<p>NOTES AND OBSERVATIONS:<br />The area of repair is at first floor level to the rear of the store, access is provided via the&nbsp;goods in yard where parking is available and all materials and plant are to be loaded and&nbsp;unloaded.</p><p>A goods lift is just outside the work area which can be used for the movement of materials,&nbsp;the end user has requested if the work can be completed over a Saturday and Sunday as no&nbsp;product is delivered over these days.&nbsp;The goods storage area is 172m2 and is in the shape of a J, there are a number of surface&nbsp;patches that have broken down in the sand cement screed which measures 60mm deep to&nbsp;the concrete base below.&nbsp;From the entrance to the store there is an 8m length which is the main traffic route where&nbsp;stock is placed to either side, 10 patches ranging from 0.2x0.2m in to 0.7x0.3m in size are&nbsp;within this area and a simple tap test was performed which indicated that the surrounding&nbsp;screed around patches has delaminated therefor giving a width of 1m to repair.<br />Continuing down from the repair above two other patches were identified 0.4x0.4m however&nbsp;the surrounding material appears to be intact. A previous repair is evident further down the&nbsp;length that has been completed by others that has delaminated from the surface below that&nbsp;is 9m in length and between 0.2 and 0.3m in width.&nbsp;In addition to the patch repair 20m of crack repairs was also identified.<br />The remaining area to the top of the storage area close to the entrance to the lifts has ten&nbsp;patches ranging from 0.2x0.2 to 0.4x0.4m in size all 60mm in depth with the surrounding&nbsp;screed remaining intact.&nbsp;Further previous repairs were identified that would require a surface grind to provide a&nbsp;smooth transition over the repairs.&nbsp;It is our intention to give the floor slab on this project a smooth and clean surface finish,&nbsp;which will enhance the appearance of the floor and will be acceptable for your requirements&nbsp;by proposing the methods outlined below. However, we would like to point out that although&nbsp;this will give an adequate surface finish, it will not be to any specific tolerance unless&nbsp;requested, in which case a full floor level survey would be required to determine the current<br />flatness category of the floor.&nbsp;We would also like to add that we cannot be held responsible or liable for the integrity of the<br />concrete slab that is in place and that any flooring system applied to the slab will only be as&nbsp;good as the substrate on which it is placed. Should there be movement within the slab this&nbsp;has the potential to transfer itself through the new system.</p><p><strong>PROPOSAL:</strong><br />Based on the visual conditional site survey the following surface repair works have been&nbsp;identified,&nbsp;with a summary of repairs shown below:<br />Type 1.2 chase out and seal random cracks up to 10mm wide 20 lm<br />Type 4b patch repair (pothole) 12.27m2<br />We would complete individual patch repairs for the areas identified that have not de-bonded,&nbsp;the larger areas where debonding was identified we would cut out completed sections of the&nbsp;sand / cement screed and provide a long repair.&nbsp;Due to the repairs being within a 60mm screed we shall cut straight edges around the repairs&nbsp;before removing the lose friable material, prime and building up the area with a base screed&nbsp;before applying a new wearing surface.</p><p>Project Notes:&nbsp;Prices include all travel, plant, equipment and materials and are based on one uninterrupted&nbsp;visit to site, carrying out a rolling&nbsp;programme&nbsp;of works during normal weekday working hours&nbsp;with agreed areas of the floor area being released in due time.</p><p><strong>Required below in work area:</strong></p><ul><li>A clean water supply at mains pressure.</li><li>Single phase 240volt or 110volt electrical power points, as close as possible to the</li><li>work area.</li><li>Three phase 415volt 32Amp 5pin electrical power point, as close as possible to the</li><li>work area.</li><li>Secure and dry area to store tools, equipment and materials.</li></ul><p><strong>Defects:</strong></p><ul><li>If any works show defects arising solely from faulty workmanship, the Company&rsquo;s liability shall be limited to rectifying such work, but no such liability shall arise unless notification of&nbsp;such defects is received WITHIN SEVEN DAYS from completion of works. In no&nbsp;circumstances shall the Company be liable for any consequential loss howsoever caused.</li><li>The company will not be held responsible for the structural integrity of the floor. All previous patching-up works to cracks and joints that do deteriorate due to our remedial works will not be the responsibility of the Company. The Company will not be held responsible for&nbsp;the delamination of previous laid toppings and laminates. The above will have to be made good at the customer&rsquo;s.</li></ul><p>Our total cost to carry out the above works in&nbsp;normal working hours shall be &pound;12,958.00</p>