Demolition and site work for a residential development in Cameron, Missouri. Completed plans call for the demolition of a residential development; and for site work for a residential development.

Ifyou have not worked for the City ofCameron previously, please include three references. The City reserves the right to reject any and all bids. Section 1: Demolition Bids shall be for the complete removal of structure, slab, foundations and footers, capping the sewer (mark location with white pipe) and water service lines. All debris shall be disposed of according to DNR regulations in an approved landfill and tipping tickets provided to the City. 1.3- Brush: Vegetable growth less than 6 inches (15.24cm) in diameter, measured 3 feet (91.44cm) above ground shall be classified as brush. 1.1 - Demolition and Removal: This work shall consist of demolishing, removing, and disposing of all structures and improvements within the construction limits unless included in Special Provisions. This work shall apply to all structures and improvements, whether on, above or below the surface ofthe ground or sub-grade. Demolition and removal shall include but not be limited to items such as buildings, drainage structures, pipes, pavements, fences and retaining walls located on private property. 1.2 - Trees: Vegetable growth 6 inches (15.24cm) in diameter and larger, measured 3 feet (91.44cm) above ground shall be classified as a tree. The City ofCameron is requesting bids for the demolition ofthe following structures: Structure 1: Home: 417 North Main Street 1.4 - Embankment or backfill is defined as the placing and compacting of material in the construction area to the lines and grades approved by the City Inspector. 1. Unsuitable material is defined as muck, frozen material, organic material, topsoil, rubbish, and rock with a maximum dimension greater than 24 inches (60.96cm). 2. Suitable material is defined as entirely imperishable with that portion passing the No. 40 (425mm) Sieve having a liquid limit not exceeding 40 and a plastic index not exceeding 25, when tested in accordance with ASTM D-423 and D-424, respectively. Section 2: Backfilling and Grade 2.4 Clearing: 1.5 - Rock Embankment: Material for rock embankment shall be free of unsuitable material and shall contain, by volume, greaterthan 10 percentrock or gravel having a maximum dimension greaterthan 3 inches (7.62cm) but not greater than 24 inches (60.96cm). 1.6 - Earth Embankment: Material for earth embankment shall be free of unsuitable material and shall, contain by volume, less than 10 percent rock or gravel having a maximum dimension greater than 3 inches (7.62cm). 1.7 - Structures as used herein refer to bridges, culverts, storm sewer and/or sanitary appurtenances, retaining walls and similar construction. 1.8 - Property lot comers and Control Monuments: It shall be the responsibility of the Contractor to protect all property lot comers and control monument(s). Should it be necessary to disturb any such monument, whether stake, pin, bar, disk, box, or other, it remains the responsibility of the Contractor to reference such markers prior to removal, reset them, and file such relocations or monument(s) as the law may require. Any such references, removal, American Public Works Association Kansas City Metropolitan Chapter 4 June 08 replacement and certification ofmonuments shall be performed by a registered licensed surveyor. A copy of all such certification documents shall be provided to the Engineer prior to final payment. Any monument destroyed or improperly reset by the Contractor may be replaced by the Engineer to the standards required by law at the expense ofthe Contractor. 2.3 - Cleanup: Cleanup shall follow the work progressively and final clean-up shall follow immediately behind the finishing. The contractor shall remove from the site of the work all equipment, tools and discarded materials, and other construction items. The entire right-of-way or easement shall be left in a finished and neat condition. Cleanup shall be considered as incidental to the completion of grading work. 2.1 - Grading, excavation, and backfilling for all improvements, shall be made to the lines, grades, and cross sections approved by the City Inspector. 2.2 - In addition, to any erosion control measures required by the City, the Contractor shall schedule and conduct his operation in such a manner and shall provide any necessary control facilities to protect downstream and adjacent properties from pollution, sedimentation, or erosion caused by the grading operations. Any pollution or damage occurring shall be the responsibility of the Contractor. During construction, the graded area shall be maintained by the Contractor in such condition that it will be well drained at all times. Roadway ditches, channel changes, inlet and outlet ditches and other ditches in connection with the roadway shall be cut and maintained to the required cross section. All drainage work shall be performed in proper sequence with other operations. All ditches and channels shall be kept free of debris or obstructions. Section 3: Public Property 3.1 - Public Right-of-Ways: The entire right-of-way or easement shall be left in a finished and neat condition. Cleanup shall be considered as incidental to the completion of grading work. During construction, the graded area shall be maintained by the Contractor in such condition that it will be well drained at all times. Roadway ditches, channel changes, inlet and outlet ditches and other ditches in connection with the roadway shall be cut and maintained to the required cross section. All drainage work shall be 2.6 - Grubbing: Grubbing shall consist ofremoving and disposing of all vegetable matter such as stumps, roots, buried trees and brush encountered below the surface of the ground or sub-grade, whichever is lower, which have not been included in "Clearing". When deleterious materials are encountered below ground line which may be detrimental to the proposed improvement, these shall be removed to a depth necessary to provide adequate support for the proposed improvement. 2.7 - Finishing: In areas where sodding or seeding is proposed, the upper 12 inches (30.48cm) ofthe surface area shall be earth material. The top 6 inches (15.24cm) shall be suitable for sustaining grass. The graded surface shall be made free of rock, concrete, and brick, or fragments thereof, or rubbish and shall be finished to the lines, grades, and cross section approved by the City Inspector. The Contractor shall repair any damaged surface and shall not use any finishing equipment that will leave a marred surface. 2.8 - Surface grade: A. After demolition, excavation and backfilling activities have been completed, all disturbed surfaces shall be rough graded, prior to surface restoration, so as to leave no ruts, pits, piles, or ridges. Iffill is required, the Contractorshall be responsible for settlement offill over any fill areas and shall be required to repair any voids or holes that appear for a period of one year after final acceptance ofwork by the OWNER, at the Contractor's own expense. The cost for fill for surface grading is incidental to the project. The top ofthe fill shall be 6 inches below the final grade to accommodate topsoil. B. The Contractor shall place 6 inches oftopsoil throughout the site, seed a sunny grass mix approved by the OWNER, and mulch. The topsoils shall be free of stones, stumps, lumps and similar objects larger than 2-inches in diameter and shall be raked out. C. Finish grade shall match the pre-work grade at the off-site areas and the perimeter ofthe site. Grading shall be conducted as directed by the Owner/Professional. D. All impacted area by site activities, including pavements; roads, vegetation, and all other disturbed or altered structures/features shall be restored to pre-work condition. All work will be inspected and approved by City staff before back filling with final inspection conducted after final grading, seeding and mulching is complete. Clearing shall consist ofremoving all vegetable matter such as trees, brush, down timber and other objectionable materials found on or above the surface of the site. It shall include removing buildings, fences, lumber, waste dumps and trash and the salvaging of such materials as may be specified and disposing ofthe debris. 3.3 - Public Sidewalks: At the discretion of the Public Works Director, any sidewalk and or controlled access damaged during the project will be the responsibility of the contractor. The "Public" sidewalk shall be repaired or replaced to current ADA standards. 3.2 - Compacting: Before placing any controlled access or public sidewalk, the surface ofthe existing ground shall be prepared as heretofore specified, moistened as required, and the top 6 inches (15.24cm) compacted to a density of90 percent as prescribed by the following paragraph: All embankments shall be compacted to a density of at least 90 percent ofthe maximum density for the material used as determined by ASTM D-698 and within a tolerance of minus 3 percent and plus 2 percent American Public Works Association Kansas City Metropolitan Chapter 6 June 08 of the optimum moisture at maximum density as determined by the Moisture Density Curve obtained. In addition to the above required compaction, the sub-grade between lines 1 foot (30.48cm) outside of the curbs and within the top 6 inches (15.24cm) ofthe sub-grade shall be compacted to a density of at least 95 percent of the maximum density for material used as determined by ASTM D-698 and with a tolerance of minus 3 percent and plus 2 percent ofthe optimum moisture at maximum density as determined by the Moisture Density Curve obtained. performed in proper sequence with other operations. All ditches and channels shall be kept free of debris or obstructions. A. Finish grade shall match the pre-work grade at the off-site areas and the perimeter ofthe site. Grading shall be conducted as directed by the Owner/Professional. B. All impacted area by site activities, including pavements; roads, vegetation, and all other disturbed or altered structures/features shall be restored to pre-work condition.