate, welded to stake pockets and tapered into bed at ends. 5.Floor & Understructure: 4 structural channel cross sills. Cross sills on 12 centers. 10 ga. solid angle gussets mounted to every other cross sill. Long sills to be 3X7X3/8 tubing run full length and extend 47 beyond bed on front side of body. 6.Flooring: Apitong wood flooring is 1 3/8 X 5 ship-lap boards attached to the cross sills with trailer type torx screws. Wood is pre-finish painted before assembly for further protection. 3/16 tread plate steel is laid over Apitong on 12 centers which are cross-hatched with the cross sills. Tread plate will have continuous welds on all mated areas (outer edge & seams) and fastened to the cross sills by use of torx type trailer screws. 7. Tie Downs: Two separate tie downs shall be fabricated and installed on the deck of the flatbed. The front tie down will be centered on the flatbed and be 46 back from the front edge of flatbed. The rear tie down will be centered and be 30 forward from the rear edge of the flatbed. The tie downs will be 6 wide X 2 in height and bent from solid steel rod. Tie downs shall be placed lengthwise on the bed. Tie downs will be welded into place on steel deck of flatbed and finish painted with flatbed. 8. Front Pole Bolster: Main uprights and top cross section to be 4X4X1/4 steel tubing. Overall height of main uprights is 82 from top of bed deck and 96 overall width. Cross tube is located 10 from top of main uprights to top edge of cross tube and welded into place. Cross tube to be gusseted by 10 ga. solid angle under both ends of tube to uprights. Front bolster to be located 42 back from front edge of bed and welded to steel diamond plate floor. Main upright to be gusseted by 3 standard C channel. Gusset will start 24 from front edge of bed and angle up to 20 on main upright. Web to be to the inside bed deck, flush with outer edge of bed and welded into place. Tops of uprights to be capped.

Bid Related Documents

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Product Codes: 06535, 06594, 92819

Agency Information

Issuing Agency: City of Minneapolis

State: Minnesota

Agency Type: State and Local

Contact: Ashley Matuke Purchasing Department, 330 Second Avenue South, Suite 552, Minneapolis, Minnesota, 55401

Phone: 612-673-3371




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