This is a service / maintenance or supply contract in Bedford Hills, New York. Contact the soliciting agency for additional information.

The Town of Bedford reserves the right to reject any and all bids, to waive any informality in any bid, and to award the contract to other than the lowest Bidder if deemed in the best interest of the Town to do so. Dimensions of concrete sidewalks vary. Unless otherwise indicated by the Bedford Commissioner of Public Works, sidewalks to be constructed by the Bidder awarded this contract will be a minimum of 5" thick of 4000 psi poured in place concrete. Sidewalk sections in front of driveways will be a minimum of 7" thick at 4000 psi poured in place concrete. Foundation material (such as "item 4" gravel) shall be placed on the prepared sub-grade and thoroughly compacted into a course not less than five (5) inches thick. The top surface shall be parallel to the finished grade and at a distance below grade equal to the specified thickness of concrete. Forms utilized to hold the concrete in place while setting shall be made of substantial materials with suitable dividing plates and a sufficient strength to satisfactorily resist distortion when fastened together and secured in place. Forms shall be cleaned of old concrete and thoroughly lubricated. Forms and dividing plates shall be of a depth not less than that of the concrete sidewalk, shall be properly located with tops set to the designated sidewalk surface and shall be left in place until the concrete has hardened. Concrete sidewalks shall be built in independent rectangular slabs approximately five (5) feet long and separated by contraction joints approximately one-eighth (1/8) inch wide. Expansion joints shall be emplaced every 5 panels or as determined by the Town of Bedford Commissioner of Public Works. Reinforcement shall conform to the requirements of ASTM Designation A-185 and shall weigh not less than forty-two (42) pounds per one hundred (100) square feet. One-half-inch-thick pre-molded bituminous expansion joint material shall be placed to the full depth of each joint where reinforcement is used. Between these joints the walk shall be scored one (1) inch deep to form five-foot panels.