<p><strong>Item No: 1&nbsp;&nbsp;Item Name: Main access independent &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Area: Main left hand and return elevations </strong></p><p>Tubular materials to form a tube and fitting access scaffold.</p><p>The scaffold will be erected in one operation and dismantled progressively. The scaffold will be built using tube and fittings to support the working lifts and ladder access with gate to provide access at each working lift, to the following dimensions to TG20-13 compliance (fully tied independent).</p><p>Dimensions: Various 25.5m x 1.20m x 5m high max</p><p>The scaffold will be built with double guard rails on all working lifts and single rails to structural un-boarded lifts.</p><p><strong>Board Detail&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The scaffold will be constructed with 2No lifts of boards placed at Eaves level ,also unboarded structural lift and blocking 1m from ground level, which will be removed in progress with the dismantling of the scaffold.</p><p>Also 6m and 4m &nbsp;x 1.20m gable lifts boarded and 8m gable hop up.</p><p><strong>Loading&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The specified scaffold will be constructed on a nominal 2.00m by 1.20m grid. The scaffold will support 1 working (decked) lift with a uniformly distributed load of 2.0 kN/m&sup2;. An allowance for the effect of dynamic impact loads has not been included and material must not be placed by powered means, for example by a crane or fork lift. This load must not be exceeded.</p><p><strong>&pound;3,443.20</strong></p><p><strong>Hire period:&nbsp;Up to 1-4 weeks</strong></p><p><strong>Additional hire: &pound;172.12, per week or part thereof</strong></p><p>&nbsp;</p><p><strong>Item No: 2&nbsp;Item Name: Handrail approx. 40 m &nbsp;&nbsp;&nbsp;Area: Flat roof areas &nbsp;&nbsp;</strong></p><p>Tubular materials to form an independent handrail secured to brickwork of building and free standing in areas.</p><p>The handrail will be erected in one operation and dismantled in one operation. The scaffold will be built using tube and fittings to the following dimensions to TG20-13 compliance.</p><p>Dimensions: 18.0m x 8m x 5.5m high max.&nbsp;&nbsp;&nbsp;</p><p><strong>Board Detail&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>No boards</p><p><strong>Loading&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>No loading</p><p><strong>&pound;976.30</strong></p><p><strong>Hire period:&nbsp;Up to 1-4 weeks</strong></p><p><strong>Additional hire:&nbsp;&pound;50.00&nbsp;per week or part thereof.</strong></p><p>&nbsp;</p><p><strong>Item No: 3&nbsp;Item Name: Access to right hand valley over low roof&nbsp; &nbsp; Area: Main right hand elevation </strong></p><p>Tubular materials to form a tube and fitting access scaffold.</p><p>The scaffold will be erected in one operation and dismantled progressively. The scaffold will be built using tube and fittings to support the working lifts and ladder access with gate to provide access at each working lift, to the following dimensions to TG20-13 compliance (fully tied independent).</p><p>Dimensions: Various 6m x 1.20m x 5m high max.</p><p>The scaffold will be built with double guard rails on all working lifts and single rails to structural un-boarded lifts.</p><p><strong>Board Detail&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The scaffold will be constructed with 2No lifts of boards placed at Eaves level, also un-boarded structural lift and blocking 1m from ground level, which will be removed in progress with the dismantling of the scaffold.</p><p>Also 6m and 4m&nbsp; x 1.20m gable lifts boarded and 8m gable hop up tied to structure using Plastic rawl fittings.</p><p><strong>Loading&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The specified scaffold will be constructed on a nominal 2.00m by 1.20m grid. The scaffold will support 1 working (decked) lift with a uniformly distributed load of 2.0 kN/m&sup2;. An allowance for the effect of dynamic impact loads has not been included and material must not be placed by powered means, for example by a crane or fork lift. This load must not be exceeded.</p><p><strong>&pound;963.00&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;</strong></p><p><strong>Hire period:&nbsp;Up to 1-4 weeks</strong></p><p><strong>Additional hire:&nbsp;&pound;49.00&nbsp;per week or part thereof.</strong></p><p>&nbsp;</p><p><strong>Item No: 4&nbsp;Item Name: scaffold bridges x2&nbsp; &nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Area: Main right hand elevation over flat roofs&nbsp; </strong></p><p>Tubular materials to form a tube and fitting access scaffold.</p><p>The scaffold will be erected in one operation and dismantled progressively. The scaffold will be built using tube and fittings and 450mm aluminium beams&nbsp; to the following dimensions to TG20-13 compliance (beamwork).</p><p>Dimensions: Various 4 and 8m&nbsp; x 1.20m x .5m high max.</p><p>The scaffold will be built with double guard rails on all working lift.&nbsp;&nbsp;&nbsp;</p><p><strong>Board Detail&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The scaffold will be constructed with 1No lifts of boards placed at beam level.</p><p><strong>Loading&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The specified scaffold will be constructed on a nominal 2.00m by 1.20m grid. The scaffold will support 1 working (decked) lift with a uniformly distributed load of 2.0 kN/m&sup2;. An allowance for the effect of dynamic impact loads has not been included and material must not be placed by powered means, for example by a crane or fork lift. This load must not be exceeded.</p><p><strong>&pound;546.00&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;</strong></p><p><strong>Hire period:&nbsp;Up to 1-4 weeks</strong></p><p><strong>Additional hire:&nbsp;&pound;33.00, per week or part thereof</strong>.</p><p>&nbsp;</p><p><strong>Item No: 5&nbsp;Item Name: scaffold bridge and access to valley&nbsp;&nbsp;Area: taken from beam bridge to flat roof&nbsp;&nbsp; </strong></p><p>Tubular materials to form a tube and fitting access scaffold.</p><p>The scaffold will be erected in one operation and dismantled progressively. The scaffold will be built using tube and fittings and 450mm aluminium beams&nbsp; to the following dimensions to TG20-13 compliance (beamwork).</p><p>Dimensions: 8m&nbsp; x 1.20m x .5m high max.</p><p>The scaffold will be built with double guard rails on all working lift.&nbsp;&nbsp;&nbsp;</p><p><strong>Board Detail&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The scaffold will be constructed with 1No lifts of boards placed at beam level.</p><p><strong>Loading&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; </strong></p><p>The specified scaffold will be constructed on a nominal 2.00m by 1.20m grid. The scaffold will support 1 working (decked) lift with a uniformly distributed load of 2.0 kN/m&sup2;. An allowance for the effect of dynamic impact loads has not been included and material must not be placed by powered means, for example by a crane or fork lift. This load must not be exceeded.</p><p><strong>&pound;488.00</strong></p><p><strong>Hire period:&nbsp;Up to 1-4 weeks</strong></p><p><strong>Additional hire:&nbsp;&pound;46, per week or part thereof.</strong></p><p><strong>Roofing Works</strong></p><ul><li>To use suitable roof ladder for access.&nbsp;</li><li>To renew broken or missing tiles with new to match existing allowing for approx 100 new tiles and 5 bonnets.&nbsp;</li><li>These would be bedded in a suitable mortar mix.&nbsp;</li><li>All rubbish to be removed from site.&nbsp;</li></ul><p><strong>&pound;2,405.00</strong></p><p>Project Note: This quotation is based on standard independent with access for our lorry within&nbsp;10m&nbsp;of base of scaffold. No further adaptions are allowed within this quotation. Various weeks hire inclusive. Scaffold inspection are quoted separately at &pound;156.00 per week, each works associated with scaffold inspections are chargeable at &pound;65.00 per hour (minimum 4 hours charged).&nbsp;</p><p>Our total cost to carry out the above works in normal working hours shall be<strong>&nbsp;</strong><strong>&pound;8,821.50</strong></p><p><strong>Breakdown:</strong></p><p>Labour: &pound;1,690.80&nbsp;(2 operatives x 3 days)</p><p>Materials: &pound;714.20</p><p>Access&nbsp;Equipment: &pound;6,416.50</p>