Recovery arra road rock for tuttle creek ORV area and emergency RIP RAP stockpiles tuttle creek lake access road and work apron resurfacing 1. Scope: this solicitation covers the purchase of an…

This firm-fixed-price purchase order was awarded by the U.S. Army Corps of Engineers Kansas City District to Bayer Construction Company, Inc., a small business prime contractor, for the delivery and placement of approximately 1,725 tons of road rock to three locations at Tuttle Creek Lake in Manhattan, Kansas. The contract has a ceiling value of $22,230 and a completion date of December 31, 2009. The road rock is specified to be a durable limestone or sandstone material, used for erosion control, access road repairs, and stockpile replenishment at Tuttle Creek. This contract appears to be a standalone award and not part of a larger indefinite-delivery vehicle. However, the award information indicates that Bayer Construction Company holds active contracts with the Army Corps of Engineers and Army Installation Management Command to provide aggregate materials for infrastructure projects in the region.

Recovery arra road rock for tuttle creek ORV area and emergency RIP RAP stockpiles tuttle creek lake access road and work apron resurfacing 1. Scope: this solicitation covers the purchase of an estimated 6-inch layer of 1.5-inch road rock, delivered and tailgated to the locations specified below. 2. The road rock shall consist of durable limestone or calcareous cemented sandstone, with a maximum size of 1-3/4-inch and shall be well graded from coarse to fine. Deleterious substances (which include soft friable particles, objectionable materials, and other foreign matter) shall not exceed 20 percent by weight. 3. Weather: the contractor shall not haul rock materials when, in the option of the contracting officer, weather conditions are such that hauling equipment might damage or cause cutting or rutting of the sub-grade and/or the existing roads or work apron areas. 4. Locations: material shall be placed in the areas specified with the following estimated dimensions a. Right abutment rock stockpile area: (not to exceed 350 tons) i. Entrance road: 400-feet long x 16-feet wide x 0.5-foot deep II. Work apron: 200-feet long x 20-feet wide x 0.5-foot deep b. Left abutment rock stockpile area: (not to exceed 625 ton) i. Entrance road: 600-feet long x 16-feet wide x 0.5-foot deep II. Work apron: 430-feet long x 20-feet wide x 0.5-foot deep c. ORV access road: (not to exceed 750 ton) i. Entrance road: 1,600-feet long x 14-feet x 0.5-foot deep 5. Measurement and computation of quantities: road rock shall be weighed, and waybills and/or delivery tickets, shall be submitted following completion of the work. In lieu of weighing on scales at the quarry, weighing may be done on public or other scales which have been approved in advance by the contracting officer and certified by the state where the scales are located. Waybills shall be submitted only for material actually used in the work specified. Quantities of road rock will be computed in tons (2,000 pounds) and computations will be based on the waybills and/or delivery tickets submitted and the accumulative total of the respective items will be rounded to the nearest 0.1 ton. 6. Bidding schedule items applicable to the work covered by this solicitation are as follows: a. Road rock delivered and tailgated to right abutment stockpile area b. Road rock delivered and tailgated to left abutment stockpile area c. Road rock delivered and tailgated to tuttle creek ORV area